mr no. 41 final printed - nhai.org.innhai.org.in/spw/iereport/mr nov 14 .pdf · mr. k.l. razdan mr....

�

November�2014�

��

Euroestudios S. L. Spain

in Association with

Segmental Consulting & Infrastructure

Advisory (P) Ltd.

Monthly Report Nov 2014

Euroestudios S. L. Spain in Association with Segmental Consulting & Infrastructure Advisory (P) Ltd. Page 1

TABLE OF CONTENTS

1. PROJECT OVERVIEW ………………………………………………………………………………………..............4

1.1. INTRODUCTION ................................................................................................................................... 4

1.2. THE PROJECT ROAD .......................................................................................................................... 4

1.3. THE PROJECT ROAD CONSTRAINTS ................................................................................................ 4

1.4. PROPOSED PATNITOP TUNNEL ALIGNMENT .................................................................................. 5

1.5. PROJECT MAP ..................................................................................................................................... 6

2. PROJECT ASSIGNMENT .............................................................................................................................. 7

2.1. BACKGROUND .................................................................................................................................... 7

3. MOBILIZATION OF AGENCIES ..................................................................................................................... 7

3.1. INDEPENDENT ENGINEER ................................................................................................................. 7

3.2. ROLE AND FUNCTIONS OF IE ........................................................................................................... 7

3.3. ORGANISATION CHART AND STAFF LIST ....................................................................................... 8

3.4. DRAWL OF AGREEMENT WITH C0NCESSIONAIRE ....................................................................... 10

3.5. PIU ...................................................................................................................................................... 10

4. PRE-CONSTRUCTION ACTIVITIES ............................................................................................................ 10

4.1. SHIFTING OF UTILITIES .................................................................................................................... 10

4.2. UTILIES SHIFTING & OTHER HINDRANCES .................................................................................... 11

4.2.1 STATUS OF UTILITY SHIFTING ........................................................................................................ 11

4.2.2 HINDRANCES .................................................................................................................................... 11

5. CONSTRUCTION SCHEDULE ..................................................................................................................... 12

5.1. CONSTRUCTION SHEDULE AS PER MILESTONE TARGETS……………………………………… 12

5.2. INAUGURATION ................................................................................................................................. 12

6. CONTRACTOR´S RESOURCES .................................................................................................................. 13

7. MEETINGS/SITE VISIT/PRESENTATION .................................................................................................... 14

7.1. MEETINGS ......................................................................................................................................... 14

7.2. SITE VISITS ........................................................................................................................................ 14

7.3. REVIEW OF DOCUMENTS ............................................................................................................... 14

7.4. INSPECTION VISIT ............................................................................................................................ 15



8. INVOICES PAYMENT & REIMBURSEMENT ............................................................................................... 15

9. EXECUTING AGENCIES AND CONTRACT DATA ..................................................................................... 15

9.1. AGENCIES.......................................................................................................................................... 17

9.2. CONTRACT DATA .............................................................................................................................. 17

9.2.1 PROJECT COST ................................................................................................................................ 17

9.2.2 CIVIL WORKS CONTRACT DETAILS ................................................................................................ 17

9.2.3 SCOPE OF WORK ............................................................................................................................. 17

10. WEATHER REPORT .................................................................................................................................... 18

10.1. WEATHER REPORT FOR THE MONTH OF OCTOBER ................................................................... 18

11. PROGRESS OF THE PROJECT .................................................................................................................. 19

11.1 ESTIMATION OF PHYSICAL PROGRESS IN GLOBAILITY ......................................................... 19

11.2 FINANCIAL PROGRESS DIAGRAM .............................................................................................. 20

11.3 MONITORING OF WORKS ........................................................................................................... 21

11.3.1 GEOLOGICAL MONITERING ....................................................................................................... 21

11.3.2 GEO TECHNICAL MONITORING .................................................................................................. 22

11.3.3 TUNNEL WORKS MONITORING .................................................................................................. 35

11.3.4 DUMP AREA AND APPROACH ROAD ......................................................................................... 45

12 QUALITY CONTROL AND TESTING OF MATERIALS .............................................................................. 47

12.1 UP TO DATE STATUS OF TEST ................................................................................................... 47

12.2 TEST RESULT OF CONCRETE CORE & CUBES ........................................................................ 48

13 SAFETY REPORT ........................................................................................................................................ 56

14 MINUTES OF MONTHLY MEETING ........................................................................................................... 57

15 BRIEF COMMENTS FROM ALL KEY PROFESSIONALS REGARDING CRUCIAL ISSUES AND

PROGRESSOF WORK. ……….………………………………………………………………………………………58

16 NCR STATUS ……………………………………………………………………………………………… ........... …61

17 ESCROW ACCOUNT……………………………………………………………………………………………… .61

18 PHOTOGRAPHIC REPORT ....................................................................................................................... ..62



19 ANNEXURE 1 .............................................................................................................................................. 68

20 ANNEXURE 2 ............................................................................................................................................. 69

21 ANNEXURE 3 ............................................................................................................................................. 70



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.



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.



1.5. PROJECT MAP

------------ CHENANI TO BATOTE EXISTING ROAD

======= TUNNEL ALIGNMENT



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 4-Laning 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 with 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.

3.2 ROLE AND FUNCTIONS of IE

The role of IE has been described in schedule “Q” of Concession Agreement between NHAI and CNTL (SPV created by IL&FS) the main points are described below.

� Review of Drawings & Documents.

� Review, Inspection and Monitoring of construction work.

� Conducting testing on completion of construction & issuing completion/ provisional certificate.

� Review, Inspection & Monitoring of Divestment requirements.

� Determining as required under the Agreement, the costs of any works or services and / or their reasonableness.

� Determining, as required under the Agreement, the period or any extension thereof, for performing any duty or obligation.

� Assisting the parties in resolution of disputes.

� Undertaking all other duties and functions in accordance with Agreement.



3.3 ORGANIZATION CHART AND STAFF LIST

Key Staff S.No Position Name Date of Joining Remarks

1 Team Leader cum Sr. Tunnel Expert Mr. Valentín Salcedo 25.05.2011 2 Tunnel Design Engineer Mr. Jose�Luis�Cacho 28.10.2013 3 Sr. Geologist Mr. K.S. Jamwal 01.06.2011 4 Sr. Geotechnical Engineer Mr. Cesar Andia 11.08.2011 5 Sr. E & M Expert Mr. José Manuel Pineda 28.04.2012 6 Tunnel Safety Expert Mr. Sanjay Kr. Sharma 02.06.2011 7 Tunnel Ventilation Expert Mr. Rafat Ahmad Khan 30.06.2011 89

101112131415

Tunnel Excavation Expert Tunnel Lining Expert Tunnel Lighting Expert Senior Quality Cum Material Expert Bridge / Structural Engineer Financial Expert Legal Expert

Mr. Sanat Kumar. Jain Mr. Ravi Kant Singh

Mr. Vikas Kohli

Mr. Ajay Mishra Mr. Manish Kr. Sharma

01.06.2011 01.06.2011 30.06.2011 03.06.2011 03.06.2011 30.06.2011 28.06.2011

Completed

Completed

Tunnel Engineer-1 Mr. Sindu Bagati 25.05.2011 16 Tunnel Engineer-2 Mr. Neeraj Singh Datta 01.06.2011

Sub-Professional Staff S.No Position Name Date of Joining Remarks

1 Tunnel Fire Fighting Expert Mr. V.P Malhotra 07.06.2014 2 Environmental Expert 01.09.2011 Completed34

Hydrologist/Drainage Expert Hydrologist/Drainage Expert

Mr. K.L. Razdan Mr. Susheel Sarotra

01.09.2011 15.09.2011

5 Geologist Mr. Paramjit Singh 12.09.2011 6 Geo-technical Engineer 13.07.2011 Completed7 Material Engineer Mr. Vishal Koul 08.07.2011 89

10 11 12 13 14 15 16 17 18 19 20 21 22 23

Material Engineer Quantity Surveyor Highway Engineer Bridge Engineer Traffic & Transportation Expert Survey Engineer Survey Engineer Assist. Tunnel Excavation Expert Assist. Tunnel Excavation Expert Assist. Tunnel Lining Expert Assist. Tunnel Lining Expert Horticulturalist Lab. Technician Lab. Technician HTMS/Toll Expert CAD Expert

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 Mr. Kuldeep sharma Mr. Amit Bhandari Mr. Rajesh Mishra Mr. Manish Deshpande

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 14.07.2014 01.01.2013 24.06.2011 25.04.2012 02.01.2012

Completed�Completed��

Completed

Support Staff S.No Position Name Date of Joining Remarks

1 Office Manager Mr. Amnish Jamwal 01.06.2011 2 Accountant Mr. Pankaj Gupta 01.10.2013 3 Cashier Mr. J.S. Jaswal 12.04.2012 4 Steno Mrs .Superna Gandotra 01.07.2014 5 Computer Operator Mr. Ajay Singh 01.06.2011 6 Photocopier Mr. Sanat Kr. Mishra 25.05.2011 7 Office Boy Mr. Sahil Gupta 01.02.2012 89

Security Guard Security Guard

Mr. Ramesh singh Mr. Subash Chander

01.07.2014 01.07.2011

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3.4 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”).

3.5 PIU

PROJECT DIRECTOR.

National Highway Authority of India – PIU

315/1, 2nd 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) Hilly Section

Revenue Land /Private Land

� Km 00.00 to Km 00.300

� Land Handed over, however compensation

for trees pending payment by ADC.

� Km 00.300 to 1.20

� Compensation for Land, Structures & Trees

pending payments by ADC.

Km. 90.20 to 130 Hilly Section

Forest Land

� Km 1.20-10.70

� Land Handed Over. Forest Diversion Cost

Deposited.



