NATIONAL HIGHWAYS AUTHORITY OF INDIA CONSULTANCY

Transcription

NATIONAL HIGHWAYS AUTHORITY OF INDIA
(Ministry of Shipping, Road Transport & Highways)
NATIONAL HIGHWAY PROJECT PHASE – II
CONSULTANCY CONTRACT NO: IE
IndependentEngineerServicesforfourLiningofChenanitoNashri(New
Alignment)ofNH1Aincluding9KMLongTunnel(2Lane)withParallelEscape
TunnelonBOT(Annuity)basisintheStateofJammu&Kashmir
(Packageno.IE/NHDPPhaseII/BOT/V/J&K)
MONTHLY PROGRESS REPORT NO: 35
MAY 2014
Euroestudios S. L. Spain
in Association with
Segmental Consulting & Infrastructure
Advisory (P) Ltd.
Monthly Progress Report May 2014
TABLE OF CONTENT
1.
2.
PROJECT OVERVIEW ……………………………………………………………………………………….............3
1.1.
INTRODUCTION ................................................................................................................................... 3
1.2.
THE PROJECT ROAD .......................................................................................................................... 3
1.3.
THE PROJECT ROAD CONSTRAINTS................................................................................................ 3
1.4.
PROPOSED PATNITOP TUNNEL ALIGNMENT .................................................................................. 4
1.5.
PROJECT MAP..................................................................................................................................... 5
PROJECT ASSIGNMENT .............................................................................................................................. 6
2.1.
3.
4.
BACKGROUND .................................................................................................................................... 6
MOBILIZATION OF AGENCIES ..................................................................................................................... 6
3.1
INDEPENDENT ENGINEER ................................................................................................................. 6
3.2
DRAWL OF AGREEMENT WITH CONCESSIONAIRE ........................................................................ 8
3.3
PIU ........................................................................................................................................................ 8
PRE-CONSTRUCTION ACTIVITIES .............................................................................................................. 8
4.1.
SHIFTING OF UTILITIES ...................................................................................................................... 8
4.2.
UTILIES SHIFTING & OTHER HINDRANCES ...................................................................................... 9
4.2.1. STATUS OF UTILITY SHIFTING .......................................................................................................... 9
4.2.2. HINDRANCES .................................................................................................................................... 10
5.
CONSTRUCTION SCHEDULE ..................................................................................................................... 10
5.1 CONSTRUCTION SHEDULE AS PER MILESTONE TARGETS…………………………………………… 10
6.
CONTRACTOR´S RESOURCES .................................................................................................................. 11
7.
MEETINGS/SITE VISIT/PRESENTATION .................................................................................................... 12
7.1
MEETINGS ......................................................................................................................................... 12
7.2
SITE VISITS ........................................................................................................................................ 12
7.3
PRESENTATION ............................................................................................................................... 12
7.4
INAUGURATION ................................................................................................................................. 12
8.
STATUS OF WORKS ................................................................................................................................... 12
9.
INVOICES PAYMENT & REIMBURSEMENT ............................................................................................... 19
Euroestudios S. L. Spain in Association with Segmental Consulting & Infrastructure Advisory (P) Ltd.
Page 1
10.
EXECUTING AGENCIES AND CONTRACT DATA ..................................................................................... 20
10.1
AGENCIES .................................................................................................................................... 20
10.2
CONTRACT DATA ......................................................................................................................... 21
10.2.1
PROJECT COST ........................................................................................................................... 21
10.2.2
CIVIL WORKS CONTRACT DETAILS ........................................................................................... 21
10.2.3
SCOPE OF WORK ........................................................................................................................ 21
10.2.4
STATUS OF SUB-CONTRACTORS .............................................................................................. 22
10.2.5
DETAILS OF OTHER AGENCIES/SUPPLIERS ............................................................................ 22
11.
WEATHER REPORT .................................................................................................................................... 22
12.
PROGRESS OF THE PROJECT .................................................................................................................. 23
13.
12.1
ESTIMATION OF PHYSICAL PROGRESS IN GLOBAILITY ......................................................... 23
12.2
PHYSICAL PROGRESS CHARTS................................................................................................. 24
12.2.1
MAIN TUNNEL ............................................................................................................................... 24
12.2.2
ESCAPE TUNNEL ......................................................................................................................... 25
12.2.3
CROSS PASSAGES ...................................................................................................................... 26
12.2.4
STRIP CHART OF BOTH TUNNELS ............................................................................................. 27
12.2.5
CROSS PASSAGES……………………………………………………………………………...……… 29
12.2.6
ROAD LINER PROGRESS ............................................................................................................ 29
12.2.7
PROGRESS OF BRIDGE & CULVERT ......................................................................................... 29
12.3
FINANCIAL PROGRESS DIAGRAM .............................................................................................. 30
UP TO DATE STATUS OF THE TESTS ....................................................................................................... 31
13.1 TEST RESULT OF CONCRETE CUBES ............................................................................................ 32
13.2 DETAILS OF AGGREGATES TESTING ............................................................................................. 38
14.
SAFETY REPORTS ...................................................................................................................................... 40
15.
MINUTES OF MEETING ............................................................................................................................... 41
16.
BRIEF COMMENTS FROM ALL KEY PROFESSIONALS REGARDING CRUCIAL ISSUES AND…………42
PROGRESS OF WORK.
17.
ESCROW ACCOUNT…………………………………………………………………………………………………..44
18.
DEPLOYMENT OF MAN MONTH……………………………………………………………………………………45
19.
PHOTOGRAPHIC REPORT ............................................................................................................
46
Page 2
1.
PROJECT OVERVIEW
1.1.
INTRODUCTION
The Ministry of Road Transport and Highway (MORT&H) has taken a strategic decision to develop the
North-South corridor connecting Srinagar (J&K) to Kanya Kumari (Tamilnadu). The National Highways
Authority of India (NHAI) has been appointed by MORT&H, to implement this development.
NHAI have appointed the Louis Berger Group, Inc., USA, in Joint Ventures with LRP Consultants, India
and in association with L&T Ramboll, India, and D2 Consultant for Tunnel as consultants to carry out the
detailed design, for the Patnitop Tunnel of the NH-1A, between Udhampur and Banihal (Km 66 to Km.
188) in the state of Jammu and Kashmir.
1.2.
THE PROJECT ROAD
The NH-1A National Highway will be upgraded from its present two-lane layout, to a four-lane divided
carriageway configuration. The design of the road between Udhampur and Banihal, Km 67 to Km. 188 is
being carried out in five separate packages. The project will require the construction of numerous
structures, including one approx. 9 Km. long Tunnel (Patnitop Tunnel) and six short Tunnels (Tunnels with
length below 1 km).
1.3.
THE PROJECT ROAD CONSTRAINTS
The existing road alignment of the NH-1A between Km 67 and Km 188 is typified by sub-standard, and
often steep curves and gradients, in the horizontal and vertical planes. The proposed improvement will
entail widening towards the valley side along most of the road, which will also involve the construction of
many new structures, including viaducts, bridges, retaining walls and Tunnels.
The project road area is within a region that is prone to frequent earthquakes of sizeable magnitude. Much
of the rock in the area is well jointed and highly fragmented. Combining seismic activity, with the extreme
prevailing weather conditions, also means the area experiences constant landslides.
The Kashmir region, with its exceptional scenic landscapes, abundant wildlife, culture diversity and
profuse number of historic and religion building, is a ‘Mecca’ for tourists from every corner of the globe.
The NH-1A being the main route between the principal cities of Jammu and Srinagar carries most of the
tourist for the entire area. Tourism peaks during the summer months of July and August, but spring and
autumn, can also be busy.
Page 3
1.4.
PROPOSED PATNITOP TUNNEL ALIGNMENT
In previous design stages different alternatives have been investigated for Tunnel, crossing of the Patnitop
range in approx. station Km 90 to Km 130 of the existing NH-1A. Five Tunnel alternatives varying from 1.2
Km length have been assessed and presented in earlier design stages. As the optimum alternative, the
longest one, a base Tunnel at elevation of approx. 1220 m a.s.l. was approved for further investigation and
elaboration of the Tunnel civil tender design documents.
Concerned section Km. 67 to Km. 188 is being carried out in five separate packages 1 – 5.
Patnitop Tunnel is designed as a base Tunnel. Passing under the Patnitop mountain range with
overburden more than 1 Km and belongs to NHDP Phase- II. This contract package start at existing road
starts from Km 89 and ends at Km 130 of existing road. Tunnel mined portals are located at approx. start
of Km 90 (southern portal) close to village of Chenani and Km 130 (northern portal) close to township of
Batote of existing road at elevations 1230 m and 1210 m respectively. Tunnel profile grade is of a roof
character with 0.5 % longitudinal profile grade. Tunnel horizontal alignment starts and ends with curves of
300 m radius, and the rest of mid-section is straight. Main Tunnel direction is South to North. Travel
distance will be reduced for more than 30 Km and climbing and descending of approx. 1000 m shall be
avoided. Tunnel shall be 2-lane, bidirectional tunnel with parallel escape Tunnel and cross connections
into escape Tunnel for emergency exit.
The Existing road (2-lane, bidirectional) will be utilized to accommodate the local traffic in the area as well
as over-sized and other vehicles non-suitable for tunnel operation. The existing carriageway will be
upgraded with minor improvement to both the horizontal and vertical alignment.
Page 4
1.5.
PROJECT MAP
------------ CHENANI TO BATOTE EXISTING ROAD
======= TUNNEL ALIGNMENT
Page 5
2.
PROJECT ASSIGNMENT
2.1.
BACKGROUND
NHAI have appointed the Louis Berger Group, Inc., USA, in Joint Venture with LRP Consultants, India and
in association with L&T Ramboll, India, as consultant to carry out the Feasibility Study and DPR for 4Laning of the section Udhampur to Banihal, Km. 66 to Km 188 of NH-1A in the State of Jammu and
Kashmir. The Complete project length is divided into 5 packages.
3.
MOBILIZATION OF AGENCIES
3.1
INDEPENDENT ENGINEER
It was decided that Independent Engineer may be invited to participate for project management so as to
have proper management and quality assurance. Accordingly Bids were invited from pre-qualified and
shortly listed consultants and the work was allotted to M/s Euroestudios.S.L. in Association with M/s
Segmental Consulting and Infrastructure Advisory (P) Ltd. In an agreement for Independent Engineer,
services were entered into between National Highways Authority of India, Plot No. G-5 and G-6 , Sector
No.10, Dwarka, New Delhi- 110045 and M/s M/S Euroestudios.S.L., Castelló, 128, E-28006 MADRID,
ESPAÑA in Association whit M/s Segmental Consulting and Infrastructure Advisory (P) Ltd., Unit No.
