October-December 201 4 - Online PIU Information …nhai.org.in/spw/IEReport/QPR Oct to Dec 2014.pdfbetween Kiratpur to Ner-Chowk section from Km 73.200 to 186.500 in the state of Punjab

October-December 2014

Quarterly Progress Report No. 9

Quarterly Progress Report No. 9 : October-December, 2014

Getinsa Ingenieria S. L. Spain in association with

Segmental Consulting & Infrastructure Advisory Pvt. Ltd. India

Page i

Table of Contents

1. INTRODUCTION ......................................................................................................................... 1

1.1 Necessity ........................................................................................................................ 1

1.2 General Features ............................................................................................................ 1

1.3 The Project Road ............................................................................................................ 2

1.4 The Project Road Constraints ......................................................................................... 3

1.5 Proposed Alignment ........................................................................................................ 3

1.6 Location Map .................................................................................................................. 4

1.7 Key Plan ......................................................................................................................... 4

2. PROJECT ASSIGNMENT ........................................................................................................... 4

2.1 Background..................................................................................................................... 4

3. INDEPENDENT ENGINEER ...................................................................................................... 5

3.1 Drawl of Agreement with Concessionaire ....................................................................... 5

4. EXECUTIVE PROGRESS SUMMARY ..................................................................................... 5

4.1 Independent Engineer: .................................................................................................... 5

4.2 THE SCOPE OF INDEPENDENT ENGINEER ................................................................ 5

4.2.1 Development Period Responsibility .................................................................................. 5

4.2.2 Reporting Requirement ..................................................................................................... 6

4.2.3 Mobilization of Concessionaire (Organization Chart) ..................................................... 10

4.3 Setting up of Project Implementation Unit –Shimla. ...................................................... 11

5. PRE-CONSTRUCTION ACTIVITIES ...................................................................................... 11

5.1 Land Acquisition/ Environmental/ Forest Clearance ...................................................... 11

5.2 Utilities shifting & other hindrances: Updated Status ..................................................... 18

5.3 Centre Line Marking: ............................................................................................................. 30

5.4 Soil Investigations: ........................................................................................................ 30

6. Statement –IV ............................................................................................................................. 30

7. CONSTRUCTION SCHEDULE ............................................................................................. 34

7.1 Project Milestone .................................................................................................................... 34

7.2 Documents: Correspondence ..................................................................................................... 34

8. MEETINGS/SITE VISITS/PRESENTATIONS: ................................................................... 55

9. EXECUTING AGENCY ......................................................................................................... 56

9.1 Concessionaire ......................................................................................................................... 56




Page ii

9.2. EPC Contractor: .............................................................................................................. 56

10 . ORGANIZATION CHART (IE) .............................................................................................. 57

11. INDEPENDENT ENGINEER MOBILIZATION:................................................................... 58

11.1 Updated Status of Man months of Independent Engineer. ...................................................... 59

11.2 Invoice of Independent Engineer Services .............................................................................. 60

11.3 S-curve for Construction Schedule- ......................................................................................... 60

11.4 Financial details of Escrow Account: ...................................................................................... 60

12. CONTRACT DATA. ................................................................................................................. 60

12.1 SANCTION /APPROVAL OF PROJECT: ........................................................................ 60

12.2 Civil works Contract Details:................................................................................................... 61

13. PROJECT PARAMETERS ................................................................................................... 61

14. UPDATED REVIEW OF DESIGN & DRAWING up to September, 2014 .......................... 62

16. Review of Physical Progress .................................................................................................... 97

17 . Road Maintenance works of existing NH-21 (Km .73+200 to 186+500). .............................. 98




Page 1

Independent Engineer services for four laning of Kiratpur-Ner Chowk Section of NH-21 from Km73.200 to

Km186.500 in the State of Punjab/Himachal Pradesh to be executed as BOT (Toll) on DBFOT Pattern under

NHDP Phase-III.

1. INTRODUCTION

1.1 Necessity

The Ministry of Road Transport and Highway (MORT&H) has taken decision to develop National

Highway NH-21 from Kiratpur –Ner Chowk section from Km 73.200 to Km 186.500 in the state of

Punjab/Himachal Pradesh.

The main objective of the Project is to expedite the improvement of Infrastructure in Punjab and

Himachal Pradesh and also in reducing time and cost of travel for traffic, particularly heavy traffic,

plying between Kiratpur and Ner Chowk .The NH-21 is an important link connecting Kiratpur in

Punjab and tourist destination Manali in Himachal Pradesh.NH-21 is also a major link to connect

Leh-Ladakh.

NHAI have appointed the Voyant Solution Pvt. Ltd. & Inter Continental Technocrat Pvt. Ltd. as

consultants to carry out the Technical &Financial feasibility study for improvement of NH-21

between Kiratpur to Ner-Chowk section from Km 73.200 to 186.500 in the state of Punjab &

Himachal Pradesh.

1.2 General Features

Sl. No. Item Details

1 Project Name & Location Four laning of Kiratpur to Ner Chowk Section of NH-21

From Km73.200 to Km186.500 in the State of

Punjab/Himachal Pradesh to be Executed as BOT(Toll) on

DBFOT Pattern Under NHDP Phase-III

Starting from Kiratpur(Punjab) & end point Ner Chowk

(Himachal Pradesh)

2. Contract Package No. NHPD-Phase-III/DBFOT –NHAI/11016

3. Name of Concessionaire Kiratpur – Ner Chowk Expressway Limited

4. Name of Independent

Engineer

Getinsa Ingenieria S. L. Spain

in Association with

Segmental Consulting &Infrastructure Advisory Pvt. Ltd

5. Date of Acceptance 2nd February-2012

6. Date of signing the

Agreement

16th March 2012

7. Date of signing

Substitution/Escrow

Agreement

9th October 2012 (Financial closure 5th Sep 12, GM (J&K/HP)

letter no. NHAI/11016/9/2011/HP-2011/1110

8. Date of Commencement 14 November, 2013.

9. Date of Completion (As per

Contract)

12,November,2016 (36 months from the appointed date )

10. Project Cost (As per

Concession Agreement)

Rs. 1818.47 Crs.




Page 2

11. Concession Period 28 years (Incl. Construction Period)

12. Construction Period 3 Years (1095 Days)

Broad Scope of Contract

12.1 Construction of

Highways/Tunnels

Construction &widening of Existing Road ( Length 25.844

Km) from Km 73.200 to Km 86.000 ,Km159.070 to

Km167.473,Km 179.582 to Km184.323 Construction of

two Lane Road to connect Barmana cement factory to New

alignment (1.971 Km)

Construction of New alignment from Km12.732( Existing

Ch 86.000) to Km159.070 including of Five Tunnels i.e.

