MPR July final - nhai.org.innhai.org.in/spw/Process/MPR July final IE.pdf · Mr. K.L. Razdan Mr. Susheel Sarotra ... Mr. Kuldeep sharma Mr. Amit Bhandari Mr. Rajesh Mishra Mr. Manish

July2014

Euroestudios S. L. Spain

in Association with

Segmental Consulting & Infrastructure

Advisory (P) Ltd.

Monthly Progress Report July 2014

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

TABLE OF CONTENT

1. 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

2. PROJECT ASSIGNMENT .............................................................................................................................. 6

2.1. BACKGROUND .................................................................................................................................... 6

3. MOBILIZATION OF AGENCIES ..................................................................................................................... 6

3.1 INDEPENDENT ENGINEER ................................................................................................................. 6

3.2 DRAWL OF AGREEMENT WITH CONCESSIONAIRE ........................................................................ 8

3.3 PIU ........................................................................................................................................................ 8

4. 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 ............................................................................................... 16



10. EXECUTING AGENCIES AND CONTRACT DATA ..................................................................................... 16

10.1 AGENCIES .................................................................................................................................... 16

10.2 CONTRACT DATA ......................................................................................................................... 17

10.2.1 PROJECT COST ........................................................................................................................... 17

10.2.2 CIVIL WORKS CONTRACT DETAILS ........................................................................................... 17

10.2.3 SCOPE OF WORK ........................................................................................................................ 17

10.2.4 STATUS OF SUB-CONTRACTORS .............................................................................................. 18

10.2.5 DETAILS OF OTHER AGENCIES/SUPPLIERS ............................................................................ 18

11. WEATHER REPORT .................................................................................................................................... 18

12. PROGRESS OF THE PROJECT .................................................................................................................. 19

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

12.2 PHYSICAL PROGRESS CHARTS ................................................................................................. 20

12.2.1 MAIN TUNNEL ............................................................................................................................... 20

12.2.2 ESCAPE TUNNEL ......................................................................................................................... 21

12.2.3 CROSS PASSAGES ...................................................................................................................... 22

12.2.4 STRIP CHART OF BOTH TUNNELS ............................................................................................. 23

12.2.5 CROSS PASSAGES……………………………………………………………………………...……… 25

12.2.6 ROAD LINER PROGRESS ............................................................................................................ 25

12.2.7 PROGRESS OF BRIDGE & CULVERT ......................................................................................... 25

12.3 FINANCIAL PROGRESS DIAGRAM .............................................................................................. 26

13. UP TO DATE STATUS OF THE TESTS ....................................................................................................... 27

13.1 TEST RESULT OF CONCRETE CUBES ............................................................................................ 28

13.2 DETAILS OF AGGREGATES TESTING ............................................................................................. 33

14. SAFETY REPORTS ...................................................................................................................................... 35

15. MINUTES OF MEETING ............................................................................................................................... 36

16. BRIEF COMMENTS FROM ALL KEY PROFESSIONALS REGARDING CRUCIAL ISSUES AND…………37

PROGRESS OF WORK.

17. ESCROW ACCOUNT…………………………………………………………………………………………………..40

18. DEPLOYMENT OF MAN MONTH…………………………………………………………………………………… 41

19. PHOTOGRAPHIC REPORT ........................................................................................................................ 43



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 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.



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 8 9

10 11 12 13 14 15

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 Completed 3 4

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 Mr. R.K. Singh 13.07.2011 Completed 7 Material Engineer Mr. Vishal Koul 08.07.2011 8 9

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 01.08.2014 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 8 9

Security Guard Security Guard

Mr. Ramesh singh Mr. Subash Chander

01.08.2014 01.07.2011



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

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

Nos. 17 Completed

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

Nos. 7 Completed

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 6 60% 23‐05‐14 Financial Progress achieved

71.44%

Project Milestone 7 70% 23‐11‐14






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 4

2 Jumbo Drill (3 Boom) No´s. 2 2 4

3 Track Drill No´s. 1 1 2

4 Wheel Loader No´s. 8 3 11

5 Back Hoe Loader No´s. 1 3 4

6 Tunnel Excavator No´s. 14 27 41

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 - 2

10 Manitou Telehandler No´s. 4 6 10

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. 0 2 2

16 Cone Crusher No´s. 0 2 2

17 Screen Chieftain No´s. 0 2 2

18 Dozer No´s. 2 2 4

19 Roller No´s. 4 5 9

20 Transit Mixers No´s. 26 31 57

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 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 - 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 Bar Bending Machine No’s 2 - 2

40 Tractor No’s 1 - 1

Total 133 146 279



7. MEETINGS/SITE VISIT/PRESENTATION

7.1 MEETINGS

Meeting regarding Dumping Yard at I.E Office dated: 08.07.2014.

Monthly meeting at I.E. Office dated 08.07.2014.

Meeting with PD,NHAI at PIU Jammu office regarding firefighting dated 14.07.2014

Meeting with LIN and ITNL at IE Office Regarding Central Drainage on dated 19.07.2014

7.2 SITE VISITS

Acting Team Leader visited and North Portal dated 01.07.2014,

Acting Team Leader visited North Portal dated 04.07.14

Team Leader visited R.O Office, Jammu regarding shifting of water collector dated 17.07.2014.

Team Leader visited site regarding Slope Protection and Tunneling Works dated 23.07.2014.

Team Leader visited South Portal dated 28.07.2014.

7.3 PRESENTATION

Nil

7.4 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

8. 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.

Bridge B1 – Deck Slab casted, Arrangement for stressing in progress.

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

Slope Protection Portal Completed for both South and North Portal.



Toll Plaza slope Stabilization: In South Toll Plaza location, up to date they have completed

excavation cross section no 3&4 and cross section no.1, 2 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.

TUNNEL WORKS South Side North side

Cumulated This month Cumulated This month

Escape Tunnel

Portal erection

Excavation (Full face)

100%

4573.0 m

(100%)

Break

Through on

2nd June

2014

100%

4393.0 m

(100%)

Break

Through on

2nd June

2014

Main Tunnel

Portal erection

Excavation

- Heading(included adit

XP9)

- Benching (Left side)

- Benching (Right side)

Cross Passage

- XP 01 to XP 14

(14No.)

- XP 15 (33.65m)

- XP 16 (33.65m)

- XP 17 (33.65m)

- XP 18 (33.65m)

- XP 19 to XP 29

(11 No.)

100%

3650.5 mts

2753.3 m

2715.4 m

Completed

(100%)

-

112.0 m

237.5 m

319.4 m

100%

3706.50 m

3051.0 m

3113.0 m

10.0m

Completed

14.0 m

30.0 m

Completed

20.5 m

NIL

NIL

NIL

NIL

NIL



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.

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.