419A-421, Spaze I Tech Park, Tower B-4.Sector 49, Sohna Road Gurgaon-122002– India, by Letter No.
NHAI/12015/GM (N-1)/CS-88-92/JK/2010/512 dated 05th April 2011 for commencement of service and
accordingly mobilization of Key/ Sub Key Personnel was done.
M/S Euroestudios, S.L. in Association with M/s Segmental Consulting and Infrastructure Advisory (P) Ltd.,
as Independent Engineer in accordance with the terms of the agreement in MOU, have deployed
personnel to look after the project.
Office Building for Team has been hired at Ekta Vihar, Near M.H. Hospital, Udhampur (J&K) and office is
fully operational.
Page 6
Key Staff
S.No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Position
Name
Team Leader cum Sr. Tunnel Expert
Tunnel Design Engineer
Sr. Geologist
Sr. Geotechnical Engineer
Sr. E & M Expert
Tunnel Safety Expert
Tunnel Ventilation Expert
Tunnel Excavation Expert
Tunnel Lining Expert
Tunnel Lighting Expert
Senior Quality Cum Material Expert
Bridge / Structural Engineer
Financial Expert
Legal Expert
Tunnel Engineer-1
Tunnel Engineer-2
Mr. Valentín Salcedo
Mr. JoseLuisCacho
Mr. K.S. Jamwal
Mr. Cesar Andia
Mr. José Manuel Pineda
Mr. Sanjay Kr. Sharma
Mr. Rafat Ahmad Khan
Mr. Sanat Kumar. Jain
Mr. Ravi Kant Singh
Mr. Vijay Pal Malhotra
Mr. Vikas Kohli
Mr. Ajay Mishra
Mr. Manish Kr. Sharma
Mr. Sindu Bagati
Mr. Neeraj Singh Datta
Date of Joining
25.05.2011
28.10.2013
01.06.2011
11.08.2011
28.04.2012
02.06.2011
30.06.2011
01.06.2011
01.06.2011
30.06.2011
03.06.2011
03.06.2011
30.06.2011
28.06.2011
25.05.2011
01.06.2011
Remarks
Completed
Sub-Professional Staff
S.No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Position
Name
Tunnel Fire Fighting Expert
Environmental Expert
Hydrologist/Drainage Expert
Hydrologist/Drainage Expert
Geologist
Geo-technical Engineer
Material Engineer
Material Engineer
Quantity Surveyor
Highway Engineer
Bridge Engineer
Traffic & Transportation Expert
Survey Engineer
Survey Engineer
Assist. Tunnel Excavation Expert
Assist. Tunnel Lining Expert
Horticulturalist
Lab. Technician
Lab. Technician
HTMS/Toll Expert
CAD Expert
TBN
Mr. K.L. Razdan
Mr. Susheel Sarotra
Mr. Paramjit Singh
Mr. R.K. Singh
Mr. Vishal Koul
Mr. Vikas Gupta
Mr. Mohit Gandotra
Mr. Sanjay Gupta
Mr. P.K. Mittal
Mr. Gurpreet Singh
Mr. Ratish Sharma
Mr. Shekhar Modi
Mr.Sindhu Misra
Mr. K.S. Chamak
Mr. Subash Chander
TBN
Mr. Amit Bhandari
Mr. Rajesh Mishra
Mr. Manish Deshpande
Date of Joining
01.09.2011
01.09.2011
15.09.2011
12.09.2011
13.07.2011
08.07.2011
03.10.2011
02.01.2012
01.10.2013
03.01.2014
15.07.2013
01.08.2011
02.04.2012
13.06.2011
13.06.2011
17.06.2011
20.06.2011
01.01.2013
24.06.2011
25.04.2012
02.01.2012
Remarks
Completed
Completed
Completed
Support Staff
S.No
1
2
3
4
5
6
7
8
9
Position
Name
Office Manager
Accountant
Cashier
Steno
Computer Operator
Photocopier
Office Boy
Security Guard
Security Guard
Mr. Amnish Jamwal
Mr. Pankaj Gupta
Mr. J.S. Jaswal
Mr. Vinner Bali
Mr. Ajay Singh
Mr. Sanat Kr. Mishra
Mr. Sahil Gupta
Mr. Chuni Lal
Mr. Subash Chander
Date of Joining
Remarks
01.06.2011
01.10.2013
12.04.2012
01.09.2011
01.06.2011
25.05.2011
01.02.2012
01.10.2012
01.07.2011
Page 7
3.2
DRAWL OF AGREEMENT WITH CONCESSIONAIRE
Agreement was drawn by NATIONAL HIGHWAY AUTHORITY OF INDIA (NHAI) with Chenani Nashri
Tunnel way Limited. (CNTL) on 28th June 2010. For this project IL&FS Transportation Networks Ltd has
formed a Special Purpose Vehicle (SPV) by the name of Chenani Nashri Tunnel way Limited (CNTL)
(hereinafter referred as the “Concessionaire”).
3.3
PIU
PROJECT DIRECTOR.
National Highway Authority of India – PIU
nd
315/1, 2 Floor, Channi Himmat
Jammu (J&K) 180015
4.
PRE-CONSTRUCTION ACTIVITIES
4.1.
SHIFTING OF UTILITIES
Km.89.00 to 90.20
(0.00-1.20)
y
Km 00.00 to Km 00.300
y
Land Handed over, however compensation
Hilly Section
Revenue Land /Private Land
for trees pending payment by ADC.
y
Km 00.300 to 1.20
y
Compensation for Land, Structures & Trees
pending payments by ADC.
Km. 90.20 to 130
Hilly Section
Forest Land
y
Km 1.20-10.70
y
Land Handed Over. Forest Diversion Cost
Deposited.
Page 8
4.2.
UTILIES SHIFTING & OTHER HINDRANCES
4.2.1. STATUS OF UTILITY SHIFTING
North Portal
S.No.
ListofUtilities
Chainage
Unit
Total
Status
1
OFCPillar
129.100129.500&129.500130.00
Nos.
11
Completed
2
ElectricalPole
129.100129.500&129.500130.00
Nos.
41
Completed
3
Transformer
129.100129.500
Nos.
2
Completed
4
HandPump
129.500130.00
Nos.
2
Completed
5
Shops
129.500130.00
Nos.
6
Completed
South Portal
S.No.
ListofUtilities
Chainage
Unit
Total
1
OFCPillar
89.00090.000
Nos.
8
Completed
2
ElectricalPole
89.05090.00
Nos.
15
Completed
3
Transformer
89.950
Nos.
1
Completed
4
atKm89.500
Nos.
18
Shiftingyettobestated
5
33KVA
ELECTRICALPOLE
HTTower
89.680
Nos.
1
Completed
6
ElectricalPoleLine
89.60090.000
Nos.
5
Completed
7
WaterLine
89.90090.000
Nos.
2
Completed
89.65089.700,89.900
90.000
89.00089.300,89.350
Shops
89.400,89.95090.000
ReligiousStructure 89.100,89.400,89.800
Nos.
6
Completed
Nos.
17
Completed
Nos.
3
Completed
89.05089.200,89.750
89.900,89.95090.000
89.100
Nos.
7
Completed
Nos.
1
Completed
8
9
10
House
11
TelephonePole
12
HandPump
13
PMGSY/Public
Path
Nos.
1
Status
NOC obtained from CE
PGSMYfor
merger of the village road
intomain
Highway. Land has been
acquired
Housebeyond
14
Nos.
1
Completed
89.100
Nos.
1
Completed
Km89.0
15
TelephoneTower
Page 9
4.2.2. HINDRANCES
NIL
5.
CONSTRUCTION SCHEDULE
5.1
CONSTRUCTION SHEDULE AS PER MILESTONE TARGETS.
Milestone Financial
Percentage
Date of Achievement of
Milestone as envisaged
in Concession
Agreement
Remarks
AppointedDate
(AsperAgreement)
ProjectMilestone1
0%
230511
10%
231111
AppointedDateofthe
Project
Achieved
ProjectMilestone2
20%
230512
Achieved
ProjectMilestone3
30%
231112
Achieved
ProjectMilestone4
40%
230513
Achieved
ProjectMilestone5
50%
231113
Achieved
ProjectMilestone6
60%
230514
FinancialProgressachieved
69.34%
ProjectMilestone7
70%
231114
ProjectMilestone8
80%
230515
ProjectMilestone9
90%
231115
ProjectMilestone10
100%
230516
Page 10
6.
CONTRACTOR´S RESOURCES
S.
No
1
Name of Machinery
Unit
Quantity
North Portal
South Portal
Total
Jumbo Drill (2 Boom)
Jumbo Drill (3 Boom)
Track Drill
No´s.
2
2
4
2
3
No´s.
No´s.
2
1
2
1
4
2
4
Wheel Loader
No´s.
10
3
13
5
Back Hoe Loader
No´s.
1
3
4
6
Tunnel Excavator
No´s.
11
15
26
7
Shotcrete Machine (Normet)
No´s.
3
5
8
8
Shotcrete Machine (Alivat)
No´s.
2
3
5
No´s.
2
-
2
9
Shotcrete Machine (Putzmeister)
10
Manitou Telehandler
No´s.
3
6
9
11
GHH Trucks
No´s.
5
5
10
12
D.G. Sets
No´s.
14
15
29
13
Batching Plant (30 cum)
No´s.
1 (45 cum)
1
2
14
Batching Plant (60 cum)
No´s.
2
1
3
15
Jaw Crusher
No´s.
1
1
2
16
Cone Crusher
No´s.
1
1
2
17
Screen Chieftain
No´s.
1
1
2
18
Dozer
No´s.
2
2
4
19
Roller
No´s.
2
5
7
20
Transit Mixers
No´s.
23
15
38
21
Ventilation Fans
No´s
4
5
9
22
Water Tankers
No´s.
2
3
5
23
Diesel Tankers
No´s.
1
2
3
24
Cranes
No´s.
2
2
4
25
Lighting Towers
No´s.
3
3
6
26
Boom placer
No´s.
-
1
1
27
Concrete pump
No´s.