Long Tunnel-01No (1750 Meter), Medium Tunnel- No s (1410,860,650 meter) Short Tunnel-01No (400 meters)

12.2 Construction of Escape

Tunnel

Construction of Escape Tunnel - 1905 meter Long parallel to

main long tunnel.

12.3 Major Bridges 15 Nos.

12.4 Minor Bridges (Less than 60

m length)

29 Nos+01(Rehabilitation /Repair of Existing Bridge at Km

0+450)

12.5 Fly Over/Grade separator 01 No

12.6 Pedestrian/Cattle

underpasses

04 Nos

12.7 Culverts

12.7.1 Box Culverts 64 Nos

12.7.2 Slab Culverts 98 Nos

12.7.3 Pipe Culverts 55 Nos (in addition to this, 30 nos of culverts to be

provided at different junction points).

12.8 Main Tunnels Long Tunnel-01 No (1750 Meter), Medium Tunnel-03 Nos

(1410,860,650 meter) Short Tunnel-01 (400 meters)

12.9 Escape Tunnel 1905 meter long Parallel to long Tunnel T1

1.3 The Project Road

The NH-21 National Highway will be upgraded from its present two-lane layout, to a four-lane

divided carriageway. The design of the road between Kiratpur –Ner Chowk section from Km 73.200

to Km 186.500 in the state of Punjab/Himachal Pradesh .The Project will require the construction of

numerous structures, include Fifteen Major Bridges, One Flyover/Grade separator two hundred and

forty seven culverts (in addition to this 30 nos of culverts to be provided at different junction

points). And one no 1800 meters long tunnel with one escape tunnel of 1800 meter long besides

three Medium tunnels and one short tunnel are also to be constructed along the proposed

alignment.




Page 3

1.4 The Project Road Constraints

The existing road alignment of the NH-21 passes between Km 73.200 and Km 186.500 is typified by

sub-standard and often steep curves with hair-pin bend and gradients, in the horizontal and vertical

planes. The proposed improvement will be new alignment & construction and widening of existing

two lane to four lane configuration in different section of the Highway to avoid many S-curves &

steeper gradient, which will also involve the construction of many new structures, including

Tunnels, bridges, Flyover/Grade Separator and retaining structures.

The Project road area is within a region that is prone to erosion & landslides, earthquakes Zone-V.

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 Himachal region, with its exceptional scenic landscapes, abundant wildlife, culture diversity and

profuse number of historic and religious Temples, is a one of the main tourist destination for

tourists from every corner of the globe. The NH-21 being the main route between the principal

cities of Chandigarh via Kiratpur and from Shimla through NH-88(Connected to NH-21) 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.

1.5 Proposed Alignment

The Project road of NH-21 alignment starts from Kiratpur Km 73.200 terminates to Ner Chowk Km

186.500 and passes through Rup Nagar (Punjab) and Bilaspur, Mandi district of Himachal Pradesh.

The important places through which the project highway traverses are Kiratpur, Dhangani,

NainaDevi, BhagchhalI, Ferry Ghat, Dharadsani, Auhor, Kallar, Dehar, Dhanotu, Bhaged, Panoh,

Canaid, Bhour, Dadour and end at Nagchhala village.

The new alignment of Highway starts with long Tunnel T1 from Kainchi More at Km 12.750 (Design

Chainage) to Km 14.550 with escape Tunnel 1800 meter long parallel to Tunnel T1, Short Tunnel T2

from Km 15.785 to Km 16.275 (490 meter long), Medium Tunnel T3 from km 23.550 to Km

24.130(580 meter long), Medium Tunnel T4 from Km 148.500 to Km 149.750 (1250 meter long),

another medium Tunnel T5 km 157.660 to Km158.400 (740 meter long) through Hilly

&mountainous terrain. Proposed new alignment joins the existing road near Jarhol village at Km

159.070 (Design Chainage). For Sundar Nagar Market area a bypass is proposed from Km 173.904

to 179.582. Again the project highway follows the existing road from Km179.582 (Design Chainage)

to 184.400. New bypass for Ner Chowk is proposed from Dadour Chowk at Design Chainage

184.400 to Km 188.950 near Nagchhala village which is the end point of Project Highway. To cater

the need of cement Industry a link road is proposed to be constructed from ACC cement Plant

(Barmana) connecting new alignment of NH-21 with two lane of 1.971 km. length.

The proposed four lane will open up the Himachal Pradesh and improve the socio-economic

condition of the entire region beyond the Project area. It will also improve the transportation

network and will provide rural communities better access to markets, social services and business.

Employment opportunities will be generated and also provide impetus to tourism sector of

Himachal Pradesh.




Page 4

1.6 Location Map

1.7 Key Plan

Fig. 1: Proposed Alignment

2. PROJECT ASSIGNMENT

2.1 Background

NHAI have appointed the Voyant Solution Pvt. Ltd. & Inter Continental Technocrat Pvt. Ltd. as

consultants to carry out the Technical & Financial feasibility study and Detailed Project Report

(DPR) for this section of highway in the states of Punjab & Himachal Pradesh. The proposed

construction of Project Road is as under:




Page 5

Km 73.200 to Km 86.000 (Existing Chainage) -12.732 km Construction & widening of Existing

alignment.

Km 86.000 to Km 159.070 (Design Chainage) -56.520 Km Construction of New alignment

comprises of Five No s Tu el Total Le gth . 7 Km with one Escape Tunnel 1905 meter long.

Km 159.070 to Km 167.473 (Existing Chainage) - 8.403 Km. Construction & widening of Existing

alignment.

Km 167.473 to Km 179.582 (New Alignment, Two lane Sunder Nagar Bypass)-5.678 Km (one Two

lane already sanctioned by MORT&H – actually work not started).

Km 179.582 to Km 184.323 (Existing Road) 4.741 Km long Construction &Widening of Existing

alignment.

Km 184.323 to Km 188.874 (New alignment Ner Chowk Bypass)-4.550Km long Construction of

New Alignment.

Connection of Barmana ACC cement Factory – 1.971 Km long (Two lane).

3. INDEPENDENT ENGINEER

It was decided that Independent Engineer may be invited to participate for Project management in

order to have proper management and Quality Assurance. Accordingly Bids were invited from pre-

qualified and short listed consultants and the work was allotted to M/S Getinsa Ingenieria S. L.