Letter No Date Subject S‐PD‐TE.RO‐2375 01.07.2014 Vertical Gradient approach road

S‐CO‐TE.SF‐2376 01.07.2014 Environmental Monitoring Report for the Month of May 2014

S‐CO‐TE.RO‐2377 01.07.2014 NAR Drainage Culvert pipe specifications

S‐CO‐TE.QL‐2385 03.07.2014 Approval of 3rd Party Lab.‐ Delhi Test House

S‐CO‐TE.GT‐2387 03.07.2014 Dump site at KM 137

S‐CO‐TE.EM‐2391

03.07.2014 MEP Works‐W&S FAT and GEODATA Review Report

S‐CO‐TE.QL‐2392 03.07.2014 R.C.C. Pipes (1600mm Diameter)

S‐CO‐TE.RO‐2393 03.07.2014 Reminder: 2 for review of alignment documents & permanent building Layout (North)

S‐CO‐TE.RO‐2394 04.07.2014 Temporary Traffic Diversion

S‐CO‐TE.RO‐2395 04.07.2014 NTP HSS Design report Drainage System calculation & Drawings

S‐CO‐TE.GE‐2396 04.07.2014 Review of Engineering Geological Drawings

S‐CO‐TE.RO‐2397 05.07.2014 Non submission of alignment drawings North approach road

S‐CO‐TE.QL‐2403 08.07.2014 Third Party Test report for Backfill material, North Portal


S‐CO‐TE.GT‐2406 10.07.2014 NTP HSS Design report Drainage System Calculation & Drawings

S‐CO‐TE.BG‐2408 10.07.2014 Design of Slope Protection & Retaining Wall East Side of Bridge B2 without Fire Brigade Buildings and Drawings

S‐PD‐TE.EM‐2409 11.07.2014 Fire Fighting System for 9.0 km Tunnel

S‐CO‐TE.RO‐2410 11.07.2014 WMS for Cutting & Protection for North Portal Approach Road Construction & Temporary Construction of National Highway‐ 1A

S‐CO‐TE.BG‐2411 11.07.2014 Design of RCC Retaining Wall at Ch 370 to 380 at Junction with Culvert at Ch 0+379 SAR, Culvert at 0+379

S‐CO‐TE.BG‐2412 11.07.2014 Design and Drawing: North Dump Area



14.07.2014 MEP Works ‐ FFS Calculations ‐ FFS hydraulic cal fire water tank to tunnel NP & orifice plate cal inside


14.07.2014 MEP Works – Tunnel Typical Section Fire Doors




14.07.2014 MEP Works‐ TVS Technical Submission Differential Pressure switch ET fan


S‐CO‐TE.TU‐2420 15.07.2014 Tunnel Foundation Beam Survey Report SMTLS

S‐PD‐TE.RO‐2421 15.07.2014 Maintenance of Existing Highway

S‐CO‐TE.TU‐2423 15.07.2014 Vertical Gradient approach road

S‐PD‐TE.FN‐2426 17.07.2014 Escrow account statement, Concurrent audit report of Chenani Nashri Tunnel way limited for the period December 2013 to March 2014

S‐CO‐TE.RO‐2433 19.07.2014 Tunnel Pavement Design Report

S‐CO‐TE.TU‐2434 21.07.2014 F5 Finish

S‐PD‐TE.RO‐2435 21.07.2014 Utility Shifting on South Approach Road

S‐CO‐TE.BG‐2437 22.07.2014 RW SAR Pedestrian Underpass Design Report & Drawings

S‐CO‐TE.GT‐2438 22.07.2014 North Dump Area Design and Documents, North Dump Area:‐ Design of RCC wall next to Existing Bridge from 0 to 15M

S‐CO‐TE.QL‐2439 23.07.2014 Mix Design for Concrete M‐30: Vishavkarma Crusher Aggregates

S‐CO‐TE.QL‐2440 23.07.2014 Mix Design for Lining Concrete M‐30: Vishavkarma Crusher Aggregates

S‐CO‐TE.QL‐2441 23.07.2014 Third Party Test for Geotextile Material

S‐CO‐TE.SF‐2442 23.07.2014 Environmental Monitoring Report for the Month of June 2014

S‐PD‐TE.EM‐2443 23.07.2014 Fire Fighting System for 9.0 Km Tunnel

S‐CO‐TE.RO‐2446 23.07.2014 Notes of Discussion between IE, ITNL, LWIN and Geodata held on 05.06.2014 at NHAI office, Jammu regarding Vertical Alignment‐Cattle underpass

S‐CO‐TE.RO‐2447 25.07.2014 Notes on Discussion between IE, ITNL and LIN held on 15.07.2014 at IE Office, Udhampur

S‐CO‐TE.RO‐2448 25.07.2014 Project wise details

S‐CO‐TE.GE‐2450 26.07.2014 Engineering Geological Sections (Vertical & Horizontal) of the Main Tunnel (Top Heading) South Portal TM 3+350 to 3+500m

S‐CO‐TE.GT‐2451 26.07.2014 RW: Design and Drawing of RCC Retaining Wall (Ch 1+015 to 1+105) Valley Side SAR and Toll Plaza

S‐CO‐TE.RO‐2452 28.07.2014 NAR Drainage Culvert pipe specifications and CoS

S‐CO‐TE.TU‐2453 28.07.2014 Status of NCR 02

S‐CO‐TE.TU‐2454 28.07.2014 Usage of Curing Compound for Final Lining

S‐CO‐TE.TU‐2457 28.07.2014 Main Tunnel Lay Bye Area Ventilation Slab Vertical Suspender Installation Details

S‐CO‐TE.TU‐2458 28.07.2014 WMS for Construction of Concrete Lining and Ventilation Slab


30.07.2014 MEP Works‐ PSS Calculation LT Cable Voltage drop calculations & Main Single Line Diagram

S‐CO‐TE.TU‐2464 30.07.2014 Mix design concrete for M‐30 Chenab stone Crusher aggregates

S‐CO‐TE.RO‐2465 31.07.2014 Buildings Toll Plaza Building GA Functional Plan at Ground Level

S‐CO‐TE.BG‐2466 31.07.2014 NTP and Dump Site – Design of RC Wall to Existing Bridge NH1 from 0 to 15m

S‐CO‐TE.RO‐2467 31.07.2014 Alignment Drawings

S‐CO‐TE.QL‐2468 31.07.2014 Third Party Test for PVC Waterproofing membrane



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 July 2014 has been submitted to Project Director NHAI (PIU Jammu) on

1st August 2014.

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.

Geodata (Design Consultants)

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

Geotrax International Services., Hyderabad (Survey Consultants)

SMEC (Design Consultants)



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 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

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.