4.2. UTILIES SHIFTING & OTHER HINDRANCES

4.2.1. STATUS OF UTILITY SHIFTING

North Portal S.�No.� List�of�Utilities� Chainage� Unit� Total� Status�

1� OFC�Pillar� 129.100�129.500�&�129.500� 130.00 Nos.� 11 Completed

2� Electrical�Pole� 129.100�129.500�&�129.500�130.00� Nos.� 41� Completed�

3� Transformer� 129.100�129.500� Nos.� 2� Completed�

4� Hand�Pump� 129.500��130.00� Nos.� 2� Completed�

5� Shops� 129.500��130.00� Nos.� 6� Completed�

South Portal S.�No.� List�of�Utilities� Chainage� Unit� Total� Status�

1� OFC�Pillar� 89.000�90.000 Nos. 8 Completed�

2� Electrical�Pole� 89.050�90.00� Nos.� 15� Completed�

3� Transformer� 89.950� Nos.� 1� Completed�

4� 33KVA�ELECTRICAL�POLE� at�Km�89.500� Nos.� 18� Shifting�in�progress�

5� HT�Tower� 89.680 Nos. 1 Completed�

6�440�VA�line�near�

Toll�Plaza�89+850� � � Shifting�yet�to�start��

7� Electrical�Pole�Line 89.600�90.000� Nos.� 5� Completed�

8� Water�Line� 89.900�90.000 Nos. 2 Completed�

9� House� 89.650�89.700,�89.900�90.000�

Nos.� 6� Completed�

10� Shops� 89.000�89.300,89.350��89.400,89.950�90.000�


11� Religious�Structure 89.100,89.400,89.800� Nos.� 3� Completed�

12� Telephone�Pole� 89.050�89.200,89.750��89.900,89.950�90.000�


13� Hand�Pump� 89.100� Nos.� 1� Completed�

14� PMGSY/Public�Path�

� Nos.� 1� Completed�

15�House�beyond��

Km�89.0�� Nos.� 1� Completed�

15� Telephone�Tower 89.100 Nos. 1 Completed�

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

Appointed�Date�(As�per�Agreement)�

0%� 23�05�11� Appointed�Date�of�the�Project�

Project�Milestone�1� 10%� 23�11�11� Achieved�

Project�Milestone�2� 20% 23�05�12 Achieved


Project�Milestone�4� 40% 23�05�13 Achieved


Project�Milestone�6� 60%� 23�05�14�Financial�Progress�achieved�

73.83%�

Project�Milestone�7� 70%� 23�11�14�

Project�Milestone�8� 80% 23�05�15



5.2 INAUGURATION

� Escape Tunnel (South Portal) :- First blast taken on 8th August 2011

� Main Tunnel (South Portal) :- First blast taken on 18th August 2011

� Escape Tunnel (North Portal) :- First blast taken on 8th October 2011

� Main Tunnel (North Portal) :- First blast taken on 22nd October 2011



6. CONTRACTOR´S RESOURCES

S. No Name of Machinery Unit Quantity

Total Remarks North Portal South Portal

1 Jumbo Drill (2 Boom) No’s 2 2 42 Jumbo Drill (3 Boom) No’s 2 2 4 3 Track Drill No’s 2 2 4 4 Wheel Loader No’s 7 3 10 5 Back Hoe Loader No’s 4 3 7 6 Tunnel Excavator No’s 14 29 43 7 Shotcrete Machine (Normet) No’s 3 5 8 8 Shotcrete Machine (Alivat) No’s 0 3 3

9 Shotcrete Machine (Putzmeister) No’s 2 0 2

10 Manitou Telehandler No’s 5 6 11

11 GHH Trucks No’s 5 59 64

12 D.G. Sets No’s 14 15 29 13 Batching Plant (30 cum) No’s 0 1 1 14 Batching Plant (60 cum) No’s 2 1 3 15 Jaw Crusher No’s 0 2 2 16 Cone Crusher No’s 0 2 2 17 Screen Chieftain No’s 0 2 2 18 Dozer No’s 2 3 5 19 Roller No’s 3 5 8 20 Transit Mixers No’s 13 29 42 21 Ventilation Fans No’s 4 4 8 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 2 27 Concrete pump No’s 6 4 10 28 Air Compressor No’s 5 3 8 29 Soil Compactors No’s 0 1 1 30 Grout Pumps No’s 3 3 6 31 Flats bed Trucks No’s 1 1 2 32 Welding Machines No’s 3 0 333 Bar threading Machines No’s 2 0 234 Vibrator needle No’s 1 0 135 Concrete Mixer No’s 1 0 136 Cutting Machine No’s 1 0 137 Concrete Vibrator No’s 1 0 138 Bar Cutting Machine No’s 2 0 239 Bar Bending Machine No’s 2 0 240 Tractor No’s 1 0 1

Total 122 201 323



7. MEETINGS /SITE VISITS / REVIEW OF DOCUMENTS

7.1 MEETINGS

� Meeting with PD, NHAI, at PD Office, Jammu dated. 5.11.14

� Meeting with PD, NHAI, at PD Office, Jammu, dated.12.11.14.

� Meeting with RO and PD, NHAI, at PIU Jammu, dated.18.11.14.

� Meeting at NHAI Head Quarters, New Delhi, dated.20.11.14.

� Meeting with PD, NHAI, at PD Office ,Jammu, dated.28.11.14

7.2 SITE VISITS

� Team Leader visited South Portal dated 01.11.14.

� Team Leader visited North Portal dated 08.11.14.

� Team Leader visited North Portal dated 15.11.14.

� Team Leader visited site for identification of toilet block for school dated 25.11.14

� Team Leader visited South Portal along with NHAI Trainee dated 27.11.14

7.3 REVIEW of DOCUMENTS /DRAWINGS:

Contractor has submitted documents regarding Engg. Geo Section, NAR Pedestrian Underpass/Cattle

Crossing, Toll Plaza Slope Protection, SAR Alignment Drawing Geotechnical Design Toll Plaza s, 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.

Letter�no� �Date� Subject

S�CO�TE.RO�2727� 01.11.2014 NAR�Pedestrian�Underpass/Cattle�Crossing�

S�CO�TE.GT�2729� 03.11.2014 SAR�Toll�Plaza�Slope�Protection

S�CO�TE.GE�2730� 03.11.2014 3D�Engineering�Geological�Map�of�the�Main�Tunnel�(Top�Heading)�South�Portal�

S�CO�TE.GE�2731� 03.11.2014 Engg�Geo�Section�(Vertical�&�Horizontal)�of�the�South�Portal�Main�Tunnel�

S�CO�TE.QL�2732� 04.11.2014 Mix�design�for�Wet�Shotcrete�(M�25)�with�Poly�fibre:�OSE�Crusher�Aggregates�



S�CO�TE.QL�2735� 04.11.2014 Mix�design�for�Wet�Shotcrete�(M�25)�with�Steel�fibre:�OSE�Crusher�Aggregates�

S�CO�TE.RO�2739� 04.11.2014 SAR�Alignment�Drawings

S�CO�TE.GE�2740� 04.11.2014 Escape�Tunnel�As�Built�Engg�Geo�Map�from�Ch�7+962�to�Ch�9+212

S�CO�TE.RO�2742� 07.11.2014 Intensive�Examination�Report�of�CTE’s�Organization�of�CVC

S�CO�TE.RO�2743� 07.11.2014 Slope�Protection�Works�for�Valley�Side�South�Toll�Plaza�

S�CO�TE.BG�2747� 10.11.2014 SAR�Hill�Side�Chainage�390�to�420



S�CO�TE.TU�2748� 11.11.2014 TW� Report�on�Intermediate�Ceiling�Corbel�Structural�Analysis

S�CO�TE.GT�2749� 11.11.2014 Deformation�Linear�Chart�and�monitoring�control�criteria�

S�CO�TE.TU�2750� 12.11.2014 Tunnel�Works:�Main�Tunnel�Cable�Trench�Structural�Calculation�Report�

S�CO�TE.RO�2752� 12.11.2014 Notice�for�Slow�Progress

S�CO�TE.QL�2754� 14.11.2014 Mix�design�for�Dry�Lean�concrete:�Vishavkarma�Crusher�Aggregates


S�CO�TE.QL�2756� 14.11.2014 Test�results�(3rd�Party�Lab)

S�CO�TE.QL�2757� 14.11.2014 Third�Party�Test�for�Geotextile�Material

S�CO�TE.RO�2761� 17.11.2014 Notice�for�Slow�Progress

S�CO�TE.QL�2763� 19.11.2014 Test�results�(3rd�Party�Lab)


S�CO�TE.GT�2767� 24.11.2014 Geotechnical�Design�Toll�Plaza

S�CO�TE.QL�2770� 25.11.2014 Third�Party�test�for�fibres


S�CO�TE.GE�2772� 27.11.2014 3D�Engineering�Geological�Map�of�the�CP�18�Exc�from�North�from�Tm�00.00�to�32.60�

S�CO�TE.GE�2773� 27.11.2014 Engg�Geo�Section�(Vertical�&�Horizontal)�of�the�CP�18�Exc�from�North�

S�CO�TE.GE�2775� 29.11.2014 Escape�Tunnel�As�Built�Engg�Geo�Map

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.

7.4 Inspection Visit

IE have carried regular inspection of site during this month.

The inspection visit report is included in ANNEXURE-1.

8. INVOICES PAYMENT & REIMBURSEMENTInvoice for the month of November 2014 has been submitted to Project Director NHAI (PIU Jammu) on

1st Dec 2014.

9. EXECUTING AGENCIES AND CONTRACT DATA

9.1 AGENCIES

9.1.1 Developer: M/s IL & FS Transportation Networks Ltd is the Developer.

9.1.2 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. J.S. Rathore Project

Director.



9.1.3 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.

� Geodata (Design Consultants)

� Geometra International (Pvt.) Ltd., Singapore (Survey Consultants)

� Geotrax International Services., Hyderabad (Survey Consultants)

� SMEC (Design Consultants)



9.2 CONTRACT DATA

9.2.1 PROJECT COST Project Cost (As per Concession Agreement) – Rs. 2519 Crore

9.2.2 CIVIL WORKS CONTRACT DETAILS

a) Concessionaire Chenani Nashri Tunnel way Ltd.

b) Contractor Section Chenani to Nashri Section of NH 1A From Km. 89.00 to 130.00

c) Contractor Length 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

9.2.3 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.



10. WEATHER REPORT

10.1 WEATHER REPORT FOR THE MONTH OF NOVEMBER

Sr. No. Date

North Portal South Portal

Max. Temp.

(°C)

Min. Temp.

(°C)

Snow (cm)

Rainfall (mm)

Max. Temp.

(°C)

Min. Temp.