Spain in association with M/s Segmental Consulting &Infrastructure Advisory Pvt. Ltd. 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

Getinsa Ingenieria S. L. Spain in association with M/s Segmental Consulting & Infrastructure

Advisory Pvt. Ltd. ,Unit No 204 Vipul Trade Centre, Sector-48, Sohna Road, Gurgaon -122009

(Haryana) India by Letter No. NHAI/11016/10/2011/HP-NH-21/IE-1112 dated 10th October 2012 for

commencement of service and accordingly mobilization of Key/ Sub Key Perso el s as do e.

3.1 Drawl of Agreement with Concessionaire

Agreement was drawn by NATIONAL HIGHWAY AUTHORITY OF INDIA (NHAI) with IL&FS

Transportation Networks Ltd. on 16th March 2012. For this project IL&FS Transportation Networks

Ltd has formed a Special Purpose Vehicle (SPV) by the name of Kiratpur Ner Chowk Expressway Ltd.

KNCEL herei after referred as the Co essio aire

4. EXECUTIVE PROGRESS SUMMARY

4.1 Independent Engineer:

M/S Getinsa Ingenieria S. L. Spain in Association with M/s Segmental Consulting &Infrastructure

Advisory Pvt. Ltd. Independent Engineer in accordance with the terms of the agreement, have

been deployed personnel to supervise the Project and office building has been established

which are fully functional .

Team Leader Office:

C/o Mr. Roshan Lal Sehgal, VPO-Lakhanpur, Ward No-11, District Bilaspur (HP)-174001.

4.2 THE SCOPE OF INDEPENDENT ENGINEER

4.2.1 Development Period Responsibility

The Independent Engineer will be responsible for detailed review of the Drawings as furnished by

the Concessionaire along with supporting data, including the geo-technical and hydrological

investigations, characteristics of materials from borrow areas and quarry sites, topographical




Page 6

surveys and traffic surveys. Such review will be completed and send its comments/observations to

the Authority and the Concessionaire within 15 (fifteen) days of receipt of such Drawings.

Any modified Drawings or supporting Documents sent by the Concessionaire will be commented

within 7 (seven) days of receiving. The review of the detailed design, construction methodology,

quality assurance procedures and the procurement, engineering and construction time schedule

sent by the Concessionaire will be commented within 15 (fifteen) days of receipt thereof. EPC

Contract or any other contract for construction, operation and maintenance of the Project

Highway, will be reviewed and commented within 7 (seven) days from receipt.

4.2.2 Reporting Requirement

Independent Engineer shall prepare and submit to the NHAI and Concessionaire of the following

reports.

a) Design Review Phase

Concessionaire is presently working on allocated activities of development period.

b) Construction Phase

Monthly and Quarterly Progress report covering all aspects such as progress monitoring, Quality

Assurance (QA)/Quality control (QC) etc.

c) Operation and Maintenance Phase

Monthly and Quarterly report on existing condition of facility including advise on all aspects of

operation and Maintenance. Toll Booths, Bridges or other Structures, Traffic Management &

Safety, Telephone, Ambulance.

Monthly inspection report of the Project Highway at least once a month.

The Che k list to o itor Co essio aire s o ligatio u der the pro isio of CA is presented in

Table 4.2




Page 7

Table – 4.2 Concessionaire's Obligation Check List

S.

No. Requirement of Submission

by Concessionaire

Reference

Submission Time Schedule Independent Engineer Action Remark Document

Clause

No.

Development Period

1 Condition Precedent

Concession

Agreement 4.1.3 Before Appointed Date

Monitoring the status of

Conditions Precedent and

subsequently applicability of

claims, if any.

a Performance Security Complied

b Escrow Agreement Complied

c Substitution Agreement Complied

d Applicable permits as in

Schedule -E In progress

e Financing Agreement complied

f Financial Package and

Financial Model Complied

g

Confirmation of the

correctness of their

representation and

warranties

h Legal opinion

2 Quality Assurance Plan

12.1

15 days before commencement of the

Work

Monitor and review as per

provisions of CA and technical

Specifications complied

3 Official Representation at site Before Appointed Date

-

4 Quarry approval

Concession

Agreement

Monitor and review as per

provisions of CA and technical

Specifications

5 Construction Methodology Before commencement of Work

6 Inventory of Site 10.3.1 Before Appointed Date Assist Authority for establishing

"The Appendix" as defined in CA Completed

7

Detail Design of Highway

Structures, Tunnels 12.1 Before Construction

First Review within 15 days and

second review on resubmitted

revised drawing with in 7th day

from Date of Submission.

Submission

in progress

i Geotechnical Investigation

Report Submission

in progress




Page 8

S.


by Concessionaire

Reference


Clause

No.

ii Hydrological Report

iii Topographical Surveys Report

iv Traffic Survey Report Submitted

v Material Report In progress

vi Pavement Design Submitted

vii Typical Cross Section Submitted

viii Plan & Profile of MCW Submitted

for 71.0 Km

ix Plan & Profile of Service

Road

x Drainage Plan & Profile

xi Cross section

xii Detailed Drawing for

individual Culvert Drawings

(pipe , Slab & Box) In progress

xiii

Detail Design and Drawing of

individual Bridges and

structures

Concession

Agreement 12.1 Before Construction

First Review within 15 days and

second review on resubmitted

revised drawing with in 7th day

from Date of Submission.

In progress

xiv

Drawings for Road Sign,

Markings Toll Plazas. Bus

Bays, Parking Areas, Truck Lay

Bys

xv

Detailed layout drawings for

traffic circulation for service

roads, for vehicular including

cross section Drawings

through PUP, Flyover at the

Project road level and the




Page 9

S.


by Concessionaire

Reference


Clause

No.

structure bed level.

xxi Traffic Management

drawings for safety in

construction zones

Submitted

xxii Detailed drawings of road

side furniture and safety

structures.

Construction Period

1 Insurances

32.3 30 days before Commencement Date

of Construction or Operation.

Monitor and ensure obligation of

each party is complied as per CA

provisions complied

2

Monthly Progress Report 13.1 by 7th of every month

complied

3

3 hours Video Recording in

compact disc or digital video,

covering the status and

progress of construction

works.