10.2.4 STATUS OF SUB-CONTRACTORS

Nil

10.2.5 DETAILS OF OTHER AGENCIES/SUPPLIERS

Nil

11. WEATHER REPORT

11.1

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-June-14 30 17 0 5 30 17 0 0

2 27-June-14 30 16 0 0 30 16 0 0 3 28-June-14 32 18 0 0 32 18 0 0 4 29-June-14 32 17 0 0 32 17 0 0 5 30-June-14 33 19 0 0 33 19 0 0 6 I-July-14 29 19 0 0 29 19 0 0 7 2-July-14 26 19 0 4 26 19 0 4

8 3-July-14 23 18 0 12 23 18 0 12 9 4-July-14 27 17 0 7 27 17 0 7

10 5-July-14 30 17 0 2 30 17 0 2

11 6-July-14 28 15 0 0 28 15 0 0

12 7-July-14 30 16 0 0 30 16 0 0

13 8-July-14 31 16 0 0 31 16 0 0

14 9-July-14 32 18 0 0 32 18 0 0 15 10-July-14 32 19 0 0 32 19 0 0

16 11-July-14 32 19 0 0 32 19 0 0

17 12-July-14 32 20 0 0 32 20 0 0

18 13-July-14 30 19 0 0 30 19 0 0

19 14-July-14 32 20 0 0 32 20 0 0

20 15-July-14 32 20 0 0 32 20 0 0

21 16-July-14 25 21 0 2 25 21 0 2 22 17-July-14 25 20 0 11 25 20 0 11 23 18-July-14 30 20 0 0 30 20 0 0 24 19-July-14 28 17 0 0 28 17 0 0 25 20-July-14 31 16 0 0 31 16 0 0 26 21-July-14 32 18 0 0 32 18 0 0 27 22-July-14 33 20 0 0 33 20 0 0 28 23-July-14 31 18 0 3 31 18 0 2 29 24-July-14 31 21 0 19 31 21 0 19 30 25-July-14 31 20 0 17 31 20 0 17 31 26-July-14 30 20 0 23 30 20 0 23

Light Precipitation rate less than 2.5 mm/ hr Moderate Precipitation rate between 2.5 -7.6 mm/ hr Heavy Precipitation rate between 7.6-50 mm/ hr Violent Precipitation rate more than 50 mm/ hr



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.

S. No. Item Unit WeightageTotal Scope

Progress%

ProgressOverall

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 7357.00 82.05% 19.20%

6 Main Tunnel - Benching RM 19.15% 8966.00 5573.00 62.16% 11.90%7 Escape Tunnel - Heading RM 12.09% 8966.00 8966.00 100.00% 12.09%8 Cross Passage - Heading RM 4.36% 945.38 898.40 95.03% 4.14%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 3284.00 36.63% 1.04%11 Lining - Main Tunnel RM 5.35% 8966.00 3036.50 33.87% 1.81%12 Water Proofing - Escape tunnel RM 1.21% 8966.00 3792.00 42.29% 0.51%13 Lining - Escape Tunnel RM 2.25% 8966.00 3748.50 41.81% 0.94%14 Lining - Cross Passage RM 0.84% 934.00 25.90 2.77% 0.02%15 Ground Beam Works RM 1.68% 18894.00 7558.10 40.00% 0.67%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% 62.71%

Physical Progress Percentage upto July 2014



12.2 PHYSICAL PROGRESS CHARTS

12.2.1 MAIN TUNNEL

S.NO.

Activ

ityun

itTotal

QuantityAu

g‐11

Sep‐1

1Oc

t‐11

Nov‐1

1De

c‐11

Jan‐12

Feb‐1

2Ma

r‐12

Apr‐1

2Ma

y‐12

Jun‐12

Jul‐12

Aug‐1

2Sep‐1

2Oc

t‐12

Nov‐1

2De

c‐12

Jan‐13

Feb‐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‐1

4Ma

r‐14

Apr‐1

4Ma

y‐14

Jun‐14

Jul‐14

Targe

t *90

002.0

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

0

Achie

ved

7357

.101.0

047

.6093

.6021

2.30

204.8

017

9.20

155.5

024

9.50

255.0

025

8.00

261.0

033

7.00

397.9

033

1.50

385.5

026

7.00

310.5

035

9.30

285.9

031

4.50

84.50

48.00

52.00

0.00

11.50

125.0

099

.5012

6.00

193.0

025

1.00

227.5

027

9.00

293.0

027

0.00

258.0

013

2.50

Targe

t *90

000.0

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

Achie

ved

5573

.000.0

03.0

07.0

056

.0010

5.50

184.0

018

8.25

224.2

521

3.50

253.2

512

9.50

216.5

020

8.70

308.0

033

5.00

275.0

031

2.00

207.5

023

7.50

242.0

011

0.75

101.7

511

6.00

39.00

109.0

070

.0041

.1047

.8023

3.90

146.0

018

5.50

177.0

013

4.75

88.50

208.0

057

.50

Targe

t *90

0015

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

0

Achie

ved

3284

.0010

8.00

186.0

021

8.00

88.00

55.00

70.00

125.0

023

8.00

447.0

033

2.00

226.0

018

1.00

445.0

030

5.00

260.0

0

Targe

t90

0011

.0023

7.00

180.0

015

0.00

150.0

015

0.00

166.0

027

0.50

292.0

031

1.50

555.0

049

5.00

525.0

049

5.00

540.0

0

Achie

ved

3036

.2011

.0023

7.00

180.0

015

0.00

30.00

30.00

120.4

027

0.50

292.0

031

1.50

314.4

027

7.90

294.8

022

4.50

292.2

0

Targe

t90

00

Achie

ved

0.00

Targe

t90

00

Achie

ved

0.00

3 64

Mtrs

Mtrs

MT Ro

ad wo

rk ins

ide tu

nnel

5MT

Electr

ificati

on/ V

enitla

tion/

Fire F

ightin

g and

Net W

orking

Mtrs

MT Fin

al Lin

ing

Mtrs

Mtrs

Mtrs

1 2

MT He

ading

MT Be

nchin

g

Wate

rproo

fing



12.2.2 ESCAPE 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

Target

*89

6635

.0086

.0016

8.00

229.5

030

5.00

294.0

026

3.00

309.0

030

5.50

303.5

022

5.00

274.0

030

0.00

275.0

032

2.00

322.0

032

0.00

330.0

028

1.00

286.0

028

6.00

250.0

026

0.00

235.0

025

0.00

235.0

025

0.00

223.5

032

0.00

308.0

031

5.00

360.0

031

0.00

130.0

0

Achiev

ed89

66.00

31.00

94.00

162.0

022

9.50

312.5

028

3.00

263.2

028

3.60

358.0

033

1.00

332.7

047

7.00

428.0

039

4.50

401.0

035

2.00

443.5

040

0.00

322.5

032

7.50

135.0

011

2.50

124.5

077

.5055

.5015

9.50

148.3

017

7.20

318.0

028

4.00

303.5

028

8.00

287.5

026

6.00

2.50

Target

8966

30.00

286.0

025

0.00

350.0

027

0.00

130.0

048

0.00

420.0

048

4.00

446.0

050

0.00

580.0

054

5.00

555.0

0

Achiev

ed37

92.00

30.00

286.0

013

2.00

350.0

027

0.00

131.0

034

5.00

350.0

048

4.00

347.0

033

0.00

315.0

024

5.00

177.0

0

Target

8966

268

133

345

250

154

330

330

406

500.0

045

0.00

440.0

042

0.00

480.0

0

Achiev

ed37

48.90

268

133

339

257

154

331

330

406

389

345

346.4

029

8.70

151.5

0

Target

8966

Achiev

ed0.0

0

Target

8966

Achiev

ed0.0

0

Break

throu

gh on

2nd J

une

2014

Mtrs

Mtrs

Mtrs

Mtrs

ET Ro

ad wo

rk insi

de tu

nnel

Water

proofi

ngMt

rs

1ET

Excava

tion

3 4 5

ET Fin

al Lini

ng

ET Ele

ctrific

ation

/ Ven

itlatio

n/

Fire F

ightin

g and

Net W

orking

2



12.2.3 CROSS PASSAGE’S

S.NO.