(°C)

Snow (cm

Rainfall (mm)

1� 26-Oct-14 14.5 23.4 0 0 OFF2� 27-Oct-14 15.5 24.8 0 0 22.9 14.9 0 0 3� 28-Oct-14 14.7 24.5 0 0 23.6 14.6 0 0 4� 29-Oct-14 12.8 25.6 0 0 22.3 13.7 0 3.3 5� 30-Oct-14 12.9 24.5 0 0 23.4 14.3 0 0 6� 31-Oct-14 OFF 22.6 15.1 0 0 7� 01-Nov-14 SUNDAY 19.9 13.9 0 0 8� 02-Nov-14 12.8 26.2 0 0 OFF9� 03-Nov-14 13.4 25.1 0 0 21.3 14.0 0 0

10� 04-Nov-14 12.2 26.8 0 0 20.9 14.1 0 0 11� 05-Nov-14 11.8 25.7 0 0 21.6 14.3 0 0 12� 06-Nov-14 13.2 26.4 0 0 23.7 13.4 0 0 13� 07-Nov-14 13.4 22.3 0 27 22.9 13.3 0 7.6 14� 08-Nov-14 SUNDAY 21.3 12.9 0 0 15� 09-Nov-14 9.8 22.6 0 0 OFF16� 10-Nov-14 9.3 25.0 0 0 22.0 14.1 0 0 17� 11-Nov-14 10.2 23.9 0 0 22.9 14.3 0 0 18� 12-Nov-14 8.1 24.8 0 0 22.2 13.9 0 0 19� 13-Nov-14 7.4 23.2 0 0 22.8 12.6 0 0 20� 14-Nov-14 7.1 25.3 0 0 22.3 13.2 0 0 21� 15-Nov-14 SUNDAY 22.6 13.6 0 0 22� 16-Nov-14 6.8 24.7 0 0 23.2 13.0 0 0 23� 17-Nov-14 6.2 23.6 0 0 23.2 13.1 0 0 24� 18-Nov-14 6.0 25.0 0 0 22.4 11.3 0 0 25� 19-Nov-14 5.9 19.8 0 0 22.5 9.4 0 0 26� 20-Nov-14 6.1 20.3 0 0 20.6 8.3 0 0 27� 21-Nov-14 5.6 19.2 0 0 20.8 7.5 0 0 28� 22-Nov-14 6.0 19.8 0 0 18.2 7.1 0 0 29� 23-Nov-14 6.3 19.6 0 0 19.8 7.0 0 0 30� 24-Nov-14 SUNDAY 6.8 0 031� 25-Nov-14 6.1 19.3 0 0 18.8 6.6 0 0

Light Precipitation rate less than 2.5 mm/ hr

Moderate � Precipitation rate between 2.5 -7.6 mm/ hr Heavy Violent � Precipitation rate between 7.6-50 mm/ hr

� Precipitation rate more than 50 mm/ hr



11. PROGRESS OF THE PROJECT

11.1 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.

S. No. Item Unit WeightageTotal Scope Progress

%Progress

Overall Progress

1 Portal Construction LS 4.00% 1.00 0.90 90.00% 3.60%2 EMP work Portals LS 1.50% 1.00 0.90 90.00% 1.35%3 Dump Area South LS 1.50% 1.00 0.66 66.00% 0.99%4 Dump Area North LS 1.50% 1.00 0.52 52.00% 0.78%5 Main Tunnel - Heading RM 23.40% 8966.00 7833.50 87.37% 20.44%6 Main Tunnel - Benching RM 19.15% 8966.00 6525.40 72.78% 13.94%7 Escape Tunnel - Heading RM 12.09% 8966.00 8966.00 100.00% 12.09%8 Cross Passage - Heading RM 4.36% 945.38 905.50 95.78% 4.18%9 Staging for Lining No. 1.40% 10.00 8.00 80.00% 1.12%

10 Water Proofing - Main tunnel RM 2.85% 8966.00 3742.00 41.74% 1.19%11 Lining - Main Tunnel RM 5.35% 8966.00 3354.50 37.41% 2.00%12 Water Proofing - Escape tunnel RM 1.21% 8966.00 4093.00 45.65% 0.55%13 Lining - Escape Tunnel RM 2.25% 8966.00 3957.10 44.13% 0.99%14 Lining - Cross Passage RM 0.84% 934.00 41.90 4.49% 0.04%15 Ground Beam Works RM 1.68% 18894.00 8863.70 46.91% 0.79%16 Pavement -Main Tunnel RM 1.55% 8966.00 0.00 0.00% 0.00%17 Pavement -Escape Tunnel RM 0.90% 8966.00 0.00 0.00% 0.00%18 MEP works - Main Tunnel RM 4.20% 8966.00 0.00 0.00% 0.00%19 MEP works - Escape Tunnel RM 2.33% 8966.00 0.00 0.00% 0.00%20 Approach Road Works - EW RM 1.07% 1820.00 400.00 21.98% 0.24%21 Approach Road Works -Granular RM 0.09% 1820.00 0.00 0.00% 0.00%22 Approach Road Works - BT RM 0.15% 1820.00 0.00 0.00% 0.00%23 Misc work RM 0.46% 1.00 0.15 15.00% 0.07%24 Bridges LS 0.55% 1.00 0.90 90.00% 0.50%25 Toll Plaza LS 0.22% 1.00 0.02 2.00% 0.00%26 Project Facilities LS 0.26% 1.00 0.00 0.00% 0.00%27 Maintenance of Road LS 0.26% 1.00 0.50 50.00% 0.13%29 Design LS 2.28% 1.00 0.70 70.00% 1.60%30 Commercial Operations LS 2.60% 1.00 0.00 0.00% 0.00%

100.00% 66.58%

Physical Progress Percentage upto November 2014

Mon

thly

Rep

ort N

ov 2

014

Eur

oest

udio

s S. L

. Spa

in in

Ass

ocia

tion

with

Seg

men

tal C

onsu

lting

& In

fras

truc

ture

Adv

isor

y (P

) Ltd

.Pa

ge 2

0

11.2

FIN

AN

CIA

L PR

OG

RES

S D

IAG

RA

M

1.7

3.4

5.1

6.8

8.5

10.2

11.9

13.6

15.3

17.0

18.7

20.4

22.1

23.8

25.5

27.2

28.9

30.6

32.3

34.0

35.7

37.4

39.1

40.8

42.5

44.2

45.9

47.6

49.3

51.0

52.7

54.4

56.1

57.8

59.5

61.2

62.9

64.6

66.3

68.0

69.7

71.4

73.1

74.8

76.5

78.2

79.9

81.6

83.3

85.0

86.7

88.4

90.1

91.8

93.5

95.2

96.4

97.6

98.8

100.

0

0.00

15.54

15.99

19.44

19.91

20.51

21.41

24.37

25.3

29.4

30.3

32.6

35.9

37.1

38.9

40.5

41.9

43.2

46.9

48.2

49.8

54

54

54

55

56

56

57

58

59.24

63.13

64.2

65.2

67.2

68.3

69.3

70.5

71.4

72.4

73.2

73.8

73.8

0.0

20.0

40.0

60.0

80.0

100.

0

120.

0

1

Mile Stone Percentage

Four

Lan

ning

of N

H-1

A fro

m 8

9.00

-130

( Che

nani

-Nas

hri S

ectio

n)

Mon

thJu

ne 1

1

(1) Ju

l -11

(2)

Aug-

11 (

3)Se

p-11

(4)

Oct-1

1 (

5)No

v-11

(6)

Dec-

11

(7

)Ja

n-12

(8

)Fe

b-12

(9)

Mar

-12 (1

0)Ap

r-12

(11)

May

-12

(12)

Jun-

12

(13)

Jul-

12

(14

)Au

g-12

(15)

Sep-

12 (1

6)Oc

t-12

(17)

Nov-

12 (1

8)De

c-12

(19)

Jan-

13 (2

0)Fe

b-13

(21)

Mar

-13

(22)

Apr-1

3 (2

3)M

ay-13

(2

4)Ju

n-13

(25)

Jul-

13

(2

6)Au

g-

13

(2

7)Se

p-

13

(2

8)Oc

t- 1

3

(29)

Nov-

13

(3

0)

Dec-

13

(31)

Jan-

14

(3

2)

Feb-

14

(33)

Mar

-14

(34)

Apr-1

4 (3

5)M

ay-14

(3

6)Ju

n-14

(37)

Jul-

14

(3

8)Au

g- 1

4

(39)

Sep-

14

(40)

Oct-1

4 (4

1)No

v-14

(4

2)De

c-14

(4

3)Ja

n-15

(44)

Feb-

15

(45

Sche

duled

Mon

thly

Prog

ress

(As

Per

Mi

lesto

ne %

)1.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

7

Cum

ulat

ive S

ched

uled

Pro

gres

s (%

)1.

73.4

5.16.8

8.510

.211

.913

.615

.317

.018

.720

.422

.123

.825

.527

.228

.930

.632

.334

.035

.737

.439

.140

.842

.544

.245

.947

.649

.351

.052

.754

.456

.157

.859

.561

.262

.964

.666

.368

.069

.771

.473

.174

.876

.5

Achie

ved

Mont

hly P

rogr

ess

(%)

0.00

15.5

40.

453.

450.

470.

600.

902.

960.

924.

110.

932.

283.

331.

171.

751.

631.

371.

383.

661.

291.

623.

730.

500.

440.

760.

830.

410.

760.

731.

283.

891.

070.

992.

031.

051.

071.

120.

981.

000.

740.

650.

00

Cum

ulat

ive A

chie

ved

Prog

ress

(%)

0.00

15.5

415

.9919

.4419

.9120

.5121

.4124

.3725

.329

.430

.332

.635

.937

.138

.940

.541

.943

.246

.948

.249

.854

5454

5556

5657

5859

.2463

.1364

.265

.267

.268

.369

.370

.571

.472

.473

.273

.873

.8

Mon

thFe

b-15

(4

5M

ar-15

(4

6)Ap

r-15 (

47)

May

-15

(48)

Jun-

15 (4

9)Ju

l- 1

5

(50)

Aug-

15

(51)

Sep-

15

(52)

Oct-

15

(5

3)No

v-

15

(54)

Dec-

15

(55)

Jan-

16 (5

6)Fe

b-16

(57)

Mar

-16

(58)

Apr-1

6 (5

9)M

ay-16

(6

0)

Sche

duled

Mon

thly

Prog

ress

(As

Per

Mi

lesto

ne %

)1.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

71.

21.

21.

21.

2

Cum

ulat

ive S

ched

uled

Pro

gres

s (%

)76

.578

.279

.981

.683

.385

.086

.788

.490

.191

.893

.595

.296

.497

.698

.810

0.0

Achie

ved

Mont

hly P

rogr

ess

(%)

Cum

ulat

ive A

chie

ved

Prog

ress

(%)

Financial Financial



11.3 MONITORING OF WORKS

11.3.1 Geological Observations:

South Portal – Main Tunnel

No excavation

North Portal – Main Tunnel

No excavation

Vertical longitudinal profile along central line & horizontal plan of the Cross Passage NO.18 excavated

from North Portal

For Main Tunnel one drawing has been received, covering the tunnel length of 32.60m only From RD: - 00.00m

to RD: - 32.60m. These results match with the submitted logs of the tunnel and rock mass class is B1.

3-D Engineering Geological mapping of the Cross Passage No.18 excavated from North

Portal.

During the month of November 2014, only 32.60m long 3-D Geological Map for excavated from

North Portal from RD 00.00m to RD 32.60m have been received. These drawings are

understandable and match with the geological face logs of the tunnel. The submitted profile has

shown B1 rock mass class.

.

Escape Tunnel As Built Engineering Geological Map

During the month of November 2014, only 17 Nos. of drawings have been received from Ch. 7 + 412

to Ch. 7+962 and Ch.7+112 to Ch. 7+412. These drawings are verified and correct.