13.6 by 7th day from Appointed Date and

subsequently by 15th day after end of

each quarter Complied




Page 10

4.2.3 Mobilization of Concessionaire (Organization Chart)




Page 11

4.3 Setting up of Project Implementation Unit –Shimla.

PROJECT DIRECTOR

National Highway Authority of India

Project Implementation Unit

Kamna View Bhawan, Phase-III

New Shimla-171009 (Himachal Pradesh)

5. PRE-CONSTRUCTION ACTIVITIES

Km 73.200 to Km.186.500 (Kiratpur Ner Chowk Section)

5.1 Land Acquisition/ Environmental/ Forest Clearance

(A) Land Acquisition:

The 3D notification for land acquisition submitted by concessionaire through PIU Shimla to NHAI

Headquarters for entire stretches. The same has been published in The Gazette of India through the

Authority for Kiratpur-Bilaspur-Ner Chowk (Km 73.200 to Km 188.500) and status shown in Tables

Details of area for which vacant access and Right of way has been granted to the concessionaire as on

11th

Nov 2013

(A) RUPNAGAR DISTRICT

Sr.

No. Village Name

Area(in Sq m) Total land (

in Sq m )

Award

Letter No.

Awarded

Date Forest Private

1

Kalyanpur

- 1707 1707

Already

awarded in

previous

package

14.06.2013

2 Dabur - 4454 4454 286 to 290 14.06.2013

3 Barruwal - 20146 20146 281 to 285 14.06.2013

4 Massewal - 20301 20301 291 to 295 14.06.2013

5 Dehni - 11698 11698 296 to 300 14.06.2013

6 Chamrauli - 17472 17472 301 to 305 14.06.2013

masura - 124588 124588 306 to 310 14.06.2013

TOTAL (A) 0 200366 200366

(B) BILASPUR DISTRICT

Sr.

No. Village Name


in Sq m )

Award

Letter No.

Awarded

Date Forest Private

1 Gara 25448 19766 45214 360 to 362 17.04.2013

2 Ree 8420 11144 19564 363 to 365 17.04.2013

3 Bhuai 18720 14181 32901 366 to 368 17.04.2013

4 Mehla 19870 33132 53002 932 to 934 23.09.2013

5 Thapna 50196 25037 75233 938 to 940 23.09.2013

6 Sampaytoo 2735 25828 28563 941 to 943 23.09.2013

7 Jabal 29226 5045 34271 935 to 937 23.09.2013




Page 12

8 Bharadi 77648 17131 94779 946 to 966 30.09.2013

9 Padgal 23668 36801 60469 970 to 972 30.09.2013

10 Kothipura 20430 4384 24814 967 to 969 30.09.2013

11 Dharadsani 40703 39476 80179 769 to 771 27.08.2013

12 Chaat 76150 18352 94502 766 to 768 27.08.2013

13 Bhated 1939 24004 25943 756 to 758 24.08.2013

14 Mahroiyan 1092 24473 25565 753 to 755 24.08.2013

15 Behiag 5080 10902 15982 750 to 752 24.08.2013

16 Kothi 2308 39476 41784 719 to 721 16.08.2013

17 Lagheda 188 5732 5920 722 to 724 16.08.2013

18 Vahna Jatta 307 22861 23168 716 to 718 16.08.2013

19 Kallar 16254 52974 69228 713 to 715 16.08.2013

20 Bhajwani 6511 31039 37550 673 to 675 06.08.2013

21 Authar 813 25818 26631 665 to 667 05.08.2013

22 Dharyana 7936 10310 18246 662 to 664 05.08.2013

23 Palthi 867 44354 45221 659 to 661 05.08.2013

24 Vakroha 531 6971 7502 605 to 607 22.07.2013

25 Vagthedu 10537 44190 54727 617 to 819 23.07.2013

26 Khuradi 1167 10258 11425 608 to 610 22.07.2013

27 Sannor 752 33748 34500 620 to 622 23.07.2013

28 Panoh 4691 37799 42490 535 to 537 28.06.2013

29 Rohin 19124 33708 52832 532 to 534 28.06.2013

30 Amarsinghpura 13217 35525 48742 520 to 522 25.06.2013

31 Malyawar 11732 47481 59213 517 to 519 25.06.2013

32 Baloh 8776 39049 47825 538 to 540 29.062013

TOTAL (A) 507036 830949 1337985

Details of area for which vacant access and Right of way has been granted to the concessionaire as

on 14th

Nov 2013

(C) MANDI DISTRICT

Sr.

No. Village Name


in Sq m )

Award Letter

No.

Awarded

Date Forest Private

1 Bhantrehad 3898 31201 35099 822 to 824 05.09.2013

2 Dehar 6691 76046 82737 825 to 827 06.09.2013

3 Aisu 115860 49066 164926 828 to 830 07.09.2013

4 Dayohi 6996 72288 79284 1117 to 1119 17.09.2013

5 Gamohu 0 10735 10735 1120 to 1122 17.09.2013

6 Jarol 12882 15585 28467 1124 to 1126 19.10.2013

7 Ropari 60695 7637 68332 1157 to 1159 30.10.2013

8 Chamukha 4712 26739 31451 1160 to 1162 31.10.2013

9 Thala 0 2014 2014 1154 to 1156 30.10.2013




Page 13

10 Majethal 287 39879 40166 570 to 572 06.07.2013

11 Jarlu 23522 21705 45227 573 to 575 06.07.52013

12 Nagchala 804 46692 47496 567 to 569 05.07.2013

13 Dauhandi 0 22904 22904 564 to 566 05.07.2013

TOTAL (A) 236347 422491 658838

Grand Total (A+B+C) 743383 1453806 2197189

District wise summary of land for which vacant access and right of way has been granted to the

concessionaire as on 14th

Nov, 2013,

Sr.

No. District Area (in sq m ) Area (in Ha) Remarks

1 Rupnagar 200366 20.0366

2 Bilaspur 1137985 133.7985

3 Mandi 658838 65.8838

Total 2197189 219.7189

Details of area for which vacant access and right of way has not been granted to the concessionaire as

on 11th

Nov 2013.

Sr.