Activity

unit

Total Q

uantity

Oct‐12

Nov

‐12

Dec

‐12

Jan‐13

Feb‐13

Mar‐13

Apr‐13

May‐13

Jun‐13

Jul‐1

3Aug

‐13

Sep‐13

Oct‐13

Nov

‐13

Dec

‐13

Jan‐14

Feb‐14

Mar‐14

Apr‐14

May‐14

Jun‐14

Jul‐1

4

Target

946

56.00

8.00

71.20

70.15

36.40

54.40

56.40

54.40

34.30

74.40

0.00

86.40

28.40

60.40

28.40

28.40

44.40

52.40

67.30

33.63

Achieved

898.40

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

Target

946

205.5

136.00

68.00

68.00

Achieved

109.10

37.6

28.00

4.85

38.65

Target

946

71.3

136.00

68.00

102.00

Achieved

25.90

9.1

0.00

8.10

8.70

Target

946

Achieved

0.00

Target

946

Achieved

0.00

Waterproo

fing

Mtrs

3Fina

l Lining

Mtrs

4Electrification

/ Ven

itlation

/

Fire Fighting an

d Net W

orking

Mtrs

1Excavation

Mtrs

5Ro

ad work inside

tunn

elMtrs

2



12.2.4 STRIP CHART OF BOTH TUNNELS

600

850

1250

1400

1450

1550

1650

1800

2100

2250

(H

EA

DIN

G)

(B

EN

CH

ING

)

(HEA

DIN

G)

(BEN

CH

ING

)

2850

3100

3500

3650

3700

3800

3900

4050

4350

4500

(H

EA

DIN

G)

(B

EN

CH

ING

)

(HEA

DIN

G)

(BEN

CH

ING

)600

850

1250

1400

1450

1550

1650

1800

2100

2250

(H

EA

DIN

G)

(B

EN

CH

ING

)

(HEA

DIN

G)

(BEN

CH

ING

)

2850

3100

3500

3650

3700

3800

3900

4050

4350

4500

(H

EA

DIN

G)

(B

EN

CH

ING

)

(HEA

DIN

G)

(BEN

CH

ING

)

34501200 3450

1000

200

100

1700

1200

1100

3950

2050

1750

3350

3550

4000

4200

4300

4250

1850

2050

37501500

1950

2900

3200

1500

1750

1700

1600

4150

2150 21504400

2900

350

2300

150

2250

50

0 0

2650

300

2500250

200 2450

400

3300

2800

2550

2700

2800

2250

2950

50

150

2650

RIGHT MAIN CARRIAGEWAY

550

500

2550

2500

2400

2600

2450

MA

IN T

UN

NE

L L

INE

AR

PR

OG

RE

SS

CH

AR

T

MA

IN T

UN

NE

L L

INE

AR

PR

OG

RE

SS

CH

AR

T

300

550

MAIN CARRIAGEWAY

2350

PR

OG

RE

SS

DIA

GR

AM

OF

CH

EN

AN

I -

NA

SH

RI

TU

NN

EL

WA

Y (

NH

1A

). (

IE/N

HD

P-P

ha

se-I

I/B

OT

/V/J

&K

)

ELEC

TR

ICA

L A

ND

M

EC

HA

NIC

AL IN

STA

LLA

TIO

N

EXCAVATION

INTIAL LINING

FIN

AL L

ININ

G

ELEC

TR

ICA

L A

ND

M

EC

HA

NIC

AL IN

STA

LLA

TIO

N

EXCAVATION

ELEC

TR

ICA

L A

ND

M

EC

HA

NIC

AL IN

STA

LLA

TIO

N

SO

UT

H P

OR

TA

L

EXCAVATION

INTIAL LINING

PR

OG

RES

S IN

METER

S

PR

OG

RES

S IN

METER

S

PR

OG

RES

S IN

METER

S

FIN

AL L

ININ

G

EXCAVATION

INTIAL LINING

FIN

AL L

ININ

G

NO

RT

H P

OR

TA

L

2400

2350

RIGHT MAIN CARRIAGEWAY

100

PR

OG

RES

S IN

METER

S

LEFT MAIN CARRIAGEWAY

INTIAL LINING

FIN

AL L

ININ

G

ELEC

TR

ICA

L A

ND

M

EC

HA

NIC

AL IN

STA

LLA

TIO

N

2600

2300

2750

250

2750

3050

3150

2950

3350

3000

3250

3200950

1150

3300

3950

4300

1050

800 3050

1050

950

700

350

500

400

900

650

450

3550

3400 3400

1100

1150 3400

1300

3150

1300

1600

4400

1350

1900

3850

1900

4100 1850

3850

4000

4200

2200 4450 2200

450

4450

2000

4100

4150

1350

2000

2700

3750

3600

4250

1950

3600

650

3250

700

800

900

3000750 750

1000



SO

UT

H P

OR

TA

L

PRO

GR

ESS

IN M

ETER

S

100

150

350

600

750

1000

1550

1650

1700

1850

1950

2050

2150

EXC

AV

ATI

ON

(FU

LL F

AC

E)

INTI

AL

LIN

ING

FIN

AL

LIN

ING

PAV

EMEN

T

ELEC

TRIC

AL

AN

D M

ECH

AN

ICA

L IN

STA

LLA

TIO

N

PRO

GR

ESS

IN M

ETER

S

2350

2400

2600

2850

3000

3250

3650

3800

3900

3950

4100

4200

4300

4400

EXC

AV

ATI

ON

(FU

LL F

AC

E)

INTI

AL

LIN

ING

FIN

AL

LIN

ING

PAV

EMEN

T

ELEC

TRIC

AL

AN

D M

ECH

AN

ICA

L IN

STA

LLA

TIO

N

NO

RT

H P

OR

TA

L

PRO

GR

ESS

IN M

ETER

S

100

150

350

600

750

1000

1550

1650

1700

1850

1950

2050

2150

EXC

AV

ATI

ON

(FU

LL F

AC

E)