Some of the Drawings are attached in ANNEXURE 2



11.3.2 Geotechnical Monitoring (Instrumentation)

Convergence Last Maximum Value (mm)

Main Tunnel South Portal

Limit 20% (96mm) of B1 Limit 100% of B1 (160mm) Limit more than 100% of B1 (mm)

� M-S-TM-1831-M-S-TM-1845

� M-S-TM-2332-M-S-TM-2357

� M-S-TM-2477-M-S-TM-3261

� M-S-TM-3296 � M-S-TM-3338-M-S-TM-

33912

� M-S-TM-1785 � M-S-TM-2042 � M-S-TM-2141 � M-S-TM-2227 � M-S-TM-2252-M-S-TM-2311 � M-S-TM-2376

� M-S-TM-2398-M-S-TM- 2448

� M-S-TM-1860� M-S-TM-1912-M-S-TM-1930�M-S-TM-1983�M-S-TM-2084



Radial Deformation > 2mm

Section Last Updated Support Type

M-S-TM-1816 26/11/2014 B1�

M-S-TM-1831 26/11/2014 B1�

M-S-TM-1845 26/11/2014 B1�

M-S-TM-1860 26/11/2014 B1�

C-S-M-S-TM-1877 26/11/2014 B1�

C-S-M-S-TM-1895 26/11/2014 B1�

M-S-TM-1912 26/11/2014 B1�

M-S-TM-1930 26/11/2014 B1�

M-S-TM-1983 26/11/2014 B1�

C-S-MS TM1998 20/10/2014 B1�

C-S-MS TM2012 27/11/2014 B1�

C-S-MS TM2027 27/11/2014 B1�

M-S-TM-2042 27/11/2014 B1�

C-S-MS TM2056 27/11/2014 B1�

C_S_MS TM2070 27/11/2014 B1�

M-S-TM-2084 27/11/2014 B1�

C_S_MS TM2096 27/11/2014 B1�



M-S-TM-2107 27/11/2014 B1�

C_S_MS TM2125 27/11/2014 B1�

M-S-TM-2141 27/11/2014 B1�

C_S_MS TM2157 27/11/2014 B1�

C_S_MS TM2175 27/10/2014 B1�

M-S-TM-2192 27/11/2014 B1�

C_S_MS TM2209 28/11/2014 B1�

M-S-TM-2227 28/11/2014 B1�

C_S_MS TM2239 28/11/2014 B1�

M-S-TM-2252 28/11/2014 B1�

M-S-TM-2277 28/11/2014 B1�

M-S-TM-2297 28/11/2014 B1�

M-S-TM-2311 28/11/2014 B1�

M-S-TM-2332 28/11/2014 B1�

M-S-TM-2357 28/11/2014 B1�

MS- TM 2376 28/11/2014 B1�

MS- TM 2387 28/11/2014 B1�

MS- TM 2398 28/11/2014 B1�



MS- TM 2405 28/11/2014 B1�

MS- TM 2418 28/11/2014 B1�

M-S-TM-2524 29/11/2014 B1�

M-S-TM-2550 29/11/2014 B1�

M-S-TM-2575 29/11/2014 B1�

M-S-TM-2600 29/11/2014 B1�

M-S-TM-2640 29/11/2014 B1�

MS- TM 2677 29/11/2014 B1

CS_MS_TM2706 29/11/2014 B1�

M-S-TM-2731 29/11/2014 B1�

M-S-TM-2784 29/11/2014 B1�

M-S-TM-2810 30/11/2014 B1�

M-S-TM-2847 30/11/2014 B1�

M-S-TM-2872 30/11/2014 B1�

M-S-TM-2897 30/11/2014 B1�

M-S-TM-2925 30/11/2014 B1�

M-S-TM2-955 30/11/2014 B1�

M-S-TM-2976 30/11/2014 B1�



M-S-TM-2987 30/11/2014 B1�

M-S-TM-3016 30/11/2014 B1�

M-S-TM-3042 30/11/2014 B1�

M-S-TM 3069 24/11/2014 B1�

M-S-TM-3094 24/11/2014 B1�

M-S-TM-3122 23/11/2014 B1�

M-S-TM-3150 23/11/2014 B1�

M-S-TM-3236 23/11/2014 B1�

M-S-TM-3386 24/11/2014 B1�

M-S-TM-3296 24/11/2014 B1�

M-S-TM-3548 24/11/2014 B1�

M-S-TM-3576 24/11/2014 B1�

M-S-TM-3587 24/11/2014 B1�

M-S-TM-3596 24/11/2014 B1�

M-S-TM-3606 24/11/2014 B1�

M-S-TM-3616 24/11/2014 B1�

M-S-TM-3729 25/11/2014 B1�

M-S-TM-3768 25/11/2014 B1�



M-S-TM-3790 25/11/2014 B1�

M-S-TM-3810 25/11/2014 B1�


Main Tunnel North Portal

Limit 20% (96mm) of B1 Limit 100% of B1 (160mm) Limit more than 100% of B1 (mm)

� MN- TM 2740� MN-TM 2815- MN-TM

4197

------------------- MN- TM 2712

Limit 20% (72mm) of B1* Limit 100% of B1* (120mm) Limit more than 100% of B1* (mm)

� MN-TM 1760 � MN-TM1910- MN-TM 2610 � MN-TM2790

� MN- TM 1810 –MN- TM 1860

� MN- TM 2310 � MN- TM 2660 –MN- TM

2680

� MN- TM 2700




Section last Updated Support Type

M-N-TM-2360 06/11/2014 B1*

M-N-TM-2680 17/11/2014 B1*

M-N-TM-2700 17/11/2014 B1*

M-N-TM-2740 17/11/2014 B1*

M-N-TM-2770 17/11/2014 B1*

M-N-TM-2790 17/11/2014 B1*

M-N-TM-2840 17/11/2014 B1

M-N-TM-2890 15/11/2014 B1*

M-N-TM-3052 28/11/2014 B1

M-N-TM-3078 28/11/2014 B1

M-N-TM-3414 04/11/2014 B1

M-N-TM-3440 04/11/2014 B1

M-N-TM-3465 04/11/2014 B1

M-N-TM-3575 24/11/2014 B1

M-N-TM-3602 24/11/2014 B1

M-N-TM-3628 24/11/2014 B1

M-N-TM-3790 24/11/2014 B1

M-N-TM-3816 24/11/2014 B1

M-N-TM-4092 22/11/2014 B1

M-N-TM-4118 22/11/2014 B1

M-N-TM-4145 22/11/2014 B1




Escape Tunnel South Portal

Limit 20% (48mm) at B1 Limit 100% of B1 (80mm) Limit more than 100% of B1 (mm)

� ES-TM 2540-TM 2700 � ES-TM 2803-TM 2907 � ES-TM 3270- ES-TM 3370

� ES-TM 3429- ES-TM 4361

� ES-TM 4401- ES-TM 4545

� ES-TM 2225 � ES-TM 2316 � ES-TM 2957- ES-TM 3054 � ES-TM 3404

� ES-TM 2264 � ES-TM 2370 � ES-TM3107

Limit 20% (36mm) at B1* Limit 100% of B1* (60mm) Limit more than 100% of B1* (mm)

� ES-TM 2435- ES-TM 2486 � ES-TM 2700 � ES-TM 2856

--------- � ES-TM 1907- ES-TM 2175 � ES-TM 2752

Limit 20% (72mm) at B2 Limit 100% of B2 (120 mm) Limit more than 100% of B2 (mm)

------------- --------------------- � ES-TM 1852

Limit 20% (24mm) at A2 Limit 100% of A2 (40 mm) Limit more than 100% of AB2 (mm)

-------- ------------- ------------




Section last Updated support Type

E-N-TM-1955 18/11/2014 B1*

E-N-TM-1960 09/11/2014 B1*

E-N-TM-2066 25/11/2014 B1*

E-N-TM-2175 26/11/2014 B1*

E-N-TM-2225 26/11/2014 B1

E-N-TM-2245 27/11/2014 B1

E-N-TM-2264 27/11/2014 B1

E-N-TM-2370 27/11/2014 B1�

E-N-TM-2435 27/11/2014 B1�

E-N-TM-2752 29/11/2014 B1�

E-N-TM-2856 29/11/2014 B1�

E-N-TM-2907 29/11/2014 B1�

E-N-TM-3054 30/11/2014 B1�

E-N-TM-3167 30/11/2014 B1�

E-N-TM-3220 30/11/2014 B1�

E-N-TM-3370 19/11/2014 B1

E-N-TM-3404 19/11/2014 B1�



E-N-TM-3429 19/11/2014 B1�

E-N-TM-3439 19/11/2014 B1�

E-N-TM-3449 19/11/2014 B1�

E-N-TM-3577 20/11/2014 B1�

E-N-TM-3620 20/11/2014 B1�

E-N-TM-3676 20/11/2014 B1

E-N-TM-3754 15/11/2014 B1

E-N-TM-3876 21/11/2014 B1

E-N-TM-4086 23/11/2014 B1

E-N-TM-4275 22/11/2014 B1

E-N-TM-4426 22/11/2014 B1




Escape Tunnel North Portal


� EN-TM 3057-TM 3624 � EN-TM 3680-TM 4395 � EN-TM 3651

--------

Limit 20% (36mm) at B1* Limit 100% of B1* (60mm) Limit more than 100% of B1* (mm)

� EN-TM 2225–TM 2550 � EN-TM 2650 � EN-TM 2800–TM 2950 � EN-TM 3050

� EN-TM2075-EN-TM 2175 � EN-TM 2600 � EN-TM 2750

� EN-TM 2700- EN-TM 2720

� EN-TM 3000


------------ ----- -----

Limit 20% (24mm) of A2* Limit 100% of A2 (40mm) Limit more than 100% of A2 (mm)

------------------ -------- --------




Section last Updated Support Type

E-N-TM2650 30/11/2014 B1

E-N-TM2720 19/11/2014 B1

E-N-TM2750 19/11/2014 B1

E-N-TM3000 07/11/2014 B1

E-N-TM3050 07/11/2014 B1

E-N-TM3057 07/11/2014 B1

E-N-TM3100 07/11/2014 B1

E-N-TM3130 07/11/2014 B1

E-N-TM3183 07/11/2014 B1

E-N-TM3233 07/11/2014 B1

E-N-TM3330 06/11/2014 B1

E-N-TM3335 21/11/2014 B1

E-N-TM3480 21/11/2014 B1

E-N-TM3559 21/11/2014 B1

E-N-TM3590 21/11/2014 B1

E-N-TM4044 12/11/2014 B1

E-N-TM4158 12/11/2014 B1



E-N-TM4106 11/11/2014 B1

E-N-TM4223 11/11/2014 B1

E-N-TM4280 11/11/2014 B1

E-N-TM4310 11/11/2014 B1

E-N-TM4339 11/11/2014 B1



11.3.3 Tunnel works monitoring

SOUTH PORTAL

Tunnel Excavation in mtrs.