No. Village Name


in Sq m ) Present Status

Forest Private

1 Kalyanpur 76827 - 76827

3D Completed and award

pending. As Per clause

10.3.4 The Authority has

to assure to procure and

grant, no later 90 (ninety)

days from the Appointed

Date I.e. 14th of Feb,2014

Note: 15.5799 Hect. Of

forest land handed over

vide letter no

11010/3/2012/forest/PIU-

SML/1256 dated

09/01/2014

2 Dabur 0 - 0

3 Barruwal 0 - 0

4 Massewal 0 - 0

5 Dehni 3185 - 3185

6 Chamrauli 606 - 606

7 Maura 17151 - 17151

8 Sunhan 46160 23782 69942

9 Bhated 3680 240004 27684

10 Taali 25000 29907 54907

11 Tunnu 64120 33371 97491

12 Dalyar 9510 9030 18540

13 Patta 8680 47561 56241

14 Bhatehad Uprali 19362 26196 45558

15 Chowk 0 2424 2424

16 Kanaid 0 3510 3510

17 Bhour 1690 2025 3715

18 Jangal Dadnal 0 28219 28219

19 Kayariya 0 26581 26581

20 Jool 0 489 489

21 Dadour 2348 29406 31754

TOTAL (A) 278319 286505 564824

SUNDER NAGAR BYPASS




Page 14

Sr.

No. Village Name


in Sq m ) Present Status

Forest Private

1 Thala

NA 245210

As per Concessionaire

Agreement only 2 lane

was included in project

length but later on

additionally 2 lane is also

included in the project ,

the process of land

acquisition has been

initialled.(3a published)

2 Pung

3 Derdu

4 Dhoudu

5 Kalohad

6 Bhajwanoo

7 Chowk

Work Front Available Handed over As on Date

Particulars Area(in Sq m) Existing

ROW Total obtained ( in Sq m )

Forest Private

Four Laning of Kiratpur To

Nerchowk Section of NH-

21 from Km 73.200 to Km

186.500 in the State of

Punjab & Himachal

Pradesh

743383 1453806 440500 2637689

Work Front Available/Not Handed over As on Date

Particulars Area(in Sq m) Existing

ROW

Total to be obtained ( in

Sq m ) Forest Private

Four Laning of Kiratpur To

Nerchowk Section of NH-

21 from Km 73.200 to Km

186.500 in the State of

Punjab & Himachal

Pradesh

278319 286505 0 564824

Sunder Nagar Bypass NA NA

(A) Total Land Required for Project (sqm.) 3202513

(B) Total Land handed over as on date (sqm) 2637689

(C) Total Land Handed over as on date (in Ha) 26.377

(D) % age of Land Handed over up to Dec-2013 82.36 %

Total handed over land as on date vide NHAI

Letter No 11010/3/2012/forest/PIU-SML/1256 dated 09/01/2014 95%




Page 15

SUMMARY OF INVETORY OF SITE

Details of structure in the ROW

PUNJAB

Sr.No. Item Nos. Remarks

1. House/Shops 185

BILASPUR


1. House/Shops 374

MANDI


1. House/Shops 223

Details of Trees Cutting In the Row of NH-21

October, 2014

Sr.No. District Nos of Pvt

Trees

Nos of Govt.

Trees

Total Nos. Of

Trees Remarks

1. Rupnagar - - 2150

1444 Nos of tree

cutting

completed

2 Bilaspur - - 22810

19773 Nos of

tree cutting

completed

3 Mandi

8786

1834 10620

1822 Nos of tree

cutting

completed

Total 35586 23039

November, 2014


Trees

Nos of Govt.

Trees

Total Nos. Of

Trees Remarks


1447 Nos of tree

cutting

completed


19838 Nos of

tree cutting

completed

3 Mandi

8786

1834 10620

1942 Nos of tree

cutting

completed




Page 16

Total 35586 23227

December, 2014


Trees

Nos of Govt.

Trees

Total Nos. Of

Trees Remarks


1998 Nos of tree

cutting

completed


20416 Nos of

tree cutting

completed

3 Mandi

8786

1834 10620

2134 Nos of tree

cutting

completed

Total 35580 24548

Details of utilities in the ROW December

PUNJAB

Sr.No. Item Nos. Hindrance Lendth,Km

1 Electrical Lines 142 7.1

2 Water Pipe Lines - 10.686 (running km)

3 Telephone poles 16

4 HT Tower

BILASPUR (HP)


1 Electrical Lines 122 6.1 Km



4 HT Tower 3

MANDI (HP)


1 Electrical Lines 148 7.4



4 HT Tower 3

(B) Environmental Clearance: Obtained for entire project.




Page 17

(1) Environmental clearance obtained from Km. 73.200 to Km. 134.500 vide letter no. F.No. 10-

118/2011-IA.III Government of India, Ministry of Environment & Forests (IA-III Division) 21st

march 2013 issued to C.G.M. (LA), NHAI, G-5&6, Sector-10, Dwarka, New Delhi – 110075.

(2) Environmental clearance obtained from Km. 134+350 to Km 186+650 vide letter no. F.No. 10-

52/2011-IA.III Government of India , Ministry of Environment & Forests (IA-III Division) 21st

march 2013 issued to C.G.M. (LA), NHAI, G-5&6, Sector-10, Dwarka, New Delhi – 110075.

(C) Forest Clearance: Updated Status

Proposals are under process.

Table 5.2 Updated Status of Forest Clearance

SI. Chainage Total Length Submission of

Proposal Remarks

1 Km. 0.000 to 8.800 8.800 Km. Stage-I Clearance

Obtained Stage-II clearance obtained.

2 Km. 8.800 to 26.500 17.700Km. Stage-I Clearance

Obtained Stage-II clearance obtained.

3 Km. 26.500 (Existing

129.800) to 151.100 21.600Km.

Stage-I Clearance

Obtained Stage-II Clearance Obtained.

4 Km. 151.100 to

189.000 37.900

Stage-I Clearance

Obtained stage-II Clearance obtained




Page 18

5.2 Utilities shifting & other hindrances: Updated Status

October-2014

SN Department Circle Office Division Sub - Division Amount

Sanctioned Sanctioned by S.E. Client Status

1

Bilaspur

Swarghat Swarghat 6,80,560.00 Sanctioned

Approved on 13-05-2014 vide

letter no. 11009/.../165 dated

13.05.2014 for an amount of Rs.

6,34,025.00

Mandatory charges yet to be

deposited. Work awarded to contractor.

Ghumarwin Ghumarwin 39,81,900.00 Sanctioned



13.05.2014 for an amount of Rs.

36,01,565.00



Kandrore Kandrore 177,41,750.0

0 Sanctioned



12.05.2014 for an amount of

Rs. 1,49,57,201.00



Mandi S. Nagar S. Nagar 421,36,724.0

0 Sanctioned



13.05.2014 for an amount of




Page 19



Rs. 3,42,88,190.00



Baggi Baggi 377,16,787.0

0 Sanctioned

NHAI CLARIFICATION-EE, IPH

HAS TO REPLY.