INTI

AL

LIN

ING

FIN

AL

LIN

ING

PAV

EMEN

T

ELEC

TRIC

AL

AN

D M

ECH

AN

ICA

L IN

STA

LLA

TIO

N

PRO

GR

ESS

IN M

ETER

S

2350

2400

2600

2850

3000

3250

3800

3900

3950

4100

4200

4300

4400

EXC

AV

ATI

ON

(FU

LL F

AC

E)

INTI

AL

LIN

ING

FIN

AL

LIN

ING

PAV

EMEN

T

ELEC

TRIC

AL

AN

D M

ECH

AN

ICA

L IN

STA

LLA

TIO

N

1500

36501400

2950

3350

3200

1050

3750

3350

1150

1450

1200

1250

1400

0

1100

950

800

850

250

4450

200

2500

700

1500

2250

1100

1900

4500 45002250

4350

4150

1150

3700

3450

3700

1200

900

950

3750

3100

700

3100

ES

CA

PE

TU

NN

EL

LIN

EA

R P

RO

GR

ES

S C

HA

RT

3050

550

2950

650

2750

2900

200 2450

650

400

2900

900

2700

500

3050

2750

800

300

2800

250

450

550

PR

OG

RE

SS

DIA

GR

AM

OF

CH

EN

AN

I -

NA

SH

RI

TU

NN

EL

WA

Y (

NH

1A).

(IE

/NH

DP

-Ph

ase

-II/

BO

T/V

/J&

K)

ES

CA

PE

TU

NN

EL

LIN

EA

R P

RO

GR

ES

S C

HA

RT

500

450

400 2650

50

3002550

3150

2650

1750

3450

4000

3400

2200

1450

4050

2700

44502200

2100 2100

4250

4150

1800 4050

4000

2250

2500

4350

502300

3150

2450

3500

2550

3400

3200

1300

1800

1750

1250

0

850

3300

3500

1350 3600

1900

1050 3300

1350

2250

2800

3600

2300

38501600 16003850

2000 2000

1300

4250

3550 3550



12.2.5 CROSS PASSAGES.

12.2.6 ROAD LINER PROGRESS CHART

12.2.7 PROGRESS OF BRIDGE & CULVERT

Bridge B1 – Deck slab casted, Arrangement for stressing in progress

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

SOUTH & NORTH PORTAL

PROGRESS IN METERS

100

150

250

350

600

750

EXCAVATION (FULL FACE)

INTIAL LINING

FINAL LINING

PAVEMENT

ELECTRICAL AND MECHANICAL INSTALLATION

CROSS PASSAGE LINEAR PROGRESS CHART

500

4500 800

400

700

300

650

550

900

850

946

50 200



12.3 FINANCIAL PROGRESS DIAGRAM

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

0.0

0

15

.54

15

.99

19

.44

19

.91

20.5

1

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

59.2

4

63.1

3

64.2

65

.2

67

.2

68.3

69.3

70

.5

71

.4

0.0

20.0

40.0

60.0

80.0

100.0

120.0

1

Mile

Sto

ne P

erc

en

tage

Four Lanning of NH-1A from 89.00-130( Chenani- Nashri Section)

Month June 11 (1)

Jul -11 (2)

Aug-11 (3)

Sep-11 (4)

Oct-11 (5)

Nov-11 (6)

Dec-11 (7)

Jan-12 (8)

Feb-12 (9)

M ar-12 (10)Apr-12

(11)M ay-12

(12)Jun-12

(13)Jul- 12

(14)Aug-12 (15) Sep-12 (16)

Oct-12 (17)

Nov-12 (18) Dec-12 (19) Jan-13 (20)Feb-13

(21)M ar-13

(22)Apr-13

(23)M ay-13

(24)Jun-13 (25)

Jul- 13 (26)

Aug- 13 (27)

Sep- 13 (28)

Oct- 13 (29)

Nov- 13 (30)

Dec- 13

(31)

Jan- 14 (32)

Feb- 14

(33)

M ar-14 (34)

Apr-14 (35)M ay-14

(36)Jun-14 (37)

Jul- 14 (38)

Aug- 14 (39)

Sep-14 (40)

Oct-14 (41)

Nov-14 (42)

Dec-14 (43)

Jan-15 (44)

Scheduled Monthly Progress (As Per Milestone %)

1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7

Cumulative Scheduled Progress (%) 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

Achieved Monthly Progress (%) 0.00 15.54 0.45 3.45 0.47 0.60 0.90 2.96 0.92 4.11 0.93 2.28 3.33 1.17 1.75 1.63 1.37 1.38 3.66 1.29 1.62 3.73 0.50 0.44 0.76 0.83 0.41 0.76 0.73 1.28 3.89 1.07 0.99 2.03 1.05 1.07 1.12 0.98

Cumulative Achieved Progress (%) 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

MonthFeb-15

(45M ar-15

(46)Apr-15 (47)

M ay-15 (48)

Jun-15 (49)Jul- 15

(50)Aug- 15

(51)Sep- 15

(52)Oct- 15

(53)Nov- 15

(54)Dec- 15

(55)Jan-16 (56) Feb-16 (57)

M ar-16 (58)

Apr-16 (59)M ay-16

(60)

Scheduled Monthly Progress (As Per Milestone %)

1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.2 1.2 1.2 1.2

Cumulative Scheduled Progress (%) 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

Achieved Monthly Progress (%)

Cumulative Achieved Progress (%)

Fin

anci

alF

inan

cial


Euroestudios S. L. Spain in Association with Segmental Consulting & Infrastructure Advisory (P) Ltd Page 27

13. 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 16 293 293 0 514 4093 34

b 8 20 20 0 281 630 0

c 8 13 13 0 288 419 0

d 0 0 0 0 13 13 0

e 120 248 248 0 4345 5321 0

g 4 11 11 0 149 293 0

h 4 10 10 0 151 289 0

2

a 16 52 52 0 664 1665 68

b 120 372 372 0 5105 6845 0

c 0 0 0 0 10 10 0

3

a 4 4 4 0 117 117 0

b 4 4 4 0 117 117 0

c 4 4 4 0 117 117 0

d 4 4 4 0 117 117 0

4

a 9 9 9 0 336 336 0

b 12 12 12 0 342 342 0

c 15 15 15 0 336 336 0

5

55 55 55 0 2009 2009 0

6

07 Days 186 186 186 0 3171 3171 0

28 Days 549 549 549 0 7408 7408 0

07 Days 15 15 15 0 39 39 0

28 Days 69 69 69 0 78 78 0

07 Days 324 324 324 0 4851 4851 0

28 Days 1584 1584 1584 0 18209 18209 0

07 Days 186 186 186 0 918 918 0

28 Days 384 384 384 0 2464 2464 0

07 Days 0 0 0 0 192 192 0

28 Days 0 0 0 0 652 652 39

07 Days 3 3 3 0 24 24 0

28 Days 30 30 30 0 72 72 0

7

183 183 183 0 3910 3871 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

17.0 Up to Date Status of the Tests Up to July 2014

S. No

For the month July 2014 Cumulative upto July 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