-
3
3
28
Air Compressor
No´s.
4
3
7
29
Soil Compactors
No´s.
1
1
2
30
Grout Pumps
No´s.
3
4
7
31
Flats bed Trucks
No´s.
1
1
2
32
Welding Machines
No´s.
3
-
3
33
Bar threading Machines
No´s.
2
-
2
34
Vibrator needle
No’s
1
-
1
35
Concrete Mixer
No’s
1
-
1
36
Cutting Machine
No’s
1
-
1
37
Concrete Vibrator
No’s
1
-
1
38
Bar Cutting Machine
2
-
2
39
Box Bending Machine
No’s
2
-
2
40
Tractor
No’s
1
-
1
Total
124
115
239
Remarks
Page 11
7.
MEETINGS/SITE VISIT/PRESENTATION
7.1
7.2
7.3
MEETINGS
x
Meeting with Member Finance at NHAI Headquarters Delhi on Dated 13.05.2014.
x
Monthly meeting at I.E. Office on dated 09.05.2014.
x
Meeting with CNTL & LIN at PIU Jammu with PD & RO for vertical alignment Dated: 26.05.2014.
x
Meeting with CNTL, IE & LIN for Central Drainage on Dated 30.05.2014.
SITE VISITS
x
Acting Team Leader visited North Portal with Key Experts on dated 05.05.2014.
x
Acting Team Leader visited South Portal with Key Experts on dated19.05.2014.
x
Acting Team Leader visited North Portal with Key Experts on dated 23.05.2014.
x
Acting Team Leader visited RO & PD (NHAI) with Key experts on dated 23.05.2014 & 24.05.2014.
x
Acting Team Leader visited South Portal with Key Experts on dated 27.05.2014
PRESENTATION
x
7.4
8.
Nil
INAUGURATION
x
Escape Tunnel (South Portal)
:- First blast taken on 8th August 2011
x
Main Tunnel (South Portal)
:- First blast taken on 18 August 2011
x
Escape Tunnel (North Portal)
:- First blast taken on 8th October 2011
x
Main Tunnel (North Portal)
:- First blast taken on 22nd October 2011
th
STATUS OF WORKS
Contractor has mobilized the resources for the work. Access roads for South & North Portal have been
completed on both Portals.
Progress of Main & Escape Tunnel at both Portals was less than targeted progress, especially in final lining
works.
x
Bridge B1 – South Abutment-Abutment cap casted, Bearing has been fixed,
North Abutment- Abutment cap completed, Bearings has been fixed.
Reinforcement for soffit slab in progress.
x
Bridge B2 – Construction of Crash Barrier completed, Expansion joint Pending.
x
Slope Protection Portal Completed for both South and North Portal.
Page 12
x
Toll Plaza slope Stabilization: In South Toll Plaza location, up to date they have completed
excavation cross section no 4 and cross section no.1, 2, 3 is in progress. According to modified
design for full stabilization. Instability in lower part created a bulging and displacement of present
road, and diversion of road to accommodate 1 lane per direction has been completed. Geo
investigation of slide area is completed, drilling of boreholes with core recovery.
South Side
North side
TUNNEL WORKS
Cumulated
This month
Cumulated
This month
Escape Tunnel
x
Portal erection
100%
-
100%
x
Excavation (Full face)
4570.5 m
130.5 m
4393 m
100%
-
100%
3388.0 mts
174.5 m
3578.5 m
95.5 m
135.5m
Main Tunnel
x
Portal erection
x
Excavation
-
Heading(included adit
XP9)
-
Benching (Left side)
2276.0 m
110.0 m
3038.0 m
NIL
-
Benching (Right side)
2177.0 m
67.0 m
3113.0 m
NIL
- XP 15 (33.65m)
4.0m
4.0m
- XP 16 (33.65m)
15.0 m
6.0m
- XP 17 (33.65m)
14.0 m
3.0m
- XP 18 (33.65m)
30.0 m
NIL
- XP 19 to 21 (3 nos)
Completed
- XP 22 (33.65m)
23.0 m
- XP 23 to XP 29
Completed
Cross Passage
- XP 01 to XP 11
Completed
(11No.)
- XP 12 (33.65m)
32.5 m
NIL
- XP 13 (33.65m)
31 m
NIL
- XP 14 (33.65m)
22.5 m
7.5 m
NIL
(7 No.)
Contractor has established labor camp, site office, and other temporary structure on both the portals.
Batching plant 30 cum (Km 87) & 60 cum (near Tunnel Portal) on South side & 45 cum and 2 Nos. 60 cum
at Km 134 on North Portal are fully functional.
Page 13
a)
Documents:
Contractor has submitted documents regarding Slope Protection Works (NAR & SAR), Tunnel design &
works, Dump Areas design, Quality of materials, Permanent building work, Tunnel Monitoring, Bridge
Design & drawings, Utility Shifting, MEP works & design, etc.
Some of these documents have been reviewed and sent back to the Concessionaire after reviewing. The
following documents have been reviewed and sent back to the Concessionaire.
LETTERNo.
Date
Subject
SCOTE.TU2200
01.05.2014
CertificationofGeologicalOverbreak:November–13South,
December–13South
SCOTE.TU2201
03.05.2014
CertificationofGeologicalOverbreak:December–13,January&
February14North,December–13South
SCOTE.QL2202
05.05.2014
MixDesignsforwetshotcrete(M25)withPolyfibre&Steelfibre
–OSE
SCOTE.TW2203
05.05.2014
RockmasswaterCollector–TunnelDrainage
SCOTE.QL2204
05.05.2014
MixDesignofLiningConcreteM30:InternationalCrusher
Aggregates
SCOTE.QL2205
05.05.2014
MixDesignforGroundBeamConcreteM30:Vishavkarma
CrusherAggregates
SCOTE.GE2206
06.05.2014
AsBuiltEngineeringGeologicalDrawings
SCOTE.QL2207
06.05.2014
SCOTE.QL2208
06.05.2014
MixdesignforconcreteM10
UsingVolumetricBatchingofConcreteforFireFightingTanks
SCOTE.TU2209
06.05.2014
CertificationofGeologicalOverbreak:March–14North,January,
February&March–14South
Page 14
SCOTE.TU2210
07.05.2014
Regardingrectificationofdamagedwaterstopper
SCOTE.BG2211
08.05.2014
NorthPortalNallahBankProtectionSouthBankWestofBridge
B2
SCOTE.OT2212
08.05.2014
Reminder:2forreviewofalignmentdocuments&permanent
buildinglayout(South&North)Portal
SCOTE.EM2213
09.05.2014
ChangeofScope UpgradingLightingdesignspeedintunnelsto
70km/hr
SCOTE.EM2214
09.05.2014
MEPWorksTunnelTypicalSections
SCOTE.EM2215
09.05.2014
MEPWORKSTVSWITT&SOHNFANSFATREPORTand
GEODATAREVIEWREPORT,MEPWORKSTVSWITT&SOHN
TUNNELVENTILATIONFANSSTORAGE
SCOTE.EM2216
09.05.2014
MEPWorksTVSTechnicalSubmissionNonreturntypegravity
damperforETPressurizationsystem
SCOTE.EM2217
09.05.2014
MEPWorksTVSTechnicalSubmissionSupply/exhaustair
attenuatorMT&calforFansinMCCRoom&Ventilationroom
SCOTE.BG2218
09.05.2014
MEPWorksBuildingVentilationSouth
SCOTE.EM2219
09.05.2014
SCOTE.BG2220
10.05.2014
MEPWorksDataSheetsSignoff
RWDesignofslopeprotection&RWEastsideofbridgeb2
withoutfirebrigadebuildings&Drawings
SCOTE.EM2221
14.05.2014
MEPWorksFFSCalculationorificeplatesinsidetunnel
SPDTE.RO2222
14.05.2014
MonthlyAccidentDataforthemonthofApril2014
SCOTE.GT2223
14.05.2014
RW:DesignandDrawingsofRCCRetainingWallCh400450(Hill
SideSAR)
SCOTE.QL2224
15.05.2014
SCOTE.QL2225
15.05.2014
TestResults(3rdPartyLab)
TestResultofAggregatesfromBabaPeerStoneCrusher,Kathua
Page 15
SCOTE.QL2226
15.05.2014
RockmasscollectorCentralDrainPipe400mmdia
SCOTE.QL2227
15.05.2014
MixDesignforLiningConcreteM30:International&
VishavkarmaCrusherAggregates
SCOTE.QL2228
15.05.2014
MixDesignforLiningConcreteM30:VishavkarmaCrusher
Aggregates
SPDTE.FN2229
15.05.2014
ConcurrentauditreportofChenaniNashriTunnelwayLimitedfor
theperiodMay2011toNovember2013
SCOTE.BG2230
15.05.2014
NAR:EastSideofBridgeB2(SouthBank)RetainingWallsDetails
forRCCTypeandSteelReinforcement
SCOTE.BG2231
15.05.2014
MEPWorksVentilationSouthTunnel
SCOTE.TU2233
15.05.2014
PhysicalThicknessReportofshotcreteNorthEscapeTunnelTM
14601500andTM15001600,SouthEscapeTunnelTM1485
1600,NorthMainTunnelTM12371285
SCOTE.TU2234
15.05.2014
RecordofRemedialMeasuresforAchievingClearanceProfile
NorthMainTunnelTM12381285,NPEscapeTunnelTM(1501
1600)andSouthMainTunnelTM11951300
SPCBAD.OT2235
15.05.2014
ApplicationforseekingD.G.setauthorization
SCOTE.GE2236
16.05.2014
AsBuiltEngineeringGeologicalDrawings,Formatsof3Dand2D
EngineeringGeologicalDrawings
SCOTE.MM2237
16.05.2014
MinutesofMonthlyReviewMeetingheldatIEOfficeon0704
2014
SCOTE.RO2238
16.05.2014
SPDTE.RO2239
16.05.2014
TunnelPavementDesignReport
NoticeforChangeofScope–LandslidesonExistingHighway
SPDTE.AD2240
17.05.2014
CompletedetailsofdispatcheddocumentsforthemonthofApril
2014
SCOTE.EM2241
19.05.2014
MEPWorksFFSCalculationorificeplatesinsidetunnel
Page 16
SCOTE.EM2242
19.05.2014
MEPWorksTunnelVentilationSystemGravityWeightoperated
pressureReliefDampers
SPDTE.OT2243
19.05.2014