S.No. Location Tunnel Meter Monthly Progress Cumulative

Initial Final Targets* Achieved Targets* Achieved % age Progress*

1 MT (Heading) 3857.0 3857.0 397 0.00 4395.0 3857.0 87.8 2 MT (Benching) 3118.9 3132.4 125 13.5 3483.0 3132.4 89.9 3 ET 4573.0 4573.0 Break Through 4573.0 4573.0 100.0 4 Cross Passage 459.1 459.1 14 Nos completed 459.10 459.10 100.0

Note: * As per construction program Rev. 17

Other Works:

S.No. Location No. of Bolts No. of Pullout

Test Shotcrete in Cumul.

Ground Beam m

Final Lining Ventilation Slab

IBO SWX IBO SWX Mts ConCum Mts CUM

1 Main Tunnel 0 0 0 0 NIL 0.00 0.00 1699.0 0 1572.8

2 Escape Tunnel 0 0 0 0 NIL 0.00 0.00 1794.1 NIL

3 Cross Passage 0 0 0 0 NIL 0.00 0.0 28.4 NIL

Rock Classification:

• Main Tunnel - B1

• Escape Tunnel - B1 – Breakthrough on 2nd June 2014.

In following graphics are displayed daily progress (meter achieved in left axis) and cumulated progress up to complete

month (meters achieved in right axis), for Main Tunnel, top heading (HD) and bench (BEN), and Cross Passages.

�

�

�

�



�

�

�

�

�

�

�

�

�

�

�

0.020.040.0

60.080.0100.0120.0

140.0160.0180.0200.0

0.0

5.0

10.0

15.0

20.001

/11/

2014

02/1

1/20

14

03/1

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14

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30/1

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14

MO

NTH

LY (m

)

DAI

LY (m

)

DATE

MAIN TUNNEL - SOUTH PORTAL - HD

DAYS

MTD

0.0

50.0

100.0

150.0

200.0

250.0

300.0

350.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

01/1

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14

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1/20

14

30/1

1/20

14

MO

NTH

LY (m

)

DAI

LY (m

)

DATE

MAIN TUNNEL - SOUTH PORTAL - BEN

Series2

Series3

Series1

Series4



NORTH PORTAL

Tunnel Excavation in Mtrs.

S.No. Location Tunnel Meter Monthly Progress Cumulative

Initial Final Targets* Achieved Targets* Achieved % ageProgress

1 MT (Heading) 3976.5 3976.5 Target Completed 0 4473.0 3976.5 88.9

2 MT (Benching) 3392.0 3392.0 125.0 13.50 4448.0 3392.0 76.3 3 ET 4393.0 4393.0 Break Through 4393.0 4393.0 100.04 Cross Passage 442.98 446.48 Target

Completed3.5 486.4 442.98 91.8

Note: * As per construction program Rev. 17

Other Works:

S.No. Location No. of Bolts No. of Pullout

Test Shotcrete in Cum.

Ground Beam.m

Final Lining Ventilation Slab

IBO SWX IBO SWX Mts ConCum Mts CUM

1 Main Tunnel 0 97 0 0 314 23.50 0.00 1655.5 0.00 1510.8

2 Escape Tunnel 0 0 0 0 0 0.00 0.00 2163.0 NIL

3 Cross Passage 0 0 0 0 0 0.00 0.00 13.50 NIL

Rock Classification:

� Main Tunnel - B1 / B2 (With Lattice girder)

� Escape Tunnel - Breakthrough.



0.0

50.0

100.0

150.0

200.0

250.0

300.0

350.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

01/1

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14

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14

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14

MO

NTH

LY (m

)

DAI

LY (m

)

DATE

MAIN TUNNEL - NORTH PORTAL - BEN

Series2

Series3

Series1

Series4

0.05.010.015.020.025.030.035.040.045.050.0

0.01.02.03.04.05.06.07.08.09.0

10.0

01/1

1/20

14

02/1

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14

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14

30/1

1/20

14

MO

NTH

LY (m

)

DAI

LY (m

)

DATE

CROSS PASSAGE - NORTH PORTAL

DAYS

MTD

0.020.040.060.080.0100.0120.0140.0160.0180.0200.0

0.00.10.20.30.40.50.60.70.80.91.0

01/1

1/20

14

02/1

1/20

14

03/1

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14

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14

29/1

1/20

14

30/1

1/20

14

MO

NTH

LY (m

)

DAI

LY (m

)

DATE

MAIN TUNNEL - NORTH PORTAL - HD

DAYS

MTD



To finish chapter of Tunnel works monitoring, it has been included in following graphs the total daily progress of

excavation (both Portals) and summary of monthly progress.

0.0

2.0

4.0

6.0

8.0

10.0

12.0

01/1

1/20

14

02/1

1/20

14

03/1

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14

04/1

1/20

14

05/1

1/20

14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

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14

23/1

1/20

14

24/1

1/20

14

25/1

1/20

14

26/1

1/20

14

27/1

1/20

14

28/1

1/20

14

29/1

1/20

14

30/1

1/20

14

DAIL

Y (m

)

DATE

PATNITOP TUNNEL - DAILY REPORT

M. T. (Hd) M. T. (BEN) ESC. TUN.

CROSS PASSAGE TOTAL FTD

0.00

13.50

0.00

3.50

17.00

0 100 200 300 400 500 600 700 800 900 1000 1100

M. T. (Hd)

M. T. (BEN)

ESC. TUN.

CROSS PASSAGE

TOTAL FTD

MONTHLY (m)

CHENANI-NASHARI TUNNEL - MONTHLY REPORT



PHYSICAL PROGRESS CHARTS

Main Tunnel

S.NO.

Activ

ityun

itTot

al�Quan

tityAu

g�11

Sep�11

Oct�1

1No

v�11

Dec�1

1Jan

�12Feb

�12Ma

r�12

Apr�1

2Ma

y�12

Jun�12

Jul�12

Aug�1

2Sep

�12Oc

t�12

Nov�1

2De

c�12

Jan�13

Feb�13

Mar�1

3Ap

r�13

May�1

3Jun

�13Jul

�13Au

g�13

Sep�13

Oct�1

3No

v�13

Dec�1

3Jan

�14Feb

�14Ma

r�14

Apr�1

4Ma

y�14

Jun�14

Jul�14

Aug�1

4Sep

�14Oc

t�14

Nov�1

4

Target

�*89

662.0

046

.0093

.0021

1.00

202.0

018

5.00

153.5

023

1.50

174.5

018

3.00

215.0

022

0.50

247.5

023

8.00

311.0

030

6.00

337.5

037

5.00

284.0

030

0.00

125.0

012

5.00

120.0

087

.5012

5.00

150.0

015

0.00

150.0

023

0.50

242.0

023

2.50

200.0

020

0.00

265.0

033

7.50

400.0

031

5.00

375.0

032

5.00

397.0

0

Achiev

ed78

33.60

1.00

47.60

93.60

212.3

020

4.80

179.2

015

5.50

249.5

025

5.00

258.0

026

1.00

337.0

039

7.90

331.5

038

5.50

267.0

031

0.50

359.3

028

5.90

314.5

084

.5048

.0052

.000.0

011

.5012

5.00

99.50

126.0

019

3.00

251.0

022

7.50

279.0

029

3.00

270.0

025

8.00

132.5

019

2.50

174.5

010

9.50

0.00

Target

�*89

660.0

05.0

09.0

040

.0010

1.00

126.7

512

8.75

158.2

521

6.75

236.2

524

9.75

147.2

515

1.75

172.7

522

2.75

216.7

523

6.75

274.2

521

1.75

248.7

523

0.75

211.7

519

1.75

86.75

236.7

519

9.25

224.2

518

6.75

248.7

518

4.75

174.2

524

9.25

224.2

528

7.50

265.0

031

2.50

287.5

035

0.00

400.0

022

5.00

Achiev

ed65

24.40

0.00

3.00

7.00

56.00

105.5

018

4.00

188.2

522

4.25

213.5

025

3.25

129.5

021

6.50

208.7

030

8.00

335.0

027

5.00

312.0

020

7.50

237.5

024

2.00

110.7

510

1.75

116.0

039

.0010

9.00

70.00

41.10

47.80

233.9

014

6.00

185.5

017

7.00

134.7

588

.5020

8.00

278.4

032

0.50

242.5

015

4.00

13.50

Target

�*89

6615

0.40

228.4

026

0.40

130.4

097

.4011

2.40

167.4

028

0.40

489.4

037

4.40

525.0

030

0.00

637.0

064

9.00

650.0

056

4.00

300.0

054

0.00

200.0

0

Achiev

ed37

42.00

108.0

018

6.00

218.0

088

.0055

.0070

.0012

5.00

238.0

044

7.00

332.0

022

6.00

181.0

044

5.00

305.0

026

0.00

233.0

014

9.00

76.00

0.00

Target

8966

11.00

237.0

018

0.00

150.0

015

0.00

150.0

016

6.00

270.5

029

2.00

311.5

055

5.00

495.0

052

5.00

495.0

054

0.00

480.0

060

0.00

420.0

042

0.00

Achiev

ed33

54.20

11.00

237.0

018

0.00

150.0

030

.0030

.0012

0.40

270.5

029

2.00

311.5

031

4.40

277.9

029

4.80

224.5

029

2.20

250.3

067

.700.0

00.0

0

Target

8966

Achiev

ed0.0

0

MT�He

ading

MT�Be

nching

�Wate

rproo

fing

3Mt

rs

54

Mtrs

MT�Ro

ad�wo

rk�insi

de�tu

nnel

MT�Fin

al�Lini

ng

Mtrs

Mtrs

Mtrs

1 2



Escape Tunnel

S.NO.

Activit

yuni

tTota

l�Quant

ityAug

�11Sep

�11Oct

�11Nov

�11Dec

�11Jan

�12Feb

�12Ma

r�12Apr

�12Ma

y�12Jun

�12Jul�

12Aug

�12Sep

�12Oct

�12Nov

�12Dec

�12Jan

�13Feb

�13Ma

r�13Apr

�13Ma

y�13Jun

�13Jul�

13Aug

�13Sep

�13Oct

�13Nov

�13Dec

�13Jan

�14Feb

�14Ma

r�14Apr

�14Ma

y�14Jun

�14Jul�

14Aug

�14Sep

�14Oct

�14Nov

�14

Target

�*896

635.

0086.