2 Electrical

Anandpur Sahib

(Punjab) Kiratpur Kiratpur Sahib

96,12,645.00

Sanctioned

on 04-09-

2013 vide

letter no. 807

Revised

estimate

sanctioned on

15-04-2014

vide memo no

3779/80 for

Kiratpur Sahib

feeder

34,40

,350.

00

Submitted to NHAI Revised

estimate

sanctioned on

16-04-2014

vide memo no

3633 for

Maura feeder

84,00

,832.

00

Total Revised

Cost Estimate

118,4

1,182

.00

Bilaspur Sadar Kot 98,86,198.00

Sanctioned on 30-08-

2013 vide letter no

180654(Four

Lane)/2013-6254-55

Approved by RO Jammu on

20/11/2013 vide letter no.

NHAI/RO-

Jammu/2012/11050/K-N/244 -

Mandatory charges deposited




Page 20



on 26-12-2013.

Bilaspur-I 107,62,855.0

0


2013 vide letter no

180654(Four

Lane)/2013-6745-46



NHAI/RO-

Jammu/2012/11050/K-N/241 -


on 25-03-2014.

Bilaspur-II 148,29,955.0

0


2013 vide letter no

180654(Four

Lane)/2013-6745-46



NHAI/RO-

Jammu/2012/11050/K-N/241 -


on 26-12-2013.

Ghumarwin Kandrour 151,56,585.0

0


2013 vide letter no

180654(Four

Lane)/2013-6250-51



NHAI/RO-

Jammu/2012/11050/K-N/336 -


on 19-06-2014.

Mandi S. Nagar

Salapper 350,89,735.0

0


2013 vide letter no

180654(Four

Lane)/2013-6114-15 &

6116-17



NHAI/RO-

Jammu/2012/11050/K-N/242 -


deposited.

S. Nagar Sanctioned on 29-08-

2013 vide letter no

180654(Four



NHAI/RO-




Page 21



Lane)/2013-6114-15 &

6116-17 Jammu/2012/11050/K-N/242 -


on 26-12-2013.

Ner Chowk Ner Chowk 164,37,975.0

0


2013 vide letter no

180654(Four

Lane)/2013-5176-77



NHAI/RO-

Jammu/2012/11050/K-N/240 -


on 26-12-2013. Utility shifting

commenced at site.

3 Electrical

Transmission

BBMB (01 in no.) BBMB Estimate not

yet received - -

AD Hydro Pvt

Ltd. (02 in nos.) AD Hydro Pvt Ltd

Estimate not

yet received - -

HPSEBL

(05 in nos.) Bilaspur Hamirpur 21600000.00 Sanctioned

Modification in given estimate

has been desired by NHAI vide

letter no. 11009/12/2013/K-

N/PIU-SML/1582 dated

31.03.2014 and compliance is

awaited from HPSEBL

Note: - The Concessionaire has not started shifting of utilities for the sections approved by Authority as per clause 11.2 of C.A




Page 22

November-2014

S. N. Department Circle Office Division Sub -

Division Amount

Sanctioned Sanctioned by S.E.

Client Status

1 I.P.H.

Anandpur

Sahib (Pb) Kiratpur Kiratpur 414,00,000.00 Sanctioned With RO-NHAI

Bilaspur


Approved on 13-05-2014

vide letter no.

11009/.../165 dated

13.05.2014 for an amount

of Rs. 6, 34,025.00

Mandatory charges yet to

be deposited.

Work awarded to

contractor.



vide letter no.

11009/.../163 dated


of Rs. 36, 01,565.00


be deposited.

Work awarded to

contractor.

Kandrore Kandrore 177,41,750.00 Sanctioned


vide letter no.

11009/.../162 dated




Page 23


Division Amount


Client Status


of Rs. 1,49,57,201.00


be deposited.

Work awarded to

contractor.

Mandi

S. Nagar S. Nagar 421,36,724.00 Sanctioned


vide letter no.

11009/.../164 dated


of Rs. 3,42,88,190.00


be deposited.

Work awarded to

contractor.



HAS TO REPLY.

Submitted to NHAI

2 Electrical Anandpur

Sahib (Punjab) Kiratpur

Kiratpur

Sahib

96,12,645.00

Sanctioned on

04-09-2013

vide letter no.

807

Revised

estimate

sanctioned on

15-04-2014

vide memo no

3779/80 for

Kiratpur Sahib

feeder

34,40,350.00

Approved by NHAI on


NHAI/11016/9/HP/UTILITY

SHIFTING/2013/2079 -

Mandatory charges to be

deposited




Page 24


Division Amount


Client Status

Revised

estimate

sanctioned on

16-04-2014

vide memo no

3633 for

Maura feeder

84,00,832.00

Total Revised

Cost Estimate 118,41,182.00

Bilaspur Sadar

Kot 98,86,198.00

Sanctioned on 30-08-2013 vide

letter no 180654(Four

Lane)/2013-6254-55

Approved by RO Jammu

on 20/11/2013 vide letter

no. NHAI/RO-

Jammu/2012/11050/K-

N/240 - Mandatory

charges deposited on 26-

12-2013.

Bilaspur-I 107,62,855.00



Lane)/2013-6745-46



no. NHAI/RO-

Jammu/2012/11050/K-

N/241 - Mandatory


03-2014




Lane)/2013-6745-46



no. NHAI/RO-




Page 25


Division Amount


Client Status

Jammu/2012/11050/K-

N/241 -Mandatory


12-2013.




Lane)/2013-6250-51



no. NHAI/RO-

Jammu/2012/11050/K-

N/336 - Mandatory


06-2014.

Mandi S. Nagar

Salapper

350,89,735.00



Lane)/2013-6114-15 & 6116-17



no. NHAI/RO-

Jammu/2012/11050/K-

N/242 - Mandatory

charges yet to be

deposited.

S. Nagar



Lane)/2013-6114-15 & 6116-17



no. NHAI/RO-

Jammu/2012/11050/K-

N/242 - Mandatory


12-2013.




Page 26


Division Amount


Client Status




Lane)/2013-5176-77



no. NHAI/RO-

Jammu/2012/11050/K-

N/240 - Mandatory


12-2013. Utility shifting

commenced at site.

3 Electrical

Transmission

BBMB (01 in

no.) BBMB Estimate not yet received

AD Hydro Pvt

Ltd. (02 in

nos.) AD Hydro Pvt Ltd Estimate not yet received

HPSEBL

(05 in nos.) Bilaspur Hamirpur 21600000.00 Sanctioned

Not Approved and

modification in given

estimate has been desired

by NHAI vide letter no.