VideorecordingforconstructionactivitiesforperiodJan2014to
March2014
SPDTE.MR2244
19.05.2014
MonthlyProgressReportNo.34
SCOTE.GT2245
19.05.2014
SARandPMGSYRoadSlopeStabilityandProtectionDesign
Report(HillSideonly),SARandPMGSYRoaddesignandDrawings
SCOTE.TU2246
22.05.2014
PhysicalThicknessReportofshotcrete,NorthEscapeTunnelTM
16001635,SouthMainTunnelTM11951315
SCOTE.GT2247
22.05.2014
PlacementoflatticegriderinMainTunnelSouthPortal
SCOTE.TU2248
22.05.2014
RecordofRemedialMeasuresforAchievingClearanceProfile
NorthEscapeTunnelTM16001635
SCOTE.SF2249
22.05.2014
ReviewofMonthlyEnvironmentalmonitoringreportforthe
monthofMarch2014
SCOTE.SV2250
22.05.2014
GyroscopeReport(NP&SPTunnels)
SCOTE.BG2251
22.05.2014
PlateLoadtestatFoundationLevelforVentilationBuildingSPon
JammuSrinagarRoad
SPDAD.OT2252
24.05.2014
SCOTE.GT2253
24.05.2014
C.V.ofSubProfessionalreg
WaterproofinginEscapeTunnelSouthPortal
SCOTE.EM2254
26.05.2014
MEPWorksPSSDATASheetsReviewandFFSDesign
SCOTE.QL2255
27.05.2014
MixDesignforConcreteM15:BabaPeerCrusherAggregates
SCOTE.QL2256
27.05.2014
MixDesignforConcreteM25:VishavkarmaCrusherAggregates
SCOTE.QL2257
27.05.2014
MixDesignforConcreteM30:Chenab&InternationalCrusher
Aggregates
Page 17
SCOTE.QL2258
27.05.2014
MixDesignforConcreteM30:Vishavkarma&ChenabCrusher
Aggregates
SCOTE.QL2259
27.05.2014
MixDesignforConcreteM30:Vishavkarma&International
CrusherAggregates
SCOTE.QL2260
27.05.2014
Aggregates
SCOTE.QL2261
27.05.2014
SCOTE.QL2262
27.05.2014
MixdesignofLiningconcreteM30:BabaPeerCrusher
Aggregates
ThirdpartyTestreportforPVCwaterproofingMembrane
SCOTE.QL2263
27.05.2014
MixDesignforConcreteM35:BabaPeerCrusherAggregates
SCOTE.QL2264
27.05.2014
Aggregates
SCOTE.QL2265
27.05.2014
Aggregates
SCOTE.TU2266
27.05.2014
PhysicalThicknessReportofshotcreteSouthMainTunnelTM
13201380
SCOTE.TU2267
27.05.2014
RecordofRemedialMeasuresforAchievingClearanceProfile,
SouthMainTunnelTM(12851315)and(1320.51380.5),NP
EscapeTunnelTM(16361690),NorthPortal–CP28(026)and
SouthPortalCP02(035)
SCOTE.SF2268
27.05.2014
ReviewofMonthlyEnvironmentalmonitoringreportforthe
monthofApril2014
SCOTE.TW2269
27.05.2014
RockmasswaterCollector– TunnelDrainage
SCOTE.GT2270
28.05.2014
NotesonDiscussionduringJointVisitofRetainingWallatSARby
IE,ITNLandLINon12.05.2014
SCOTE.QL2271
29.05.2014
MixDesignforWetShotcrete(M25)withPolyFibre:OSECrusher
Aggregates
SPDTE.IR2272
29.05.2014
InspectionReportApril2014
Page 18
SCOTE.RO2273
29.05.2014
NotesonDiscussionregardingVerticalAlignmentbetweenNHAI,
IE,ITNLandLINon26.05.2014
SCOTE.GE2274
30.05.2014
EngineeringGeologicalSections(Vertical&Horizontal)ofthe
EscapetunnelSouthPortalfromTM4+250to4+300m,
EngineeringGeologicalSections(Vertical&Horizontal)ofthe
Maintunnel(TopHeading)SouthPortalfromTM2+900to
2+950m,EngineeringGeologicalSections(Vertical&Horizontal)
oftheMaintunnel(TopHeading)NorthPortalfromTM3+350
to3+400m,EngineeringGeologicalSections(Vertical&
Horizontal)oftheEscapetunnelNorthPortalfromTM4+100to
4+150m
SCOTE.TU2275
31.05.2014
ConcreteBlockforpullouttestingonHiltiMaterial
SCOTE.TU2276
31.05.2014
PhysicalThicknessReportofshotcreteNorthEscapeTunnelTM
16351690,CrossPassage28TM228,CrossPassage2TM830
SCOTE.TU2277
31.05.2014
RecordofRemedialMeasuresforAchievingClearanceProfile,
NorthMainTunnelTM(13161355)and(13561455)
b)
Laboratory set up: M/s Leighton has established its Laboratory for South Portal End at Plant Site at Km
87 near the batching plant, and for North Portal, established near camp at KM 134.
9.
INVOICES PAYMENT & REIMBURSEMENT
Invoice for the month of May 2014 has been submitted to Project Director NHAI (PIU Jammu) on
3rd June 2014.
Page 19
10.
EXECUTING AGENCIES AND CONTRACT DATA
10.1 AGENCIES
1.
Developer:
M/s IL & FS Transportation Networks Ltd is the Developer.
2.
Concessionaire:
They have created SPV in the name of M/s CNTL for this Project. CNTL is the Concessionaire for
this project; they have mobilized staff and established its office Hotel Singh Axis, MH Morh, Near
Vishal Mega Mart, Udhampur-182101 Distt. M/s CNTL is represented by Mr. G. Viswanathan
Managing Director.
3.
EPC Contractor:
M/s ITNL has awarded the construction to Leighton Contractors (India) Pvt. Ltd., The Contractor has
recruited following agencies for the project design purposes.
x
Geodata
(Design Consultants)
x
Geometra International (Pvt.) Ltd., Singapore
(Survey Consultants)
x
Geotrax International Services., Hyderabad
(Survey Consultants)
Page 20
10.2 CONTRACT DATA
10.2.1 PROJECT COST
Project Cost (As per Concession
Agreement) - Rs. 2519 Crore
10.2.2 CIVIL WORKS CONTRACT DETAILS
a)
Concessionaire
Chenani Nashri Tunnel way Ltd.
b)
Contractor Section
c)
Contractor Length
Chenani to Nashri Section of NH 1A
From Km. 89.00 to 130.00
10.800 Km
d)
Agreement /MOU Date
28th June 2010
e)
Agreement Amount
Rs. 2519 Crs.
f)
Commencement Date
23rd May 2011
g)
Intended date of Completion
23rd May 2016
h)
Performance Security
released
i)
Mobilization Advance and Date of payment (s)
Nil
j)
Equipment Advance and Date of Payment (s)
Nil
k)
Net Material Advance
Nil
l)
Retention Money upto date
Nil
m)
Liquidated damages, if any
-
n)
Defect Liability Period
Nil
10.2.3 SCOPE OF WORK
Main Tunnel: 9.00 km (As per CA)
Escape Tunnel: 9.00 Km
Cross Passage: 29 nos.
Rigid Pavement: 18.000 km (including Main Tunnel, Escape Tunnel and Bridges)
Flexible Pavement: 1.800 km (four lane)
Rotary Junction: 02 Nos.
Minor Bridge: 02 nos.
Culvert: 07 Nos. Box Culvert
Toll Plaza: 02 Nos.
Drainage pipe in Main Tunnel: 9.0 km (3 nos.)
Drainage pipe in Escape Tunnel: 9.0 km (2 nos.)
Drainage pipe in Cross passages: 29 Nos. (On both the ends)
Slope Protection works at Valley Side: 1520 m
Slope Protection works at Hill Side: 1750 m
Lay bays: 15 nos.
Firefighting Niches: 58 nos.
Vehicular emergency exit: 08 nos.
Ventilation Building: 02 nos.
Tunnel Control Centre (Building):02 nos.
Page 21
10.2.4 STATUS OF SUB-CONTRACTORS
Nil
10.2.5 DETAILS OF OTHER AGENCIES/SUPPLIERS
Nil
11.
WEATHER REPORT
11.1
North Portal
South Portal
Sr.
No.
Date
Max.
Temp.
(°C)
Min.
Temp.
(°C)
Snow
(cm)
Rainfall
(mm)
Max.
Temp.
(°C)
Min.
Temp.
(°C)
Snow
(cm
Rainfall
(mm)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
26-Apr-14
27-Apr-14
28-Apr-14
29-Apr-14
30-Apr-14
1-May-14
2-May-14
3-May-14
4-May-14
5-May-14
6-May-14
7-May-14
8-May-14
9-May-14
10-May-14
11-May-14
12-May-14
13-May-14
14-May-14
15-May-14
16-May-14
17-May-14
18-May-14
19-May-14
20-May-14
21-May-14
22-May-14
23-May-14
24-May-14
25-May-14
210
240
270
260
0
27 250
260
250
260
240
260
270
240
260
270
220
160
180
170
190
240
0
23 210
220
190
220
210
230
260
240
100
70
100
100
0
12 110
120
110
120
140
130
120
130
100
110
110
100
90
80
90
100
0
11 110
120
110
90
110
110
90
110
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0 CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
6mm
5mm
2mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
210
240
270
260
0
27
250
260
250
260
240
260
270
240
260
270
220
160
180
170
190
240
0
23
210
220
190
220
210
230
260
240
100
70
100
100
0
12
110
120
110
120
140
130
120
130
100
110
110
100
90
80
90
100
0
11
110
120
110
90
110
110
90
110
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0CM
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
6mm
5mm
2mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
0mm
Light
Moderate
Heavy
Violent
x
x
x
x
Precipitation rate less than 2.5 mm/ hr
Precipitation rate between 2.5 -7.6 mm/ hr
Precipitation rate between 7.6-50 mm/ hr
Precipitation rate more than 50 mm/ hr
Page 22
12.
PROGRESS OF THE PROJECT
12.1 ESTIMATION OF PHYSICAL PROGRESS IN GLOBALITY
Physical Progress has not to be taken as reference for financial progress, because it does not include
cost incurred (i) Construction of Labour camps, Batching plants and Labs (ii) Procurement of machinery
and advanced materials for construction.