00168

.00229

.50305

.00294

.00263

.00309

.00305

.50303

.50225

.00274

.00300

.00275

.00322

.00322

.00320

.00330

.00281

.00286

.00286

.00250

.00260

.00235

.00250

.00235

.00250

.00223

.50320

.00308

.00315

.00360

.00310

.00130

.00

Achieve

d896

6.00

31.00

94.00

162.00

229.50

312.50

283.00

263.20

283.60

358.00

331.00

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

266.00

2.50

Target

8966

30.00

286.00

250.00

350.00

270.00

130.00

480.00

420.00

484.00

446.00

500.00

580.00

545.00

555.00

550.00

480.00

570.00

590.00

Achieve

d409

3.00

30.00

286.00

132.00

350.00

270.00

131.00

345.00

350.00

484.00

347.00

330.00

315.00

245.00

177.00

164.00

86.00

51.00

0.00

Target

8966

268133

345250

154330

330406

500.00

450.00

440.00

420.00

480.00

480.00

600.00

540.00

540.00

Achieve

d395

7.50

268133

339257

154331

330406

389345

346.40

298.70

151.50

118.50

75.00

15.10

0.00

Target

8966

Achieve

d0.0

0

1ET�E

xcavat

ion�

3 4

ET�Fina

l�Lining�

2

Break�t

hrough

�on�2nd

��June�20

14Mtr

s

Mtrs

Mtrs

ET�Road

�work�in

side�tun

nel

Waterp

roofing

Mtrs



Cross Passages

S.NO.

Activ

ityun

itTotal

�Quantity

Oct�1

2No

v�12

Dec�1

2Jan

�13Feb�1

3Ma

r�13

Apr�1

3Ma

y�13

Jun�13

Jul�13

Aug�1

3Sep�1

3Oc

t�13

Nov�1

3De

c�13

Jan�14

Feb�14

Mar�1

4Ap

r�14

May�1

4Jun

�14Jul

�14Au

g�14

Sep�1

4Oc

t�14

Nov�1

4

Targe

t�94

656

.008.0

071

.2070

.1536

.4054

.4056

.4054

.4034

.3074

.400.0

086

.4028

.4060

.4028

.4028

.4044

.4052

.4067

.3033

.63

Achiev

ed90

5.55

42.75

33.00

63.50

77.65

35.62

45.50

34.50

45.50

37.15

25.50

2.50

38.50

24.00

47.50

42.70

42.70

39.00

84.79

65.29

16.50

54.25

0.00

3.65

0.00

0.00

3.50

Target

946

205.5

136.0

068

.0068

.0034

.0068

.0068

.0068

.00

Achiev

ed19

4.85

37.6

28.00

19.65

38.65

13.65

23.65

33.65

0.00

Target

946

71.3

136.0

068

.0010

2.00

34.00

68.00

68.00

34.00

Achiev

ed41

.909.1

0.00

8.10

8.70

6.00

0.00

10.00

0.00

Target

946

Achiev

ed0.0

0

1Exc

avatio

n�Mt

rs

4Ro

ad�wo

rk�insi

de�tu

nnel

Mtrs

2Wa

terpro

ofing

Mtrs

3Fin

al�Lin

ing�

Mtrs

Target

�Comp

leted



STRIP CHART OF BOTH TUNNELS

600

850

1250

1400

1450

1550

1650

1800

2100

2250

(HEA

DING

)

(BEN

CHIN

G)

(HEA

DING

)

(BEN

CHIN

G)

2850

3100

3500

3650

3700

3800

3900

4050

4350

4500

(HEA

DING

)

(BEN

CHIN

G)

(HEA

DING

)

(BEN

CHIN

G)

600

850

1250

1400

1450

1550

1650

1800

2100

2250

(HEA

DING

)

(BEN

CHIN

G)

(HEA

DING

)

(BEN

CHIN

G)

2850

3100

3500

3650

3700

3800

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STRIP CHART OF CROSS PASSAGES

11.3.4 DUMP AREA AND APPROACH ROAD

Dump Area:

South: Construction of R.C.C wall at South dump area is in progress.

60+000-260+000: R.C.C wall up to 4.0 m height completed.

Slope stabilization is in progress with a sloping angle of 35 degree and height 8 to 10 m.

North: Gabion wall at North Portal Dumping yard collapsed for 24.0 m approx. from Ch. 533+000 – 557+000.

Revised design is still awaited by IE for their review. Only retaining solution effecting highway or new alignment

of existing highway has been submitted and reviewed.

0-75 m: R.C.C wall up to 4.0 m height completed

No work has been done in the month of November.

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. Earthwork

is in progress.

North: Alignment drawing reviewed by I.E. with some comments, revised drawing after incorporation by

Concessionaire has not been received till date.

SOUTH & NORTH PORTAL

PROGRESS IN METERS 100

150

250

350

600

750

EXCAVATION (FULL FACE)

INTIAL LINING

FINAL LINING

PAVEMENT

ELECTRICAL AND MECHANICAL INSTALLATION

946

50 200

550

900

850

700

300

650

PROGRESS DIAGRAM OF CHENANI - NASHRI TUNNEL WAY (NH1A). (IE/NHDP-Phase-II/BOT/V/J&K)

CROSS PASSAGE LINEAR PROGRESS CHART

500

4500 800

400



ROAD LINER PROGRESS CHART


Euroestudios S. L. Spain in Association with Segmental Consulting & Infrastructure Advisory (P) Ltd Page 47

12. QUALITY CONTROL AND TESTING OF MATERIALS

12.1 UP TO DATE STATUS OF THE TESTS

Total no. of Tests Required

No. of Tests

Performed

No. of Tests

Passed

No. of Tests Failed

Total no. of Tests Required

No. of Tests

Passed

No. of Tests Failed

Action taken in case of Failied Tests./Remarks

1

a 16 50 50 0 578 4883 34

b 8 8 8 0 313 702 0

c 8 7 7 0 320 477 0

d 0 0 0 0 13 13 0

e 120 40 40 0 4825 5929 0

g 4 7 7 0 165 351 0

h 4 3 3 0 167 326 0

2

a 16 15 15 0 728 1825 68

b 120 40 40 0 5585 7661 0

c 0 0 0 0 10 10 0

3

a 0 0 0 0 126 126 0

b 0 0 0 0 126 126 0

c 0 0 0 0 126 126 0

d 0 0 0 0 126 126 0

4

a 0 0 0 0 366 366 0

b 0 0 0 0 372 372 0

c 3 3 3 0 375 375 0

5

0 0 0 0 2200 2200 0

6

07 Days 48 48 48 0 3927 3927 0

28 Days 690 690 690 0 9880 9880 0

07 Days 0 0 0 0 78 78 0

28 Days 21 21 21 0 303 303 0

07 Days 66 66 66 0 5862 5862 0

28 Days 600 600 600 0 22940 22940 0

07 Days 33 33 33 0 1449 1449 0

28 Days 246 246 246 0 3922 3922 0

07 Days 0 0 0 0 192 192 0

28 Days 0 0 0 0 652 652 39

07 Days 0 0 0 0 42 42 0

28 Days 9 9 9 0 108 108 0

7

63 63 63 0 4418 4379 39

AIV

c

Log Angles

Consistency

Moisture content

Specific Gravity

07 days

Pullout Testing

Pullout Test for Rock Bolts at North/South Portals

Fineness

f M45

a M15

Up to Date Status of the Tests Up to November 2014

S.No

For the month November 2014 Cumulative upto November 2014

Soundness

Moisture Content

Gradation

Specific gravity

Gradation

FI + EI

Insitu Cores Compressive Strengthat North/South

Portals

Insitu Cores Compressive Strength Test

Cement Cube Strength

03 days

Cement Ambuja 53 Grade

M30

Concrete Cube's Compressive Strength Test

d M35

M25b

e M40

28 days

UPTO DATE STATUS

Fine Aggregate

Name of the Tests

Shortcrete / Concrete / Course Aggregate

IST & FST

Crushing value



12.2 TEST RESULT OF CONCRETE CORES AND CUBES.

DETAILS OF WSC CORES (M25) TESTED IN THE MONTH OF NOVEMBER 2014.

SOUTH PORTAL

DATE INSITU CORES PANEL CASTED

Remarks Pass Fail 1 days 7 days 28 days

1-Nov-14 0 0 0 0 0 2-Nov-14 0 0 0 0 0 3-Nov-14 03 0 0 5 0 4-Nov-14 03 0 0 0 05 5-Nov-14 03 0 0 0 10 6-Nov-14 0 0 0 0 0 7-Nov-14 03 0 0 0 05 8-Nov-14 0 0 0 0 0 9-Nov-14 0 0 0 0 0 10-Nov-14 03 0 0 0 15 11-Nov-14 0 0 0 0 05 12-Nov-14 03 0 0 0 05 13-Nov-14 06 0 0 0 05 14-Nov-14 0 0 0 0 0 15-Nov-14 0 0 0 0 0 16-Nov-14 0 0 0 0 05 17-Nov-14 03 0 0 0 0 18-Nov-14 03 0 0 0 0 19-Nov-14 0 0 0 0 0 20-Nov-14 0 0 0 0 0 21-Nov-14 03 0 0 0 10 22-Nov-14 0 0 05 0 0 23-Nov-14 0 0 0 0 0 24-Nov-14 0 0 0 0 05 25-Nov-14 0 0 0 0 0 26-Nov-14 0 0 0 0 0 27-Nov-14 0 0 0 0 0 28-Nov-14 0 0 0 05 0 29-Nov-14 0 0 0 0 0 30-Nov-14 0 0 0 0 0

Total 33 0 05 10 70



DETAILS OF WSC CORES (M25) TESTED IN THE MONTH OF NOVEMBER 2014. NORTH PORTAL

DATEINSITU CORES PANEL CASTED

Remarks Pass Fail 1 days 7 days 28 days

1-Nov-14 0 0 0 0 0 2-Nov-14 0 0 0 0 0 3-Nov-14 03 0 0 0 0 4-Nov-14 0 0 05 05 0 5-Nov-14 0 0 0 0 05 6-Nov-14 0 0 0 0 05 7-Nov-14 0 0 05 0 05 8-Nov-14 0 0 0 0 0 9-Nov-14 0 0 0 0 0

10-Nov-14 06 0 0 05 0 11-Nov-14 0 0 05 0 0 12-Nov-14 0 0 05 05 0

13-Nov-14 06 0 05 05 10 14-Nov-14 03 0 0 05 05 15-Nov-14 0 0 0 0 0 16-Nov-14 0 0 0 0 0 17-Nov-14 0 0 0 05 05 18-Nov-14 0 0 0 05 05 19-Nov-14 06 0 0 05 0 20-Nov-14 0 0 0 0 0 21-Nov-14 03 0 0 0 05 22-Nov-14 0 0 0 0 0 23-Nov-14 0 0 0 0 0 24-Nov-14 0 0 0 0 0 25-Nov-14 0 0 0 0 0 26-Nov-14 0 0 0 0 05 27-Nov-14 03 0 0 0 0 28-Nov-14 0 0 0 0 0 29-Nov-14 0 0 0 0 0 30-Nov-14 0 0 0 0 0

Total 30 0 25 40 50



DETAILS OF CUBES TESTED IN THE MONTH OF NOVEMBER 2014.