11009/12/2013/K-N/PIU-

SML/1582 dated

31.03.2014

Note: - The Concessionaire has not started shifting of utilities for the sections approved by Authority as per clause 11.2 of C.A




Page 27

December-2014

Sr.

No. Department Circle Office Division

Sub -

Division

Amount


1 I.P.H.

Anandpur Sahib

(Pb) Kiratpur Kiratpur 414,00,000.00 Sanctioned

Mandatory charges have to be deposited by

NHAI.

Bilaspur


Approved on 13-05-2014 vide letter no.

11009/.../165 dated 13.05.2014 for an amount

of Rs. 6,34,025.00

Supervision Charges yet to be deposited.

Contractors finalized




of Rs. 36,01,565.00

Supervision charges yet to be deposited.


Kandrore Kandrore 177,41,750.00 Sanctioned



of Rs. 1,49,57,201.00



Mandi

S. Nagar S. Nagar 421,36,724.00 Sanctioned



of Rs. 3,42,88,190.00





HAS TO REPLY.

With PD-NHAI

2 Electrical Anandpur Sahib

(Punjab) Kiratpur

Kiratpur

Sahib

96,12,645.00

Sanctioned on 04-

09-2013 vide

letter no. 807

Revised

estimate

sanctioned on

15-04-2014

vide memo no

3779/80 for

Kiratpur Sahib

feeder

34,40,350.00

Approved by NHAI on 13/10/2014 vide letter no.

NHAI/11016/9/HP/UTILITY SHIFTING/2013/2079

- Mandatory charges to be deposited Dispute in

Mandatory charges, hence PSEPL not accepting

the same.




Page 28

Sr.


Sub -

Division

Amount


Revised

estimate

sanctioned on

16-04-2014

vide memo no

3633 for

Maura feeder

84,00,832.00

Total Revised

Cost Estimate 118,41,182.00

Bilaspur

Sadar

Kot 98,86,198.00



Lane)/2013-6254-55

Approved by RO Jammu on 20/11/2013 vide

letter no. NHAI/RO-Jammu/2012/11050/K-N/240

- Mandatory charges deposited on 26-12-2013.

Bilaspur-I 107,62,855.00



Lane)/2013-6745-46







Lane)/2013-6745-46



-Mandatory charges deposited on 26-12-2013.




Lane)/2013-6250-51




Mandi

S. Nagar

Salapper

350,89,735.00



Lane)/2013-6114-15 & 6116-17



- Mandatory charges yet to be deposited.

S. Nagar



Lane)/2013-6114-15 & 6116-17







Lane)/2013-5176-77




Utility shifting commenced at site.

3 Electrical

Transmission

BBMB (01 in no.) BBMB Estimate not yet received

AD Hydro Pvt

Ltd. (02 in nos.) AD Hydro Pvt Ltd Estimate not yet received

HPSEBL

(05 in nos.) Bilaspur Hamirpur 2,16,000,00.00 Sanctioned

Not Approved and modification in given estimate

has been desired by NHAI vide letter no.




Page 29

Sr.


Sub -

Division

Amount


11009/12/2013/K-N/PIU-SML/1582 dated

31.03.2014

Note: - The Concessionaire has started the shifting of Electric lines for the Nerchowk, Bilaspur sections.

5.2. A. Electric Poles Shifting

Sr. No. Description Total Numbers Shifting During the month Cumulative Shifted Balance

1 Rup Nagar (Punjab) 142 142

2 Bilaspur (Himachal) 122 0 25 97

3 Mandi (Himachal) 148 0 80 68

Total 412 0 105 307

5.2. B. Water Pipe Line Shifting

Sr. No. Description Total Length

(km) Shifting During the month Cumulative Shifted Balance

A Shifting of Water Pipe Line

1 (Rup Nagar) Punjab 10.686 10.686

2 Bilaspur (Himachal) 20.886 20.886

3 Mandi (Himachal) .761 .761

Total 32.333




Page 30

5.3 Centre Line Marking:

Plan & Profile of 71.0 Km as submitted by Concessionaire has already been concurred and P &P for

balance length is yet to be submitted by Concessionaire.

5.4 Soil Investigations:

The detailed sub soil investigation has been carried out for Tunnel 1, 2, 3 4 & 5 and detailed

investigation reports has been submitted by the Concessionaire on 5.9.2013 vide letter no. ITNL-

KNCEL/PRJ/TECH/ICO-581/2013/611ED 02/04/2014.

The detailed sub soil investigation has been carried out for Major Bridges (Km

1+085,17+700,19+352,20+830,24+195,26+100,130+165,133+160,135+125,143+783,152+100,155+6

70,157+750,158+775,184+650, 158+995 ,24+925,26+184,131+180,143+950,152+628, & Minor

Bridges(Km,6+140,18+910,25+221,25+300,133+830,135+990,138+330,139+565,144+270,146+870,

150+050,153+820, 185+785, 0+450,14+750,18+318,18+972,20+416,21+550, and the same has been

submitted by the Concessionaire as on date.

5.5. Inventory of Cross Drainage Structures.

Joint Verification of structures with concessionaire has been completed as per Concession

Agreement & actual site conditions.

Tree Cutting Permission:

Permission for trees cutting obtained for entire section from concerned department and the same

are in progress.

6. Statement –IV

Obligations of the Concessionaire during Construction Period

(Based on MCA National Highways)

Sr.No. Obligations of the Project

Authority

In any action

required to be

taken (Yes/No) If yes, provide details of action taken

1.

Provided Performance Security

(Article 9 ) Yes Provided on 10.09.2012

2.

Satisfied the Conditions

Precedent (Cl.4.1.3):

(a) Executed and procured

execution of the Escrow

Agreement

(b) Executed and procured

execution of the Substitution

Agreement

(c) Procured all the Applicable

Permits specified in

Schedule-E

Yes

Yes

yes

Executed on 09.10.2012

Signed on 11.03.2013

In process.