Physical Progress Percentage upto May 2014
S. No. Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
29
30
Portal Construction
EMP work Portals
Dump Area South
Dump Area North
Main Tunnel - Heading
Main Tunnel - Benching
Escape Tunnel - Heading
Cross Passage - Heading
Staging for Lining
Water Proofing - Main tunnel
Lining - Main Tunnel
Water Proofing - Escape tunnel
Lining - Escape Tunnel
Lining - Cross Passage
Ground Beam Works
Pavement -Main Tunnel
Pavement -Escape Tunnel
MEP works - Main Tunnel
MEP works - Escape Tunnel
Approach Road Works - EW
Approach Road Works -Granular
Approach Road Works - BT
Misc work
Bridges
Toll Plaza
Project Facilities
Maintenance of Road
Design
Commercial Operations
Unit
LS
LS
LS
LS
RM
RM
RM
RM
No.
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
LS
LS
LS
LS
LS
LS
Weightage
Total
Scope
4.00%
1.00
1.50%
1.00
1.50%
1.00
1.50%
1.00
23.40% 8980.00
19.15% 8980.00
12.09% 8980.00
4.36%
934.00
1.40%
10.00
2.85% 8980.00
5.35% 8980.00
1.21% 8980.00
2.25% 8980.00
0.84%
934.00
1.68% 18894.00
1.55% 8980.00
0.90% 8980.00
4.20% 8980.00
2.33% 8980.00
1.07% 1820.00
0.09% 1820.00
0.15% 1820.00
0.46%
1.00
0.55%
1.00
0.22%
1.00
0.26%
1.00
0.26%
1.00
2.28%
1.00
2.60%
1.00
100.00%
Progress
0.90
0.90
0.52
0.52
6966.50
5314.70
8963.50
844.18
8.00
2719.00
2519.80
3370.00
3298.70
9.10
6961.80
0.00
0.00
0.00
0.00
200.00
0.00
0.00
0.15
0.85
0.02
0.00
0.50
0.70
0.00
%
Overall
Progress Progress
90.00%
90.00%
52.00%
52.00%
77.58%
59.18%
99.82%
90.38%
80.00%
30.28%
28.06%
37.53%
36.73%
0.97%
36.85%
0.00%
0.00%
0.00%
0.00%
10.99%
0.00%
0.00%
15.00%
85.00%
2.00%
0.00%
50.00%
70.00%
0.00%
3.60%
1.35%
0.78%
0.78%
18.15%
11.33%
12.07%
3.94%
1.12%
0.86%
1.50%
0.45%
0.83%
0.01%
0.62%
0.00%
0.00%
0.00%
0.00%
0.12%
0.00%
0.00%
0.07%
0.47%
0.00%
0.00%
0.13%
1.60%
0.00%
59.78%
Page 23
12.2 PHYSICAL PROGRESS CHARTS
12.2.1 MAIN TUNNEL
Page 24
Activity
ETElectrification/Venitlation/
FireFightinga ndNetWorking
6 ETRoadworkinsidetunnel
5
4 ETFinalLining
3 Waterproofing
2 ETDrainageSystem
1 ETExcavation
S.NO.
Achieved
0.00
8966
Target
Mtrs
0.00
Achieved
8966
Target
Mtrs
3298.70
Achieved
8966
Target
Mtrs
3370.00
Achieved
8966
Target
Mtrs
0.00
Achieved
8966
Mtrs
Target
8966
8963.60
Mtrs
Achieved
*
Target
0
268
133
339
257
154
331
330
406
389
345
480.00 248.00 538.00 520.00 480.00 480.00 600.00 726.00 540.00 500.00 450.00
30.00 286.00 132.00 350.00 270.00 131.00 345.00 350.00 484.00 347.00 330.00
600.00 536.00 604.00 660.00 600.00 600.00 660.00 653.00 585.00 446.00 500.00
31.00 94.00 162.00 229.50 312.50 283.00 263.20 283.60 358.00 331.10 332.70 477.00 428.00 394.50 401.00 352.00 443.50 400.00 322.50 327.50 135.00 112.50 124.50 77.50 55.50 159.50 148.30 177.20 318.00 284.00 303.50 288.00 287.50
35.00 86.00 168.00 229.50 305.00 294.00 263.00 309.00 305.50 303.50 225.00 274.00 300.00 275.00 322.00 322.00 320.00 330.00 281.00 286.00 286.00 250.00 260.00 235.00 365.00 320.00 340.00 340.00 320.00 308.00 315.00 360.00 310.00
346.40
440.00
315.00
580.00
266.00
130.00
unit TotalQuantity Aug11 Sep11 Oct11 Nov11 Dec11 Jan12 Feb12 Mar12 Apr12 May12 Jun12 Jul12 Aug12 Sep12 Oct12 Nov12 Dec12 Jan13 Feb13 Mar13 Apr13 May13 Jun13 Jul13 Aug13 Sep13 Oct13 Nov13 Dec13 Jan14 Feb14 Mar14 Apr14 May14
12.2.2 ESCAPE TUNNEL
Page 25
Excavation
DrainageSystem
Waterproofing
FinalLining
Electrification/Venitlation/
FireFightingandNetWorking
Roadworkinsidetunnel
2
3
4
5
6
Activity
1
S.NO.
Achieved
0.00
946
Target
Mtrs
0.00
Achieved
946
Target
Mtrs
0.00
Achieved
946
Target
Mtrs
377.67
Achieved
946
Target
Mtrs
0.00
Achieved
946
Mtrs
Target
946
844.10
Mtrs
Achieved
*
Target
8.00
83.00 52.00 18.00 36.00
8.00
42.75 33.00 44.00 58.15 15.50 26.00 15.00
56.00
26.00
36.00
17.65
16.00
6.00
56.00
2.50
0.00
19.00
4.50
9.1
71.3
37.6
205.5
28.00 23.20 23.20 19.50 65.29 65.29
68.00 10.00 42.00 10.00 10.00 26.00 34.00 67.30
unit TotalQuantity Oct12 Nov12 Dec12 Jan13 Feb13 Mar13 Apr13 May13 Jun13 Jul13 Aug13 Sep13 Oct13 Nov13 Dec13 Jan14 Feb14 Mar14 Apr14
0.00
136.00
28.00
136.00
16.50
33.63
May14
12.2.3 CROSS PASSAGE’S
Page 26
Page 27
ELECTRICAL AND
MECHANICAL INSTALLATION
(BENCHING)
(HEADING)
(BENCHING)
(HEADING)
FINAL LINING
INTIALLINING
EXCAVATION
PROGRESS IN METERS
ELECTRICAL AND
(BENCHING)
(HEADING)
(BENCHING)
(HEADING)
FINAL LINING
INTIALLINING
EXCAVATION
NORTH PORTAL
PROGRESS IN METERS
ELECTRICAL AND
(BENCHING)
(HEADING)
(BENCHING)
(HEADING)
FINAL LINING
INTIALLINING
EXCAVATION
PROGRESS IN METERS
ELECTRICAL AND
(BENCHING)
(HEADING)
(BENCHING)
(HEADING)
FINAL LINING
INTIALLINING
EXCAVATION
MAIN CARRIAGEWAY
1400
3650
1350
3600
1300
3550
1250
3500
1200
3450
1150
3400
1100
3350
1050
3300
1000
3250
950
3200
900
3150
850
3100
800
3050
750
3000
700
2950
650
2900
600
2850
550
2800
2750
500
2750
2700
450
2700
400
2650
350
2600
300
2550
250
2500
2450
200
2450
2400
150
2400
100
2350
50
2300
0
2250
2250
0
2300
50
2350
100
150
200
2500
250
2550
300
400
2650
350
2600
450
500
550
2800
2850
600
2900
650
2950
700
800
3050
750
3000
MAIN TUNNEL LINEAR PROGRESS CHART
3100
850
950
3200
900
3150
1050
3300
1000
3250
1150
3400
1100
3350
3450
1200
3500
1250
3550
1300
3600
1350
3650
1400
3700
1450
1550
3800
1500
3750
1600
3850
3900
1650
1700
2100
2050
4300
4250
2000
4250
4200
1950
4200
4150
1900
4150
4100
1850
4100
1800
4050
1800
4050
1750
4000
1750
4000
3950
1850
1900
1950
2000
2050
4300
4350
2100
4400
4450
2200
4450
MAIN TUNNEL LINEAR PROGRESS CHART
1450
3700
1600
3850
SOUTH PORTAL
RIGHT MAIN CARRIAGEWAY
1500
3750
1650
PROGRESS IN METERS
LEFT MAIN CARRIAGEWAY
RIGHT MAIN CARRIAGEWAY
1550
3800
1700
3950
3900
2150
4400
4350
4500
2250
4500
2150
2200
2250
12.2.4 STRIP CHART OF BOTH TUNNELS
Page 28
ELECTRICAL AND
PAVEMENT
FINAL LINING
INTIAL LINING
EXCAVATION (FULL FACE)
PROGRESS IN METERS
ELECTRICAL AND
PAVEMENT
FINAL LINING
INTIAL LINING
PROGRESS IN METERS
NORTH PORTAL
ELECTRICAL AND
PAVEMENT
FINAL LINING
INTIAL LINING
PROGRESS IN METERS
200
2450
150
2400
100
2350
50
2300
0
2250
ELECTRICAL AND
250
2500
PAVEMENT
300
2550
FINAL LINING
350
2600
INTIAL LINING
400
450
2700
2650
PROGRESS IN METERS
2750
500
2750
0
2250
100
2350
50
2300
2400
150
200
2450
2500
250
2550
300
2600
350
2650
400
450
2700
500
550
2850
1300
3550
1250
3500
1200
3450
1150
3400
1100
3350
1050
3300
1000
3250
950
3200
900
3150
850
3100
800
3050
3000
750
3000
ESCAPE TUNNEL LINEAR PROGRESS CHART
1350
3600
600
650
700
750
850
3100
800
3050
900
3150
3200
950
3250
1000
1100
3350
1050
3300
1150
3400
1200
3450
1300
3550
1250
3500
3600
1350
1400
3650
3700
ESCAPE TUNNEL LINEAR PROGRESS CHART
1400
3650
1550
3800
1450