NORTH PORTAL

DATE Grout Cube Testing

Remarks

3 days 7 days 28 days

1-Nov-14 0 0 0

2-Nov-14 0 0 0

3-Nov-14 0 0 0

4-Nov-14 0 0 0

5-Nov-14 0 0 0

6-Nov-14 0 0 0

7-Nov-14 0 0 0

8-Nov-14 0 0 0

9-Nov-14 0 0 0

10-Nov-14 0 0 0

11-Nov-14 0 0 0

12-Nov-14 0 0 0

13-Nov-14 0 0 0

14-Nov-14 0 0 0

15-Nov-14 0 0 0

16-Nov-14 0 0 0

17-Nov-14 0 0 0

18-Nov-14 0 0 0

19-Nov-14 0 0 0

20-Nov-14 0 0 0

21-Nov-14 0 0 0

22-Nov-14 0 0 0

23-Nov-14 0 0 0

24-Nov-14 0 0 0

25-Nov-14 0 0 0

26-Nov-14 0 0 0

27-Nov-14 0 0 0

28-Nov-14 0 0 0

29-Nov-14 0 0 0

30-Nov-14 0 0 0

Total 0 0 0




SOUTH PORTAL

DATEGrout Cube Testing

Remarks

3 days 7 days 28 days

1-Nov-14 0 0 0

2-Nov-14 0 0 0

3-Nov-14 0 0 0

4-Nov-14 0 0 0

5-Nov-14 0 0 0

6-Nov-14 0 0 0

7-Nov-14 0 0 0

8-Nov-14 0 0 0

9-Nov-14 0 0 0

10-Nov-14 0 0 0

11-Nov-14 0 0 0

12-Nov-14 0 0 0

13-Nov-14 0 0 0

14-Nov-14 0 0 0

15-Nov-14 0 0 0

16-Nov-14 0 0 0

17-Nov-14 0 0 0

18-Nov-14 0 0 0

19-Nov-14 0 0 0

20-Nov-14 0 0 0

21-Nov-14 0 0 0

22-Nov-14 0 0 0

23-Nov-14 0 0 0

24-Nov-14 0 0 0

25-Nov-14 0 0 0

26-Nov-14 0 0 0

27-Nov-14 0 0 0

28-Nov-14 0 0 0

29-Nov-14 0 0 0

30-Nov-14 0 0 0

Total Nil Nil Nil




SOUTH PORTAL

DATE

Concrete Cube’s Compressive Strength Remarks

M 15 M25 M30 M35 M40 M45

7Days

28 Day

s

7Days

28 Day

s

7Day

s

28 Days

7Day

s

28 Days

7Days

28 Days

7Day

s

28 Days

1-Nov-14 03 30 0 0 06 12 06 0 0 0 0 0

2-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

3-Nov-14 06 15 0 0 0 09 0 24 0 0 0 0

4-Nov-14 03 0 0 0 06 15 0 12 0 0 0 0

5-Nov-14 0 12 0 21 03 15 0 09 0 0 0 0

6-Nov-14 0 33 0 0 06 18 09 24 0 0 0 0

7-Nov-14 0 21 0 0 0 09 0 0 0 0 0 0

8-Nov-14 0 0 0 0 0 06 0 09 0 0 0 0

9-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

10-Nov-14 0 0 0 0 0 0 0 09 0 0 0 06

11-Nov-14 0 21 0 0 03 09 03 0 0 0 0 0

12-Nov-14 0 09 0 0 0 27 0 09 0 0 0 0

13-Nov-14 0 18 0 0 0 15 0 12 0 0 0 0

14-Nov-14 0 21 0 0 0 24 0 24 0 0 0 0

15-Nov-14 0 15 0 0 0 09 0 09 0 0 0 0

16-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

17-Nov-14 0 30 0 0 0 27 0 06 0 0 0 0

18-Nov-14 0 36 0 0 0 0 0 18 0 0 0 03

19-Nov-14 0 24 0 0 0 24 0 0 0 0 0 0

20-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

21-Nov-14 0 12 0 0 0 0 0 0 0 0 0 0

22-Nov-14 0 09 0 0 0 24 0 09 0 0 0 0

23-Nov-14 0 09 0 0 0 0 0 0 0 0 0 0

24-Nov-14 0 06 0 0 0 0 0 0 0 0 0 0

25-Nov-14 0 09 0 0 0 21 0 0 0 0 0 0

26-Nov-14 0 0 0 0 0 09 0 0 0 0 0 0

27-Nov-14 0 0 0 0 0 18 0 0 0 0 0 0

28-Nov-14 0 0 0 0 0 0 0 27 0 0 0 0

29-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

30-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

Total 12 330 0 21 24 291 18 201 0 0 0 09




NORTH PORTAL

DATE

Concrete Cube’s Compressive Strength Remarks

M 15 M25 M30 M35 M40 M45

7Days

28 Days

7Days

28 Days

7Days

28 Days

7Days

28 Days

7Days

28 Days

7Days

28 Days

1-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

2-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

3-Nov-14 15 21 0 0 12 24 03 03 0 0 0 0

4-Nov-14 0 12 0 0 06 15 0 0 0 0 0 0

5-Nov-14 0 33 0 0 0 06 0 0 0 0 0 0

6-Nov-14 0 0 0 0 03 09 03 0 0 0 0 0

7-Nov-14 0 15 0 0 03 51 0 0 0 0 0 0

8-Nov-14 0 21 0 0 0 12 0 03 0 0 0 0

9-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

10-Nov-14 0 09 0 0 0 18 03 0 0 0 0 0

11-Nov-14 03 09 0 0 03 09 0 0 0 0 0 0

12-Nov-14 03 36 0 0 0 0 0 03 0 0 0 0

13-Nov-14 0 15 0 0 03 27 0 0 0 0 0 0

14-Nov-14 03 24 0 0 0 15 0 0 0 0 0 0

15-Nov-14 03 18 0 0 03 21 0 06 0 0 0 0

16-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

17-Nov-14 03 09 0 0 03 21 0 03 0 0 0 0

18-Nov-14 03 21 0 0 03 06 0 0 0 0 0 0

19-Nov-14 03 21 0 0 03 15 0 0 0 0 0 0

20-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

21-Nov-14 0 21 0 0 0 06 0 15 0 0 0 0

22-Nov-14 0 21 0 0 0 12 0 03 0 0 0 0

23-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

24-Nov-14 0 09 0 0 0 12 0 03 0 0 0 0

25-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

26-Nov-14 0 0 0 0 0 15 03 0 0 0 0 0

27-Nov-14 0 0 0 0 0 09 03 06 0 0 0 0

28-Nov-14 0 0 0 0 0 06 0 0 0 0 0 0

29-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0

30-Nov-14 0 0 0 0 0 0 0 0 0 0 0 0Total 36 360 0 0 42 309 15 45 0 0 0 0

Cube testing

Panel’s cores and In situ cores are being tested in the laboratory for checking of compressive strength for 1, 7 & 28

days respectively. A detail report is attached in ANNEXURE 3.



12.4 DETAILS OF AGGREGATES TESTING

DETAILS OF TESTING IN THE MONTH OF NOVEMBER 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-Nov-14 04 02 02 01 0 01 01 0 0 0 2-Nov-14 04 02 02 0 0 0 0 03 0 0 3-Nov-14 04 02 02 01 01 01 01 04 03 02

4-Nov-14 04 02 02 01 0 01 01 03 0 0

5-Nov-14 04 02 02 01 0 01 01 03 0 0 6-Nov-14 0 0 0 0 0 0 0 0 0 0 7-Nov-14 0 0 0 0 0 0 0 0 0 0

8-Nov-14 0 0 0 0 0 0 0 0 0 0

9-Nov-14 0 0 0 0 0 0 0 0 0 0

10-Nov-14 0 0 0 0 0 0 0 0 0 0 11-Nov-14 0 0 0 0 0 0 0 0 0 0 12-Nov-14 0 0 0 0 0 0 0 0 0 0 13-Nov-14 0 0 0 0 0 0 0 0 0 0 14-Nov-14 0 0 0 0 0 0 0 0 0 0

15-Nov-14 0 0 0 0 0 0 0 0 0 0

16-Nov-14 0 0 0 0 0 0 0 0 0 0 17-Nov-14 0 0 0 0 0 0 0 0 0 0

18-Nov-14 0 0 0 0 0 0 0 0 0 0

19-Nov-14 0 0 0 0 0 0 0 0 0 0 20-Nov-14 0 0 0 0 0 0 0 0 0 0 21-Nov-14 0 0 0 0 0 0 0 0 0 0 22-Nov-14 0 0 0 0 0 0 0 0 0 0 23-Nov-14 0 0 0 0 0 0 0 0 0 0 24-Nov-14 0 0 0 0 0 0 0 0 0 0 25-Nov-14 0 0 0 0 0 0 0 0 0 0 26-Nov-14 0 0 0 0 0 0 0 0 0 0

27-Nov-14 0 0 0 0 0 0 0 0 0 0

28-Nov-14 0 0 0 0 0 0 0 0 0 0

29-Nov-14 0 0 0 0 0 0 0 0 0 0 30-Nov-14 0 0 0 0 0 0 0 0 0 0

Total 20 10 10 04 01 04 04 13 03 02



DETAILS OF TESTING IN THE MONTH OF NOVEMBER 2014.