13.1 TEST RESULT OF CONCRETE CUBES

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

SOUTH PORTAL

DATE INSITU CORES PANEL CASTED

Remarks

Pass Fail 1 days 7 days 28 days

1-July-14 03 0 0 10 05

2-July-14 06 0 15 0 05

3-July-14 0 0 0 05 10

4-July-14 06 0 15 0 05

5-July-14 03 0 0 05 10

6-July-14 0 0 10 05 10

7-July-14 06 0 0 0 05

8-July-14 06 0 0 15 0

9-July-14 0 0 10 0 10

10-July-14 06 0 0 15 10

11-July-14 0 0 0 0 05

12-July-14 03 0 10 10 05

13-July-14 0 0 05 0 05

14-July-14 06 0 0 0 10

15-July-14 0 0 05 10 0

16-July-14 03 0 0 0 10

17-July-14 03 0 05 0 15

18-July-14 06 0 05 10 0

19-July-14 0 0 05 05 05

20-July-14 0 0 0 0 0

21-July-14 06 0 0 05 05

22-July-14 03 0 10 0 10

23-July-14 06 0 0 05 0

24-July-14 0 0 15 05 05

25-July-14 03 0 10 05 0

26-July-14 03 0 0 0 05

27-July-14 0 0 10 0 05

28-July-14 03 0 10 10 0

29-July-14 0 0 0 0 15

30-July-14 06 0 05 15 0

31-July-14 0 0 05 10 15

Total 87 0

150 145 185



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

NORTH PORTAL

DATE INSITU CORES PANEL CASTED

Remarks

Pass Fail 1 days 7 days 28 days

1-July-14 09 0 05 10 05

2-July-14 0 0 05 05 05

3-July-14 0 0 0 0 10

4-July-14 0 0 0 05 10

5-July-14 15 0 0 05 10

6-July-14 03 0 05 10 05

7-July-14 0 0 05 05 10

8-July-14 06 0 05 05 05

9-July-14 0 0 0 0 0

10-July-14 06 0 05 0 15

11-July-14 09 0 0 0 05

12-July-14 06 0 0 05 05

13-July-14 09 0 0 05 10

14-July-14 0 0 0 05 10

15-July-14 12 0 0 05 05

16-July-14 0 0 0 0 10

17-July-14 06 0 0 0 10

18-July-14 0 0 05 0 05

19-July-14 0 0 0 0 0

20-July-14 09 0 0 0 10

21-July-14 0 0 05 0 05

22-July-14 0 0 05 0 10

23-July-14 0 0 05 0 05

24-July-14 06 0 0 05 0

25-July-14 0 0 0 0 05

26-July-14 0 0 0 0 05

27-July-14 0 0 0 05 10

28-July-14 0 0 0 05 05

29-July-14 0 0 0 05 05

30-July-14 0 0 0 0 0

31-July-14 0 0 0 0 0

Total 96 0 50 85 195



DETAILS OF CUBES TESTED IN THE MONTH OF JULY 2014.