3750
1500
1600
3850
1550
3800
1650
3900
1700
3950
1900
4150
1850
4100
2100
4350
2050
4300
2050
4300
2000
4250
1950
4200
2000
4250
1950
4200
2200
4450
4500
PROGRESS DIAGRAM OF CHENANI - NASHRI TUNNEL WAY (NH1A). (IE/NHDP-Phase-II/BOT/V/J&K)
2800
550
2900
650
1450
1600
1700
3950
1800
1750
4000
1850
2100
4350
2200
SOUTH PORTAL
600
2850
2800
2950
700
2950
2900
1500
3750
3700
1650
3900
3850
1750
4000
4050
1800
4050
1900
4150
4100
2150
4400
2150
4400
2250
4500
4450
2250
12.2.5 CROSS PASSAGES
946
900
850
800
750
700
650
600
550
500
450
400
350
300
250
150
100
0
50
PROGRESS IN METERS
200
CROSS PASSAGE LINEAR PROGRESS CHART
SOUTH & NORTH PORTAL
INTIAL LINING
FINAL LINING
PAVEMENT
ELECTRICAL AND MECHANICAL
INSTALLATION
12.2.6 ROAD LINER PROGRESS CHART
SouthSideApproachRoad
1150
1200
1200
1050
1050
1150
1000
1000
1100
950
950
1100
900
900
700
700
850
650
650
850
600
600
800
550
550
800
500
500
750
450
450
750
400
350
350
400
300
250
300
200
150
100
50
Length(mtr
0
Status
NorthSideApproachRoad
250
200
150
100
50
Length(mtr
0
Status
Legends
Earthwork
Subgrade
GSB
WMM
DBM
BC
12.2.7 PROGRESS OF BRIDGE & CULVERT
x
Bridge B2 – Construction of Crash Barrier completed, Expansion joint Pending
Page 29
0.00
Mile Stone Percentage
15.54
15.99
21.41
24.37
15.3
Scheduled Monthly Progress (As Per
Milestone %)
Cumulative Achieved Progress (%)
Achieved Monthly Progress (%)
Cumulative Scheduled Progress (%)
76.5
1.7
Aug- 15
(51)
78.2
1.7
79.9
1.7
81.6
1.7
83.3
1.7
85.0
1.7
Mar-15
May-15
Jul- 15
Apr-15 (47)
Jun-15 (49)
(46)
(48)
(50)
0.60
86.7
1.7
0.90
11.9
1.7
Dec-11
(7)
Feb-15
(45
Month
0.47
10.2
1.7
Nov-11
(6)
21.41
3.45
8.5
1.7
Oct-11
(5)
0.00 15.54 15.99 19.44 19.91 20.51
6.8
1.7
Sep-11
(4)
25.5
0.00 15.54 0.45
5.1
1.7
Aug-11
(3)
17.0
23.8
Cumulative Achieved Progress (%)
3.4
1.7
Jul -11
(2)
13.6
29.4
Achieved Monthly Progress (%)
June 11
(1)
11.9
25.3
1.7
Month
5.1
20.51
10.2
22.1
37.1
Cumulative Scheduled Progress (%)
3.4
19.91
8.5
32.6
20.4
35.9
1.7
1
1.7
19.44
6.8
30.3
18.7
38.9
Scheduled Monthly Progress (As Per
Milestone %)
0.0
20.0
40.0
60.0
80.0
100.0
40.5
2.96
13.6
1.7
Jan-12
(8)
28.9
41.9
46.9
48.2
34.0
35.7
49.8
25.3
0.92
15.3
1.7
29.4
4.11
17.0
1.7
30.3
0.93
18.7
1.7
Apr-12
Feb-12
Mar-12 (10)
(11)
(9)
32.3
54
32.6
2.28
20.4
1.7
May-12
(12)
37.4
54
35.9
3.33
22.1
1.7
Jun-12
(13)
39.1
54
56
44.2
45.9
1.7
88.4
1.7
90.1
1.7
91.8
1.7
93.5
1.7
95.2
1.2
49.3
51.0
52.7
56.1
67.2
57.8
37.1
1.17
23.8
1.7
38.9
1.75
25.5
1.7
40.5
1.63
27.2
1.7
1.2
97.6
1.2
1.2
98.8 100.0
41.9
1.37
28.9
1.7
43.2
1.38
30.6
1.7
46.9
3.66
32.3
1.7
48.2
1.29
34.0
1.7
49.8
1.62
35.7
1.7
54
3.73
37.4
1.7
Mar-13
(22)
59.5
54
0.50
39.1
1.7
Apr-13
(23)
61.2
69.3
64.6
68.0
54
0.44
40.8
1.7
55
0.76
42.5
1.7
56
0.83
44.2
1.7
Jul- 13
May-13
Jun-13 (25)
(26)
(24)
62.9
66.3
71.4
56
0.41
45.9
1.7
Aug- 13
(27)
69.7
74.8
57
0.76
47.6
1.7
Sep- 13
(28)
73.1
58
0.73
49.3
1.7
81.6
3.89
52.7
1.7
Dec13
(31)
79.9
1.07
54.4
1.7
Jan- 14
(32)
83.3
59.24 63.13 64.2
1.28
51.0
1.7
Oct- 13 Nov- 13
(29)
(30)
76.5
78.2
65.2
0.99
56.1
1.7
Feb14
(33)
85.0
88.4
90.1
91.8
93.5
95.2
96.4
97.6
67.2
2.03
57.8
1.7
68.3
1.05
59.5
1.7
1.7
62.9
Page 30
69.3
1.07
61.2
1.7
64.6
1.7
66.3
1.7
Jul- 14 Aug- 14
May-14
Mar-14
Jun-14 (37)
Apr-14 (35)
(38)
(36)
(34)
(39)
86.7
96.4
57
47.6
64.2
54.4
65.2
Feb-13
Oct-12
Jul- 12
Nov-12 (18) Dec-12 (19) Jan-13 (20)
Aug-12 (15) Sep-12 (16)
(21)
(17)
(14)
40.8
55
42.5
56
Sep- 15 Oct- 15 Nov- 15 Dec- 15
Mar-16
May-16
Jan-16 (56) Feb-16 (57)
Apr-16 (59)
(52)
(53)
(54)
(55)
(58)
(60)
24.37
27.2
43.2
30.6
Four Lanning of NH-1A from 89.00-130( Chenani- Nashri Section)
59.24
120.0
58
12.3 FINANCIAL PROGRESS DIAGRAM
63.13
F in a n c ia l
F in a n c ia l
68.3
68.0
1.7
Sep-14
(40)
69.7
1.7
Oct-14
(41)
98.8 100.0
71.4
1.7
Nov-14
(42)
73.1
1.7
74.8
1.7
Dec-14
Jan-15 (44)
(43)
13.
UP TO DATE STATUS OF THE TESTS
17.0 Up to Date Status of the Tests Up to May 2014
UPTO DATE STATUS
For the month May 2014
S.
No
Name of the Tests
Total no.
No. of
No. of
of Tests
Tests
Tests
Required Performed Passed
1
Cumulative upto May 2014
No. of
Tests
Failed
Total no.
of Tests
Required
No. of
Tests
Passed
No. of
Tests
Failed
Shortcrete / Concrete / Course Aggregate
a
Gradation
16
233
233
0
482
3508
34
b
FI + EI
8
21
21
0
265
582
0
0
c
AIV
8
16
16
0
272
382
d
Specific gravity
0
0
0
0
13
13
0
e
Moisture Content
120
240
240
0
4105
4833
0
g
Crushing value
4
16
16
0
141
266
0
h
Log Angles
4
10
10
0
143
269
0
2
Fine Aggregate
a
Gradation
16
65
65
0
632
1560
68
b
Moisture content
120
240
240
0
4865
6233
0
c
Specific Gravity
0
0
0
0
10
10
0
a
Fineness
3
3
3
0
108
108
0
b
IST & FST
3
3
3
0
108
108
0
c
Soundness
3
3
3
0
108
108
0
d
Consistency
3
3
3
0
108
108
0
3
Cement Ambuja 53 Grade
4
Cement Cube Strength
a
03 days
12
12
12
0
309
309
0
b
07 days
12
12
12
0
315
315
0
c
28 days
6
6
6
0
306
306
0
1912
1912
0
Pullout Testing
5
Pullout Test for Rock Bolts at
North/South Portals
81
07 Days
147
147
147
0
2748
2748
0
28 Days
252
252
252
0
6367
6367
0
07 Days
213
213
213
0
4224
4224
0
28 Days
1416
1416
1416
0
15227
15227
0
07 Days
123
123
123
0
606
606
0
28 Days
312
312
312
0
1711
1711
0
07 Days
3
3
3
0
192
192
0
28 Days
0
0
0
0
652
613
39
07 Days
6
6
6
0
18
18
0
28 Days
3
3
3
0
39
39
0
3499
39
6
a
Action taken in case of
Failied Tests./Remarks
81
81
0
Concrete Cube's Compressive Strength Test
M15
b
M30
c
M35
c
M40
c
M45
Insitu Cores Compressive Strength Test
7
Insitu Cores Compressive
Strengthat North/South
Portals
231
231
231
0
3538
Euroestudios S. L. Spain in Association with Segmental Consulting & Infrastructure Advisory (P) Ltd
Page 31
13.1 TEST RESULT OF CONCRETE CUBES
DETAILS OF WSC CORES (M25) TESTED IN THE MONTH OF MAY 2014.
SOUTH PORTAL
INSITU CORES
DATE
PANEL CASTED
Remarks
Pass
Fail
1 days
7 days
28 days
31-May-14
0
06
03
03
06
06
03
03
06
0
09
09
0
06
0
09
0
06
0
06
03
06
06
03
03
06
03
09
0
0
03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05
0
20
0
05
05
05
05
05
05
10
10
0
15
10
10
10
15
05
0
10
10
10
10
0
05
0
10
0
20
0
20
05
15
05
10
05
0
0
20
0
05
05
05
05
05
05
10
10
0
15
10
10
10
15
05
0
10
10
10
10
0
20
05
05
0
05
10
05
05
15
0
05
10
10
0
05
05
0
15
05
05
15
05
05
15
05
10
05
0
0
20
Total
123
0
215
235
210
1-May-14
2-May-14
3-May-14
4-May-14
5-May-14
6-May-14
7-May-14
8-May-14
9-May-14
10-May-14
11-May-14
12-May-14
13-May-14
14-May-14
15-May-14
16-May-14
17-May-14
18-May-14
19-May-14
20-May-14
21-May-14
22-May-14
23-May-14
24-May-14
25-May-14
26-May-14
27-May-14
28-May-14
29-May-14
30-May-14
Page 32
DETAILS OF WSC CORES (M25) TESTED IN THE MONTH OF MAY 2014.