NORTH PORTAL MOISTURE CONTENT % GRADATION

DATE 10 & 20 mm

CrusherDust Sand 10

mm Crusher Dust 20 mm Sand Combined F.I AIV

1-Nov-14 04 02 02 0 0 0 0 0 0 0

2-Nov-14 04 02 02 0 0 0 0 0 0 0 3-Nov-14 04 02 02 0 0 0 0 01 0 0

4-Nov-14 04 02 02 0 0 0 0 02 0 0

5-Nov-14 04 02 02 01 01 01 01 03 01 01

6-Nov-14 0 0 0 01 01 0 01 02 01 01 7-Nov-14 0 0 0 0 0 0 0 01 0 0 8-Nov-14 0 0 0 0 0 0 0 01 0 0 9-Nov-14 0 0 0 0 0 0 0 01 0 0 10-Nov-14 0 0 0 0 0 0 0 02 0 0 11-Nov-14 0 0 0 0 0 0 0 02 0 0

12-Nov-14 0 0 0 0 0 0 0 02 0 0 13-Nov-14 0 0 0 01 01 01 01 01 01 01 14-Nov-14 0 0 0 01 01 0 01 01 01 01 15-Nov-14 0 0 0 0 0 0 0 0 0 0

16-Nov-14 0 0 0 00 00 0 00 0 00 00 17-Nov-14 0 0 0 0 0 0 0 0 0 0 18-Nov-14 0 0 0 0 0 0 0 0 0 0

19-Nov-14 0 0 0 0 0 0 0 01 0 0

20-Nov-14 0 0 0 0 0 0 0 0 0 0 21-Nov-14 0 0 0 0 0 0 0 0 0 0 22-Nov-14 0 0 0 0 0 0 0 0 0 0

23-Nov-14 0 0 0 0 0 0 0 0 0 0 24-Nov-14 0 0 0 01 01 01 01 01 01 01 25-Nov-14 0 0 0 0 0 0 0 0 0 0

26-Nov-14 0 0 0 0 0 0 0 0 0 0

27-Nov-14 0 0 0 0 0 0 0 0 0 0 28-Nov-14 0 0 0 0 0 0 0 0 0 0 29-Nov-14 0 0 0 0 0 0 0 0 0 0

30-Nov-14 0 0 0 0 0 0 0 0 0 0

Total 20 10 10 05 05 03 05 21 05 05



13. SAFETY REPORT

S.no. Particulars Up to last Month Current Month Cumulative

1 Total Man- hours worked 25218415 305970 25524385

2 Average No. of Employees 41996 1140 43136

3 Incidents 72 1 73

4 Environment Incidents 0 0 0

5 Training (Man hours) 990919 600 991519



14 MINUTES OF MONTHLY MEETING

No Monthly Meeting held from last three months.



15 BRIEF COMMENTS FROM ALL KEY PROFESSIONALS REGARDING CRUCIAL ISSUES AND PROGRESS OF WORK.

Geological:

During the month of November 2014, this office had received 46 number as built Engineering Geological

Drawings for their review. These drawings were reviewed and most of them were found correct .Wherever

some correction was needed ,it was pointed out and got it corrected. From these drawings, smooth Tunneling

conditions were intercepted without incursion of groundwater as anticipated. No spalling or overbreak was

noticed in these drawings and timely support system is being provided to the excavated sections. The rocks

and their structural discontinuities with respect to Tunnel Alignment have been found favourable and such

combination seems to continue further also with the progressive excavation of Tunnels.

Tunnel Lining and Tunnel Excavation:

Final lining in Main Tunnel and Escape Tunnel is lagging behind and no work has been done in the month of

November. The issue has been discussed in several meeting but still no progress has been achieved except

bring one formwork for final lining Gantry in North Portal.

Finishing of lining is not satisfactory. This issue was also discussed in last monthly meeting but still finish of

surface is not up to the mark.

Progress of fixing \geotextile water proofing membrane is also very slow

Undercut removal is hampering the progress of lining.

Health and Safety:

No incident was occurred in the month November 2014. Both tunnels at both portals are being progressed very

less quantity with adequate safety procedure. But maintenance work, housekeeping and essential services is

being done on regular basis. Temporary Ventilation system has upgraded on regular basis for fresh air inside

tunnel. Rest of all other works at both Portals was done under safety and healthy environment.

Existing Highway:

Repairing of all Patches has been done and repairing of potholes in progress.

Toll Plaza slope Stabilization:

In South Toll Plaza location, up to date they have completed excavation cross section no 1, 2 & 3 and cross

section no.4 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, including drilling of boreholes with core recovery.




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.

60+000-260+000: R.C.C wall up to 4.0 m height completed.

Slope stabilization is in progress with a sloping angle of 35 degree and height 8 to 10 m.

North: Gabion wall at North Portal Dumping yard collapsed for 24.0 m approx. from Ch. 533+000 – 557+000.

Revised design is still awaited by IE for their review. Only retaining solution effecting highway or new alignment

of existing highway has been submitted and reviewed.

0-75 m: R.C.C wall up to 4.0 m height completed


Structure Works:

� Bridge B1 – Deck slab casted, stressing and grouting done for all cables, Crash Barrier is

completed and return wall in progress.

� Bridge B2 – Construction of Crash Barrier completed, Expansion joint Pending.

First floor slab for Ventilation Building have been completed for first to fourth Grid and column & walls in

progress for other Grids of South portal.

First floor slab for Ventilation Building have been completed for Seventh to Eighth Grid and column & walls in

progress for other Grids of North portal.

Base slab has been casted for technology building, concreting for some of columns also done at North Portal.


Quality:

Energy absorption test has been carried out carried out in IIT Buvneshwer and the results for the same are has

been received and found in confirmatory.



Geotechnical:

Main Tunnel South Portal:

� During this month countermeasures were placed in order to stabilize displacement under 2mm/month

and 8 to 9 IBO Rock bolts of 9-12m length have been placed between CH.2400 to 2362 and CH 3758

to 3818.

Escape Tunnel South Portal:

� During this month, no countermeasures work has been carried out.

Main Tunnel North Portal:


Escape Tunnel North Portal:




16. Non Confirmatory Report (NCR) Status:

The Status of the Non Confirmatory Report (NCR) is tabulated below:

NCR No Subject Date of Issue Present Status

1 Failure of Caste- in –Situ Cores of shotcrete at North Portal.

14-09-2012 Reviewed and closed dated 15th Oct 2013

2 Shotcrete Thickness in Tunnels 08-12-2012 Partially compliance dated 5th Apr 2014

3 Water Proofing and Lining Works 08-05-2013 Reviewed and closed dated 6th Dec 2013

4 Concreting of Raft of Retaining wall at Chainage 10+635 - 10+640 North Approach road

04-02-2014 Reviewed and closed dated 13th Feb 2014

5 Failure of stone masonry wall with RCC Ground Beam and concrete boulder fills.

08-08-2014 Still not compliance

6 Concrete Lining of Cross Passage-01(South Portal)

25-08-2014 Partially compliance dated 4th Sept. 2014

17. ESCROW ACCOUNT

Escrow Account statement from 1st September to 31st Oct 2014 has been submitted by the Concessionaire.



18. PHOTOGRAPHIC REPORT

Ventilation Building work - South Portal

Ventilation Building works - South Portal



Water proofing memberane Instalation in Progress – North portal

Vent Slab – North portal



Main Tinnel heading face(XP 12-XP 13) - South Portal

Benching between XP9-XP10) - South portal



Main tunnel waterprofing gantry at XP06 - South Portal

Main tunnel layby Pour No.6 in preperation - South Portal



XP02 second Pour Preperation - South Portal

Surface Works - South Bridge



Final linning in Escape Tunnel



ANNEXURE – 1

APPENDIX�1.��PHOTOGRAPHS�

Euroestudios S. L. Spain in Association with Segmental Consulting & Infrastructure Advisory (P) Ltd Page 2�

�

21�03�2014_Front�lateral�view�of�RCC�wall�390�420�with�relative�displacement�towards�top�

�

21�03�2014_Back�side�displacement�at�top�between�RCC�modules�



�

5�09�2014_Back�side�displacement�between�RCC�modules�with�red�line�mark�reference�

�

5�09�2014_Back�lateral�view�of�wall�ch�390�420�(nearest�extreme)�with�top�displacement�



�

5�09�2014_Panoramic�view�from�lower�chainage�of�concerned�RCC�walls�

�

5�11�2014_Back�side�displacement�between�RCC�modules�with�red�line�mark�reference�



�

5�11�2014_Aspect�of�back�side�of�RCC�walls�after�backfill�compaction�



ANNEXURE - 2

CHENANI NASHRI TUNNELWAY LIMITED

Site office: CNTL, C/o “Hotel Singh Axis 4th Floor, MH Morh, Near Vishal Mega mart, Udhampur -182101 Distt. Udhampur (J&K)

Registered office: The IL&FS financial centre, plot C-22, Bandra Kurla Complex Bandra East,Mumbai- 400051 Phone: 022-26533333 fax: 022-26523979

CIN NO : U45400MH2010PLC203614

Ref No: CNTL/PRJ/TEC/ICO-581/14005 Date: 04th Nov 2014 M/S Euroestudios Consulting Engineer Ekta Vihar Rount, Near Housing Colony Udhampur-182101 PH No: 01992277950 Fax: 01992276950 Attention : Mr. Valentin Salcedo Job : Chenani Nashri Tunnel Project.

Subject : Engg Geo Section (Vertical & Horizontal) of the CP-18 Exc from North .

Dear Sir, We are enclosing herewith LIN’s transmittal no. LIN-IL&FS-T-4959 dated 03.11.2014 submitting Engg Geo Section (Vertical & Horizontal) of the CP-18 Exc from North from Tm 00.00 to 32.60 Sl. No. Document No. Title Rev

1 I1007-LIN-SKT-GE-0818

Engineering Geological Sections (Ver & Hor) of the CP-18 Exc from North from Tm 00.00 to 32.60. 0

This is for your review please.

Thanking You Yours Faithfully, For Chenani Nashri Tunnelway Limited

J S Rathore (Project Director) Encl: LIN’s transmittal no. LIN-IL&FS-T-4959 dated 03.11.2014 Cc: Sh. R P Singh, Project Director, NHAI Mr. Denis Jones, Project Director, LIN.

CHENANI NASHRI TUNNELWAY LIMITED

site office: CNTL, C/o “Hotel Singh Axis 4th Floor, MH Morh, Near Vishal Mega mart, Udhampur -182101 Distt. Udhampur (J&K)

Registered office: The IL&FS financial centre, plot C-22, Bandra Kurla Complex Bandra East,Mumbai- 400051 Phone: 022-26533333 fax: 022-26523979

CIN NO : U45400MH2010PLC203614

Ref No: CNTL/PRJ/TEC/ICO-581/14006 Date: 04th Nov 2014 M/S Euroestudios Consulting Engineer Ekta Vihar Rount, Near Housing Colony Udhampur-182101 PH No: 01992277950 Fax: 01992276950 Attention : Mr. Valentin Salcedo Job : Chenani Nashri Tunnel Project. Subject : 3D Engineering Geological Map of the CP-18 Exc from North from Tm 00.00 to 32.60. Dear Sir, We are enclosing herewith LIN’s transmittal no. LIN-IL&FS-T-4960 dated 03.11.2014 submitting 3D Engineering Geological Map of the CP-18 Exc from North from Tm 00.00 to 32.60. Sl. No. Document No. Title Rev

1 I1007-LIN-SKT-GE-0868

3D Engineering Geological Map of the CP-18 Exc from North from Tm 00.00 to 32.60 0

This is for your review please.

Thanking You Yours Faithfully, For Chenani Nashri Tunnelway Limited

J S Rathore (Project Director) Encl: LIN’s transmittal no. LIN-IL&FS-T-4960 dated 03.11.2014 Cc: Sh. R P Singh, Project Director, NHAI Mr. Denis Jones, Project Director, LIN.



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