NORTH PORTAL

DATE Grout Cube Testing

Remarks

3 days 7 days 28 days

1-July-14 0 0 0

2-July-14 0 0 0

3-July-14 0 0 0

4-July-14 0 0 0

5-July-14 0 0 0

6-July-14 0 0 0

7-July-14 0 0 0

8-July-14 0 0 0

9-July-14 0 0 0

10-July-14 0 0 0

11-July-14 0 0 0

12-July-14 0 0 0

13-July-14 0 0 0

14-July-14 0 0 0

15-July-14 0 0 0

16-July-14 0 0 0

17-July-14 0 0 0

18-July-14 0 0 0

19-July-14 0 0 0

20-July-14 0 0 10

21-July-14 0 0 0

22-July-14 0 0 0

23-July-14 0 0 0

24-July-14 0 0 0

25-July-14 0 0 0

26-July-14 0 0 0

27-July-14 0 0 0

28-July-14 0 0 0

29-July-14 0 0 0

30-July-14 0 0 0

31-July-14 0 0 0

Total 0 0 10




SOUTH PORTAL

DATE

Concrete Cube’s Compressive Strength Remarks

M 15 M25 M30 M35 M40 M45

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

1-July-14 0 09 03 0 09 06 06 0 0 0 0 0

2-July-14 0 21 0 0 06 18 03 12 0 0 0 0

3-July-14 0 24 03 0 09 24 03 12 0 0 0 0

4-July-14 03 06 0 0 06 21 0 0 0 0 0 0

5-July-14 06 27 0 0 03 15 06 15 0 0 0 0

6-July-14 0 06 0 0 06 21 0 0 0 0 0 0

7-July-14 03 0 0 0 03 12 03 21 0 0 0 0

8-July-14 0 24 0 0 09 39 03 0 0 0 0 0

9-July-14 06 15 0 0 09 63 06 09 0 0 0 0

10-July-14 0 06 0 0 03 0 09 12 0 0 03 15

11-July-14 0 09 0 15 03 69 0 0 0 0 0 0

12-July-14 06 0 0 0 0 18 03 0 0 0 0 0

13-July-14 03 0 0 0 03 21 0 0 0 0 0 0

14-July-14 06 12 0 0 09 27 0 15 0 0 0 0

15-July-14 06 0 03 0 03 36 15 06 0 0 0 0

16-Jul -14 0 0 0 0 03 45 0 15 0 0 0 0

17-July-14 0 09 0 0 06 48 0 0 0 0 0 0

18-July-14 0 06 0 0 06 30 09 0 0 0 0 0

19-July-14 0 06 0 0 0 39 06 18 0 0 0 0

20-July-14 0 06 0 0 03 30 03 0 0 0 0 0

21-July-14 0 06 0 0 06 54 03 0 0 0 0 0

22-July-14 0 0 0 09 0 36 0 24 0 0 0 0

23-July-14 0 0 0 0 06 18 03 03 0 0 0 0

24-July-14 03 0 0 15 03 51 06 03 0 0 0 0

25-July-14 06 06 0 0 09 27 03 0 0 0 0 0

26-July-14 0 09 0 0 03 12 0 18 0 0 0 0

27-July-14 06 0 0 0 06 21 03 0 0 0 0 0

28-July-14 0 06 0 0 0 15 06 09 0 0 0 0

29-July-14 03 0 0 0 15 57 03 12 0 0 0 0

30-July-14 0 15 0 0 06 27 03 15 0 0 0 0

31-July-14 09 0 0 0 09 06 03 27 0 0 0 15

Total 66 228 09 39 162 906 108 246 0 0 03 30

\




NORTH PORTAL

DATE

Concrete Cube’s Compressive Strength Remarks

M 15 M25 M30 M35 M40 M45

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

7 Days

28 Days

1-July-14 03 09 0 0 06 21 0 12 0 0 0 0

2-July-14 06 21 0 0 06 48 03 0 0 0 0 0

3-July-14 03 6 0 0 0 18 0 0 0 0 0 0

4-July-14 06 21 0 0 06 45 03 09 0 0 0 0

5-July-14 06 18 0 0 0 03 03 0 0 0 0 0

6-July-14 03 27 0 0 03 21 0 0 0 0 0 0

7-July-14 03 0 0 0 09 39 03 0 0 0 0 0

8-July-14 09 0 0 0 09 12 0 30 0 0 0 0

9-July-14 0 0 0 0 0 0 0 0 0 0 0 0

10-July-14 06 09 0 0 06 57 03 0 0 0 0 0

11-July-14 03 0 0 0 0 33 0 0 0 0 0 0

12-July-14 03 0 0 15 09 21 03 09 0 0 0 0

13-July-14 0 06 03 0 03 30 0 0 0 0 0 0

14-July-14 0 27 0 0 09 0 0 0 0 0 0 0

15-July-14 03 0 0 0 06 06 0 15 0 0 0 0

16-Jul -14 0 12 0 0 03 15 0 0 0 0 0 0

17-July-14 03 12 0 0 03 0 0 0 0 0 0 0

18-July-14 0 15 0 0 03 0 03 09 0 0 0 0

19-July-14 0 0 0 0 0 0 0 0 0 0 0 0

20-July-14 12 0 0 15 09 60 09 09 0 0 0 0

21-July-14 06 0 0 0 12 33 03 03 0 0 0 0

22-July-14 06 06 0 0 15 18 06 0 0 0 0 0

23-July-14 06 21 0 0 09 36 12 03 0 0 0 0

24-July-14 03 09 0 0 06 0 21 0 0 0 0 0

25-July-14 0 18 0 0 03 39 0 09 0 0 0 0

26-July-14 0 18 0 0 03 0 0 03 0 0 0 0

27-July-14 03 09 0 0 06 18 03 0 0 0 0 0

28-July-14 06 09 0 0 06 27 03 12 0 0 0 0

29-July-14 06 30 0 0 03 45 0 06 0 0 0 0

30-July-14 12 12 0 0 03 18 0 09 0 0 0 0

31-July-14 03 06 03 0 06 15 0 0 0 0 0 0

Total 120 321 06 30 162 678 78 138 0 0 0 0

0



13.2 DETAILS OF AGGREGATES TESTING

DETAILS OF TESTING IN THE MONTH OF JULY 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-July-14 04 03 03 02 01 01 04

2-July-14 04 03 03 02 01 01 04

3-July-14 04 03 03 02 01 01 04

4-July-14 04 03 03 02 01 01 01 05 02 01

5-July-14 04 03 03 02 01 01 04

6-July-14 04 03 03 02 01 01 04

7-July-14 04 03 03 02 01 01 04

8-July-14 04 03 03 02 01 01 04

9-July-14 04 03 03 02 01 01 04

10-July-14 04 03 03 02 01 01 01 05 02 01

11-July-14 04 03 03 02 01 01 04

12-July-14 04 03 03 02 01 01 04

13-July-14 04 03 03 02 01 01 04

14-July-14 04 03 03 02 01 01 04

15-July-14 04 03 03 02 01 01 04

16-Jul -14 04 03 03 02 01 01 04

17-July-14 04 03 03 02 01 01 04

18-July-14 04 03 03 02 01 01 01 05 02 01

19-July-14 04 03 03 02 01 01 04

20-July-14 04 03 03 02 01 01 04

21-July-14 04 03 03 02 01 01 04

22-July-14 04 03 03 02 01 01 04

23-July-14 04 03 03 02 01 01 04

24-July-14 04 03 03 02 01 01 01 05 02 01

25-July-14 04 03 03 02 01 01 04

26-July-14 04 03 03 02 01 01 04

27-July-14 04 03 03 02 01 01 04

28-July-14 04 03 03 02 01 01 04

29-July-14 04 03 03 02 01 01 04

30-July-14 04 03 03 02 01 01 04

31-July-14 04 03 03 02 01 01 01 05 02 01

Total 124 93 93 62 05 31 31 129 10 05



DETAILS OF TESTING IN THE MONTH OF JULY 2014.

NORTH PORTAL

MOISTURE CONTENT % GRADATION

DATE 10 & 20

mm Crusher

Dust Sand 10 mm

Crusher Dust

20 mm Sand Combined F.I AIV

1-July-14 04 03 03 0 0 0 0 02 0 0

2-July-14 04 03 03 01 01 01 01 03 02 01

3-July-14 04 03 03 0 0 0 0 01 0 0

4-July-14 04 03 03 0 0 0 0 01 0 0

5-July-14 04 03 03 0 0 0 0 02 0 0

6-July-14 04 03 03 0 0 0 0 01 0 0

7-July-14 04 03 03 01 01 0 01 02 01 01

8-July-14 04 03 03 0 0 0 0 01 0 0

9-July-14 04 03 03 0 0 0 0 01 0 0

10-July-14 04 03 03 01 01 01 01 03 02 01

11-July-14 04 03 03 0 0 0 0 02 0 0

12-July-14 04 03 03 0 0 0 0 02 0 0

13-July-14 04 03 03 0 0 0 0 02 0 0

14-July-14 04 03 03 02 02 01 02 04 02 02

15-July-14 04 03 03 0 0 0 0 02 0 0

16-Jul -14 04 03 03 0 0 0 0 02 0 0

17-July-14 04 03 03 0 0 0 0 02 0 0

18-July-14 04 03 03 0 0 0 0 01 0 0

19-July-14 04 03 03 0 0 0 0 0 0 0

20-July-14 04 03 03 0 0 0 0 02 0 0

21-July-14 04 03 03 02 02 01 02 04 02 02

22-July-14 04 03 03 0 0 0 0 02 0 0

23-July-14 04 03 03 0 0 0 0 02 0 0

24-July-14 04 03 03 0 0 0 0 02 0 0

25-July-14 04 03 03 0 0 0 0 02 0 0

26-July-14 04 03 03 0 0 0 0 02 0 0

27-July-14 04 03 03 0 0 0 0 02 0 0

28-July-14 04 03 03 01 01 0 01 03 01 01

29-July-14 04 03 03 0 0 0 0 0 0 0

30-July-14 04 03 03 0 0 0 0 02 0 0

31-July-14 04 03 03 0 0 0 0 02 0 0

Total 124 93 93 08 08 04 08 59 10 08



14. SAFETY REPORT

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

1 Total Man- hours worked 21776555 901635 22678190 2 Average No. of Employees 30776 2770 33546

3 Incidents 63 2 65 4 Environment Incidents 0 0 0 5 Training (Man hours) 826825 40210 867035



15. MINUTES OF MEETING



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). Such favorable tunneling

conditions may continue further also 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 expect 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 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 is being removed on regular basis for better movement of traffic &

avoid any incident.

Housekeeping is little bit improved and also choked drains cleaned for proper drainage at North Portal.

Fire hydrants at various location of both tunnels at North portal was found without hose reels and water

connections and also provide very less quantity of signal/flag man’s inside tunnel for proper direction &

movement of vehicles.