NORTH PORTAL
INSITU CORES
DATE
PANEL CASTED
Remarks
Pass
Fail
1 days
7 days
28 days
31-May-14
0
0
03
0
09
12
12
09
06
06
03
03
06
0
0
03
06
0
03
03
03
03
06
03
0
06
0
03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05
05
05
05
05
0
10
0
05
0
05
05
0
05
05
10
05
10
0
05
0
05
05
10
05
05
10
05
05
0
15
05
10
0
05
0
0
05
05
05
05
05
0
10
0
05
0
05
05
0
05
05
10
05
10
0
05
0
05
05
0
25
15
10
10
10
05
0
10
10
05
05
10
0
0
10
05
0
05
05
05
10
05
05
10
15
05
0
0
05
05
Total
108
0
140
135
205
1-May-14
2-May-14
3-May-14
4-May-14
5-May-14
6-May-14
7-May-14
8-May-14
9-May-14
10-May-14
11-May-14
12-May-14
13-May-14
14-May-14
15-May-14
16-May-14
17-May-14
18-May-14
19-May-14
20-May-14
21-May-14
22-May-14
23-May-14
24-May-14
25-May-14
26-May-14
27-May-14
28-May-14
29-May-14
30-May-14
Page 33
DETAILS OF CUBES TESTED IN THE MONTH OF MAY 2014.
SOUTH PORTAL
Grout Cube Testing
DATE
Remarks
3 days
7 days
28 days
31-May-14
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
0
0
0
1-May-14
2-May-14
3-May-14
4-May-14
5-May-14
6-May-14
7-May-14
8-May-14
9-May-14
10-May-14
11-May-14
12-May-14
13-May-14
14-May-14
15-May-14
16-May-14
17-May-14
18-May-14
19-May-14
20-May-14
21-May-14
22-May-14
23-May-14
24-May-14
25-May-14
26-May-14
27-May-14
28-May-14
29-May-14
30-May-14
Page 34
NORTH PORTAL
Grout Cube Testing
DATE
Remarks
3 days
7 days
28 days
31-May-14
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
0
05
05
05
05
0
05
05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05
0
05
05
05
05
05
0
05
05
0
0
0
05
0
0
0
05
05
05
0
05
05
05
05
0
05
05
Total
0
40
90
1-May-14
2-May-14
3-May-14
4-May-14
5-May-14
6-May-14
7-May-14
8-May-14
9-May-14
10-May-14
11-May-14
12-May-14
13-May-14
14-May-14
15-May-14
16-May-14
17-May-14
18-May-14
19-May-14
20-May-14
21-May-14
22-May-14
23-May-14
24-May-14
25-May-14
26-May-14
27-May-14
28-May-14
29-May-14
30-May-14
Page 35
SOUTH PORTAL
Concrete Cube’s Compressive Strength
DATE
M 15
M35
M30
Remarks
M45
M40
7 Days
28 Days
7 Days
28 Days
7 Days
28 Days
7 Days
28 Days
7 Days
28 Days
31-May-14
0
12
0
0
03
0
0
0
0
0
0
0
0
0
0
06
0
03
03
0
03
03
12
03
03
06
0
0
0
0
0
0
06
0
0
0
0
0
09
03
18
0
0
0
0
0
0
0
0
09
0
0
27
09
0
0
06
0
0
0
0
0
0
12
0
09
0
0
0
0
0
03
03
03
03
0
03
09
06
0
06
03
0
03
03
03
09
03
09
09
03
03
09
0
87
18
09
27
12
27
30
60
06
60
0
57
30
0
54
0
33
24
33
0
12
27
0
60
0
0
0
0
0
30
0
0
03
0
0
06
0
0
0
06
0
09
03
03
03
03
0
03
0
03
09
06
03
0
06
03
0
03
03
06
06
0
0
09
0
0
0
33
15
0
03
0
15
30
0
0
0
0
03
15
0
30
0
0
12
0
0
26
0
0
0
33
0
0
0
0
0
0
0
0
0
0
0
0
03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03
0
0
0
0
0
0
0
Total
57
87
114
696
87
234
3
0
6
03
1-May-14
2-May-14
3-May-14
4-May-14
5-May-14
6-May-14
7-May-14
8-May-14
9-May-14
10-May-14
11-May-14
12-May-14
13-May-14
14-May-14
15-May-14
16-May-14
17-May-14
18-May-14
19-May-14
20-May-14
21-May-14
22-May-14
23-May-14
24-May-14
25-May-14
26-May-14
27-May-14
28-May-14
29-May-14
30-May-14
Page 36
NORTH PORTAL
Concrete Cube’s Compressive Strength
DATE
M 15
M35
M30
Remarks
M45
M40
7 Days
28 Days
7 Days
28 Days
7 Days
28 Days
0
21
06
15
0
06
0
0
06
0
15
12
18
09
0
06
0
0
12
0
09
0
0
09
0
06
0
06
0
09
0
0
03
03
0
06
0
03
0
06
0
0
03
06
03
06
03
06
0
06
06
0
09
0
09
03
03
03
03
03
03
03
0
51
33
33
42
48
15
48
66
15
30
30
15
63
0
0
48
0
18
45
0
15
0
15
0
18
0
15
0
24
33
0
03
03
0
0
06
0
0
03
03
06
0
03
0
03
03
0
0
0
0
0
0
0
0
0
0
0
03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31-May-14
0
0
03
0
03
0
03
0
03
0
03
0
03
06
03
03
06
03
03
03
03
06
06
03
09
0
0
06
06
06
0
Total
90
165
99
720
36
1-May-14
2-May-14
3-May-14
4-May-14
5-May-14
6-May-14
7-May-14
8-May-14
9-May-14
10-May-14
11-May-14
12-May-14
13-May-14
14-May-14
15-May-14
16-May-14
17-May-14
18-May-14
19-May-14
20-May-14
21-May-14
22-May-14
23-May-14
24-May-14
25-May-14
26-May-14
27-May-14
28-May-14
29-May-14
30-May-14
7 Days
28 Days
7 Days
28 Days
09
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06
0
0
0
0
0
0
0
0
0
09
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
0
0
0
0
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
09
0
0
0
0
0
0
0
0
0
78
0
0
0
0
Page 37
13.2 DETAILS OF AGGREGATES TESTING
DETAILS OF TESTING IN THE MONTH OF MAY 2014.
SOUTH
PORTAL
MOISTURE CONTENT %
GRADATION
DATE
10 & 20
mm
Crusher
Dust
Sand
10 mm
Crusher
Dust
20 mm
Sand
Combined
F.I
AIV
1-May-14
0
0
0
0
0
0
0
0
0
0
2-May-14
04
02
02
02
0
01
01
03
0
0
3-May-14
04
02
02
02
01
01
01
04
03
02
4-May-14
04
02
02
02
0
01
01
03
0
0
5-May-14
04
02
02
02
0
01
01
03
0
0
6-May-14
04
02
02
02
0
01
01
03
0
0
7-May-14
04
02
02
02
0
01
01
03
0
0
8-May-14
04
02
02
02
01
01
01
04
03
02
9-May-14
04
02
02
02
0
01
01
03
0
0
10-May-14
04
02
02
02
0
01
01
03
0
0
11-May-14
04
02
02
02
0
01
01
03
0
0
12-May-14
04
02
02
02
01
01
01
04
03
02
13-May-14
04
02
02
02
0
01
01
03
0
0
14-May-14
04
02
02
02
0
01
01
03
0
0
15-May-14
04
02
02
02
0
01
01
03
0
0
16-May-14
04
02
02
02
0
01
01
03
0
0
17-May-14
04
02
02
02
0
01
01
03
0
0
18-May-14
04
02
02
02
01
01
01
04
03
02
19-May-14
04
02
02
02
0
01
01
03
0
0
20-May-14
04
02
02
02
01
01
01
03
0
0
21-May-14
04
02
02
02
0
01
01
03
0
0
22-May-14
04
02
02
02
0
01
01
03
0
0
23-May-14
04
02
02
02
0
01
01
03
0
0
24-May-14
04
02
02
02
01
01
01
04
03
02
25-May-14
04
02
02
02
0
01
01
03
0
0
26-May-14
04
02
02
02
0
01
01
03
0
0
27-May-14
04
02
02
02
0
01
01
03
0
0
28-May-14
04
02
02
02
0
01
01
03
0
0
29-May-14
04
02
02
02
0
01
01
03
0
0
30-May-14
04
02
02
02
0
01
01
03
0
0
31-May-14
04
02
02
02
0
01
01
03
0
0
Total
120
60
60
60
7
30
30
95
15
10
Page 38
DETAILS OF TESTING IN THE MONTH OF MAY 2014.
NORTH
PORTAL
DATE
MOISTURE CONTENT %
10 & 20
mm
Crusher
Dust
Sand
GRADATION
10 mm
Crusher
Dust
20 mm
Sand
Combined
F.I
AIV
1-May-14
0
0
0
0
0
0
0
0
0
0
2-May-14
04
02
02
01
01
1
01
02
0
0
3-May-14
04
02
02
01
01
0
01
02
01
01
4-May-14
04
02
02
0
0
0
0
01
0
0
5-May-14
04
02
02
0
0
0
0
01
0
0
6-May-14
04
02
02
0
0
0
0
01
0
0
7-May-14
04
02
02
0
0
0
0
01
0
0
8-May-14
04
02
02
0
0
0
0
01
0
0
9-May-14
04
02
02
01
01
1
01
02
0
0
10-May-14
04
02
02
01
01
0
01
01
01
01
11-May-14
04
02
02
0
0
0
0
01
0
0
12-May-14
04
02
02
0
0
0
0
01
0
0
13-May-14
04
02
02
0
0
0
0
01
0
0
14-May-14
04
02
02
0
0
0
0
0
0
0
15-May-14
04
02
02
0
0
0
0
0
0
0
16-May-14
04
02
02
01
01
01
01
03
01
01
17-May-14
04
02
02
01
01
0
01
02
01
01
18-May-14
04
02
02
0
0
0
0
01
0
0
19-May-14
04
02
02
0
0
0
0
01
0
0
20-May-14
04
02
02
0
0
0
0
01
0
0
21-May-14
04
02
02
0
0
0
0
04
0
0
22-May-14
04
02
02
0
0
0
0
02
0
0
23-May-14
04
02
02
0
0
0
0
02
0
0
24-May-14
04
02
02
0
0
0
0
01
0
0
25-May-14
04
02
02
02
02
01
02
04
02
02
26-May-14
04
02
02
0
0
0
02
0
0
0
27-May-14
04
02
02
0
0
0
02
0
0
0
28-May-14
04
02
02
0
0
0
02
0
0
0
29-May-14
04
02
02
0
0
0
02
0
0
0
30-May-14
04
02
02
0
0
0
02
0
0
0
31-May-14
04
02
02
0
0
0
02
0
0
0
Total
120
60
60
8
8
4
20
36
06
06
Page 39
14.
SAFETY REPORT
S.no.
1
2
3
4
5
Particulars
Total Man- hours worked
Average No. of Employees
Incidents
Environment Incidents
Training (Man hours)
Up to last Month
20031455
25326
59
0
746676
Current Month
Cumulative
878850
2700
2
0
39790
20910305
28026
61
0
786466
Page 40
15.
MINUTES OF MEETING
Page 41
16.
BRIEF COMMENTS FROM ALL KEY PROFESSIONALS REGARDING CRUCIAL ISSUES AND
PROGRESS OF WORK.
Geological:
From geological point of view the excavation behavior of rocks in tunnels is smooth & favorable inspite of
variation in compressive strength of interbebbed sequence of hard sandstone, medium siltstone and soft
claystone exposed on the Tunnel face. The expected ground water conditions were also not encountered
during the excavations of all Tunnels (Main, Escape & Cross Passages). It is expected that such favorable
tunneling conditions may continue till we trigger the last blast in the tunnels.
Tunnel Lining and Tunnel Excavation:
Final lining in Main Tunnel is lagging behind the schedule. The issue has been discussed in several
meeting but still no progress has been achieved.
Finishing of lining is not satisfactory. This issue was also discussed in last monthly meeting but still finish of
surface is not upto the mark.
Undercut removal which is hampering the progress of lining
Health and Safety:
Miscellaneous issues regarding Health & Safety which effect progress of work are as following:
Muck dump inside tunnel at both portals for re-handling to dump site is being create an obstructions to
movement of vehicles and during any emergency it can be haryardous.
Housekeeping is very poor mainly at North Portal, slushy water following on occur road of Tunnel due to
choking of drains and occurs road was found with slushy water pools and uneven.
Modify ventilation system to excavation the gases from Tunnel.
Mainly at North Portal, dumper used for disposed of muck was working without tarpoline cover which create
unhealthy environment.
Highway:
Existing Highway:
Repairing of potholes is in progress near Kud and Patnitop area.
Page 42
Approach Road:
South: Alignment drawing of South approach road a gradient of 7 % is given which is more than required
5% as per IRC and needs to be revised and advised to submit it along with cross section at every 10 m.
North: Alignment drawing reviewed by I.E. with some comments, revised drawing after incorporation by
Concessionaire has not been received till date
Dump Area:
South: Construction of R.C.C wall at South dump area is in progress.
58+000-165+000: R.C.C wall up to 3.4 m height completed.
165+00 – 185+00: RCC Wall work in progress
58+000- 165+000 Apron wall completed.
Slope stabilization is in progress.
North:
Gabion wall at North Portal Dumping yard collapsed for 24.0 m approx. from Ch. 533+000 –
557+000. Revised design submitted and reviewed by IE with some comments.
0-15m PCC Laid
Structure works:
x
x
Bridge B2 – Construction of Crash Barrier completed, Expansion joint Pending
PCC for some portions of ventilation building have been done on south & north portal.
Reinforcement of base slab is in progress. Retaining wall in Nallah is in progress.
Quality:
Energy absorption test for current/ ongoing shotcrete mix designs yet to be carried out. Concessionaire
is looking alternative lab other than IIT, Chenani to conduct energy absorption test.
Concessionaire is also looking alternative lab for testing of PVC membrane in India
Geotechnical:
Main Tunnel South Portal:
x
Between MS-TM 1400 to MS-TM 1860 up to 31-05-2014, 80% convergence is within the limits and
now seems to be stabilizing.
Page 43
x
Between MS-TM 1912 to MS-TM 2252 40% convergence is within the limits this step is considered
instead for high level at deformation continuing to long time. Therefore it is proposed to apply
immediately countermeasure.
x
Between MS-TM 2277 to MS-TM 2897 up to 28-05-2014 means 85% convergence is within the
limits.
x
Between MS-TM 2925 to MS-TM 3388 up to 25-05-2014, 40% convergence is within the limits.
This stretch is considered critical for high level of deformation.
Some targets are as high as 42.66mm per month therefore it is proposal to apply immediately
countermeasures.
Rectification work from Cp 5 to (1500) to Ch.1610 is currently being carried out, this rectification
consist of mainly remove undercut, remove and replace lattice girders an additional rock bolts
installation.
Escape Tunnel South Portal:
Between ES-TM 1624 to ES-TM 2175 up to 29-05-2014, near 55% convergence is within the limits.
This stretch we considered critical for high level of deformation. Therefore it is proposed to apply
countermeasures immediately.
Between ES-TM 2225 to ES-TM 4545 Up to 29-05-2014 near 85% convergence is within the limits,
now seems to be stabilizing.
Rectification work from Ch. 1790 to Ch. 1830 is currently being carried out rectification activities.
In North Portal need to support in CP 17, 18, 19 and 22.
In Main tunnel need only smoothing and trimming and fill the shotcrete.
Tunnel Design:
Regarding the design change of Central drain in Main Tunnel, documents were submitted by EPC
(Contractor), but I.E. rejected the proposal Vide letter no. S-CO-TE.TU-2300 Dated: 06.06.2014.
ESCROW ACCOUNT
The correctness and validity of the transaction we are unable to comment as nothing is provided in the bank
statement other than debit and credit entries.
The current tax have been bookend for Rs. 14, 00,000/-. We are of the opinion that there is no need to
provide this expense as the company has not started earning the income and income tax is payable only on
income and not on loss.
Page 44
S. No.
17. DEPLOYMENT OF MAN MONTH
I-a
1
2
3
4
5
6
7
8
9
10
11
Nam e
Valentin Salcedo
Team Leader
Jose Luis Cacho
Tunnel Design Engineer
Mr. Kuldeep Singh Jamw al
Sr. Geologist
Cesar Andia
Sr. Geotechn. Engineer
J. Manuel Pineda
Sr. E & M Expert
Mr. Sanjay Kumar Sharma
Tunnel Safety Expert
Mr. Rafat Ahmad Khan
Tunnel Ventilation Expert
Mr. Sanat Kumar Jain
Tunnel Excavation Expert
Mr. Ravi Kant Singh
Tunnel Lining Expert
Mr. Vijay Pal Mahlotra
Tunnel Lighting Expert
Mr. Vikas Kohli
Senior Quality/ Material Expert
Structural, Bridge Engineer
Mr. Ajay Mishra
Financial Expert
Mr. Manish Kumar Sharma
Legal Expert
14
I-b
1
2
3
4
5
6
7
8
9
10
13
14
15
Mr. Sindu Bagati
Tunnel Engineer
Mr. Neeraj Singh Datta
Tunnel Engineer
TBN
Tunnel Fire Fighting Expert
Raman Padha
Environmental Engineer
Susheel Sarotra
Hydrologist / Drainage Expert
Kanya lal Razdan
Hydrologist / Drainage Expert
Paramjeet singh
Geologist
Rakesh Kumar Singh
Geotechnical Engineer
Vishal Koul
Material Engineer
Vikas Gupta
Material Engineer
Quantity Surveyor
Mohit Gandotra
Highw ay Engineer
Mr. Sanjay Gupta
Bridge Engineer
P.K Mittal
Traffic and Transp. Expert
Gurpreet Singh
Survey Engineer
Survey Engineer
16
17
18
19
20
21
22
23
24
25
Man
Month(Balance)
Rem arks
66
35.681
26.231
20.265
31
0.000
31
1.980
23.000
14.200
63
27.033
31
7.491
60
24.265
61
25.000
17
0.195
63
27.067
Since the Excavation of tunnel is in progress. Service continued
for the interest of the project.
31
0.000 Completed
6
4.908
7
3.625
63
26.767
SUB-PROFESIONAL STAFF
11
12
Man Month(As
per CA)
KEY PERSONNEL (PROFESIONAL STAFF)
12
13
Position
Sindhu Mishra
Shekhar Modi
Subhash Chander
Kuldeep Singh Chamak
TBN
Rajesh Mishra
Horticulturalist cum LandScaping
Expert
Lab. Tech
Amit Bhandari
Lab. Tech
Manish Deshpande
HTMS /Toll Expert
Superna Gandotra
Cad Expert
63
27.000
18
18.000
11
0.000 Completed
33
0.484
33
2.957
31
0.000
31
0.000 Completed
61
26.226
61
29.065
18
31
0.000 Completed
0.000 Completed
31
26.033
11
6.600
33
3.470
33
61
Since the Excavation of tunnel is in progress. Service continued
for the interest of the project.
0.000 Completed
25.400
61
25.400
63
27.633
63
27.533
11
11.000
63
27.767
63
28.097
6
5.134
16
0.000 Completed
Sub total - Sub-profesional Staff (I -b)
II
SUPPORT STAFF
1
Amnish Jamw al
Office Manager
66
30.000
2
Pankaj Gupta
Accountant
66
29.767
3
Mr. Jagdev Singh Jaisw al
Cashier
66
29.767
4
Sanat Kumar Mishra
Photo Machine Operator
66
29.767
5
Vinner Bali
Steno
66
30.200
6
Ajay Singh
Computer Operator
66
30.000
7
Chuni Lal
Security Guard
66
29.767
8
Sahil Gupta
Security Guard
66
30.000
9
Subash Chander
Office Boy
66
29.767
Page 45
18.
PHOTOGRAPHIC REPORT
Rock Bolting progress in Main Tunnel South Portal.
Reinforcement of Ventilation slab in Main Tunnel North Portal.
Page 46
Drilling in Escape Tunnel South Portal.
Fixing of Waterproofing Membrane in Main Tunnel North Portal.
Page 47

NATIONAL HIGHWAYS AUTHORITY OF INDIA CONSULTANCY

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