Modify ventilation system to exhaust the gases from Tunnel mainly at North Portal

Mainly at North Portal, dumper used for disposed of muck was working without tarpoline cover which create

unhealthy environment.

Highway:

Existing Highway:

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



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+000-210+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 submitted and reviewed by IE with some comments.

0-60 m: R.C.C wall up to 4.0 m height completed

Structure works:

Bridge B1 – Deck slab casted, Arrangement for stressing in progress

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

Base slab for Ventilation Building have been completed and column & walls in progress at south

and north portal

Reinforcement for base slab of Technical Building is in progress at North Portal .

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:

Between MS-TM 1702 to MS-TM 2448 up to 06-08-2014, 25% convergence is within the limits.

This stretch is considered critical as high level of deformation is continuing for long time, therefore it

is proposed to take special consideration and apply new countermeasures.

Between MS-TM 2477 to MS-TM 3150, 80% convergence is within the limits.

Between MS-TM 3178 to MS-TM 3469, 40% convergence is within the limits. This stretch is

considered critical for high level of deformation.

Rectification activity is Completed Up to Ch 1850. Additonal IBO Rock Bolts is completed up to

1960. Placing of Additonal IBO Rock Bolts is been carried out carried out From Ch. 2000

iaccording to Geodata Countermeasures Plan.

Escape Tunnel South Portal:

Between ES-TM 1804 to ES-TM 2370 up to 07-08-2014, near 70% 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 2345 to ES-TM 4545 Up to 24-06-2014 near 95% convergence is within the

limits, now seems to be stabilizing.

Rectification activity is completed from CP 6 to CP 7. Rectification is in progress from CP 7 to CP

8 Consisting mainly removal of undercut, placing of lattice girders and Rock Bolts.

In North Portal need to support in CP 18, 19 and 22.

In Main tunnel North Portal need only smoothing and trimming and fill the shotcrete.



ESCROW ACCOUNT

Escrow account statement, Concurrent audit report of Chenani Nashri Tunnel way limited for the period

December 2013 to March 2014. It is clear from the report that borrowing cost to construction of road has

been treated as a part of capital work in progress and interest earned on temporary investment of borrowing

has been reduced from borrowing cost. We want to draw your kind attention that extra interest charged as

reported by the concurrent auditors should also be reduced from the borrowing cost after recovery so that

actual cost of Fixed Assets may be recognized at the time of capitalization.

We also want to comment on the Bank balance which has increased almost by 7 times as compared to last

year (i.e. from Rs. 2,77,35,048/- to Rs. 19,80,33,273/-) whereas it is clear from Note 8 of Fixed Assets that

the volume of work done in terms of value is less as compared to last year (i.e. from Rs. 8,29,70,39,973/- to

Rs. 6,38,24,90,296/-). Trade Payable has also reduced to half as compared to last year .



DEPLOYMENT OF MAN MONTH S

. N

o.

Name Position Man

Month(As per CA)

Man Month(Balance)

Remarks

I-a KEY PERSONNEL (PROFESIONAL STAFF)

1 Valentin Salcedo Team Leader 66 35.09

2 Jose Luis Cacho Tunnel Design Engineer 26.231 18.265

3 Mr. Kuldeep Singh Jamwal Sr. Geologist 41.146 7.512

4 Cesar Andia Sr. Geotechn. Engineer 31 0.000

5 J. Manuel Pineda Sr. E & M Expert 23.000 12.200

6 Mr. Sanjay Kumar Sharma Tunnel Safety Expert 63 25.033

7 Mr. Rafat Ahmad Khan Tunnel Ventilation Expert 31 7.491

8 Mr. Sanat Kumar Jain Tunnel Excavation Expert 48.735 11.000

9 Mr. Ravi Kant Singh Tunnel Lining Expert 61 23.000

10 Tunnel Lighting Expert 17 0.000 Completed

11 Mr. Vikas Kohli Senior Quality/ Material Expert 63 25.067

12 Structural, Bridge Engineer 31 0.000 Completed

13 Mr. Ajay Mishra Financial Expert 6 4.808

14 Mr. Manish Kumar Sharma Legal Expert 7 3.258

I-b SUB-PROFESIONAL STAFF

1 Mr. Sindu Bagati Tunnel Engineer 63 24.767

2 Mr. Neeraj Singh Datta Tunnel Engineer 63 25.000

3 Mr. Vijay Pal Mahlotra Tunnel Fire Fighting Expert 18 16.933

4 Raman Padha Environmental Engineer 11 0.000 Completed

5 Susheel Sarotra Hydrologist / Drainage Expert 45.516 11.000

6 Kanya lal Razdan Hydrologist / Drainage Expert 33 0.957

7 Paramjeet singh Geologist 41.633 7.000

8 Rakesh Kumar Singh Geotechnical Engineer 31 0.000 Completed

9 Vishal Koul Material Engineer 58.774 22.000

10 Vikas Gupta Material Engineer 55.935 22.000

11 Quantity Surveyor 18 0.000 Completed

12 Mohit Gandotra Highway Engineer 31 0.000 Completed

13 Mr. Sanjay Gupta Bridge Engineer 31 24.033

14 P.K Mittal Traffic and Transp. Expert 11 6.066

15 Gurpreet Singh Survey Engineer 33 1. 470

16 Survey Engineer 33 0.000 Completed

17 Sindhu Mishra Assist. Tunnel Excavation Expert 48.600 11.000

18 Shekhar Modi Assist. Tunnel Excavation Expert 49.114 11.615

19 Subhash Chander Assist. Tunnel Lining Expert 59.367 22.000

20 Kuldeep Singh Chamak Assist. Tunnel Lining Expert 59.367 21.900

21 Kuldeep sharma Horticulturalist cum LandScaping

Expert 11 9.623

22 Rajesh Mishra Lab. Tech 63 5767

23 Amit Bhandari Lab. Tech 63 26.097

24 Manish Deshpande HTMS /Toll Expert 6 5.134

25 Cad Expert 16 0.000 Completed

Sub total - Sub-profesional Staff (I -b)



II SUPPORT STAFF

1 Amnish Jamwal Office Manager 66 28.000

2 Pankaj Gupta Accountant 66 27.767

3 Mr. Jagdev Singh Jaiswal Cashier 66 27.767

4 Sanat Kumar Mishra Photo Machine Operator 66 28.767

5 Superna Gandotra Steno 66 28.200

6 Ajay Singh Computer Operator 66 28.000

7 Chuni Lal Security Guard 66 27.767

8 Sahil Gupta Security Guard 66 28.000

9 Subash Chander Office Boy 66 27.767



17. PHOTOGRAPHIC REPORT

Invert reinforcement fixing inside the Escape Tunnel

Deck of Bridge is in progress at South Portal



Water Proofing Membrane fixing inside the Main Tunnel

Fixing of Lattice Girder in the Bench of Main Tunnel North Portal



Geological Face Mapping is in progress in Main Tunnel

Retaining Wall work is in progress at North Portal.