Page 31

(d) Delivered copies of Financial

Agreements to the Authority

(e) Delivered 3 copies of

Financial Package and

Financial Model

(f) Delivered form the

Consortium Members

confirmation of

representations and

warranties

(g) Delivered a legal opinion

with respect to the authority

of the Concessionaire

Yes

Yes

Yes

Yes

Submitted on 29.03.2012


Submitted on 16&17.02.12


3. Obtaining and keeping in force

the Applicable Permits

(Cl.5.1.4(f)) Yes

All applicable permits are obtained

from concerned Authorities

4. Procuring proprietary rights,

licences, permissions, etc

(Cl.5.1.4(b)) Yes Obtained

5. Maintaining harmony and good

industrial relations (Cl.5.1.4(d)) Yes CA clause 5.1.4(d) is being followed

6. Submitted drafts of Project

Agreements to the Authority

(Cl.5.2.2) Yes Details submitted

7. Obtaining consent for

amendments to Project

Agreements (Cl.5.2) No

8. Obtaining approval for Change in

Ownership (Cl.5.3) No

9. Obtaining prior consent for any

business other than Project

(Cl.5.6) No

10. Providing in each Project

Agreement the right of Authority

to step in (Cl.5.2.4) No

11. Employed foreign nationals in

accordance with Cl.5.4 No

12. Replenishing Performance

Security in event of

appropriation (Cl.9.2) Yes Under Progress

13. Remedying Concessionaire

Default within Cure Period

(Cl.9.2) Yes

Remedy will be done as per CA

Clause 9.2 as and when applicable

14. Keeping the Highway open to

traffic at all times (Cl.10.2.3) Yes

Since 80% is green alignment, hence

no traffic diversion is required as

such. However, at existing alignment

traffic is open and shall remain same

all the times.




Page 32

15.

Submitting its detailed design,

methodology, time schedule, etc

(Cl.12.1 (a)) Detailed Design

Methodology

Time Schedule

yes

yes

yes

Submitted Design as on date has

been Reviewed & Concurred

Review & Concurred as per site

activities.

Reviewed and observations made for

compliance.

16. Performing all other necessary

acts, deeds and things before

construction (Cl.12.1(a)) Yes Details already submitted

17. Maintaining existing lanes of the

Project Highway (Cl.12.2) Yes

Maintenance works is under

progress.

18. “u itti g a o plete set of as-

uilt dra i gs Cl. . g Yes

Will be submitted at the time of

Project completion

19. Completing four-laning within

the specified period (Cl.12.4.1) Yes

Will be completed in specified

period 12th November,2016

20. Paying damages for failure to

achieve any milestone (Cl.12.4.2) Yes

Will be liable to pay the damages for

failure as per clause 12.4.2 of CA

21. Submitting monthly progress

reports (Cl.13.1) yes MPR is being submitted regularly

22. Rectifying defects pointed out in

IE s o thly report Cl. . Yes

Will be rectified, if required as per

clause 13.2 of CA

23. Carrying out tests and furnishing

reports (Cl.13.3.1) Yes

All const. materials are being tested

at laboratory as well as at field.

24. Communicating steps taken to

expedite progress (Cl.13.4) Yes

Will be intimated as and when

required as per clause 13.4 of CA

25. Crediting the balance to the

Safety Fund (Cl.16.3.2) Yes

CA Cl 16.3.2 shall be followed if

required

26. Evolving Maintenance Manual in

consultation with IE (Cl.17.3) Yes

Maintenance Manual will be evolved

as per clause 17.3 of CA

27. Not displaying advertisements

on the Site (Cl.17.15) Yes

Advertisements will not be displayed

all the times.

28. Constructing and handing over

Traffic Aid Posts (Cl.20.2) Yes

Will be provided as per CA Clause

20.2

29. Setting up and operationalizing

Medical Aid Posts (Cl.21.1) Yes

Will be provided as per CA Clause

21.1

30. Achieving Financial Close within

the specified period (Cl.24.1.1) Yes Obtained on 05.09.2012

31. Paying Damages for delay in

Financial Package Close

(Cl.24.1.1) No No delay was made.

32. Providing 3 copies of Financial

Package and Financial Model

(Cl.24.1.2) Yes Provided on 29.03.2012

33. Depositing specified inflows and

receipts in the Escrow Account Yes

Said deposits shall be made as per

CA clause 31.2




Page 33

(Cl.31.2)

34. Payments from Escrow Account

as per specified order (Cl.31.3.1) Yes

CA clause 31.3.1 shall be followed

for payments from Escrow Account

35. Appropriation from Escrow

Account after Termination

(Cl.31.4.1) No

36. Effecting and maintaining

insurance cover (Cl. 32.1 and

32.2) Yes Executed

37. Depositing and using the

proceeds from insurance claims

(Cl.32.7) Yes Executed

38. Maintaining books of

accounts(Cl.33.1) Yes

As per clause 33.1 of CA Account

Book is maintained.

39. Appointing Statutory Auditors

(Cl.33.2.1) Yes

Gyanendra & Associates were

appointed on 21.12.2013 as

Statutory auditor as per CA clause

33.2.1.

40. Issuing notice for Force Majeure

Event (Cls. 34.5.1 and 34.5.2) Yes

Notice will be issued as and when

required.

41. Informing the Authority

regarding intent to Terminate

(Cl.34.8) Yes

Will be informed as per CA clause

34.8

42. Compensating the Authority for

material default (Cl.35.1) Yes

Compensation shall be paid as per

CA clause 35.1

43. Complying with the Divestment

Requirements (Cl.38.1) Yes Applicable in event of termination

44. Paying all costs incidental to

divestments (Cl.38.5) Yes Applicable in event of termination

45. Paying to the Authority the

benefits arising out of Change in

Law (Cl.41.2) Yes Cl 41.2 of CA shall be followed

46. Complying with General

Indemnity requirements (Cls 42.1

and 42.2) Yes

Complied as per CA clause 42.1 &

42.2

47. Allowing free access to the site

at all times to the Authority

(Cl.43.2) Yes

As per CA clause 43.2 NHAI will have

free access at all times

48. Amicably resolving disputes

(Cl.44.1 and 44.2) Yes

Disputes will be resolved as per CA

clause 44.1 & 44.2

49. Availability of Specified

Documents and documents for

inspection (Cls.45.1 and 45.2) Yes

All documents are available at site

with site Engineer.

50. Maintaining public relations

office and Complaints Register

(Cl.46.1) Yes

Same are maintained as per CA

clause 46.2

51. Inspecting Complaints Register

every day and taking prompt and

reasonable action (Cl.46.2) Yes

Same is being inspected as per CA

clause 46.2




Page 34

52. Any other observation,

complaint or suggestion - -

7. CONSTRUCTION SCHEDULE

7.1 Project Milestone

Milestone

Financial

Percentage Date of Achievement of

Milestone as envisaged in

Concession Agreement

Remarks

Appointed Date(As

per Agreement)

0% 14 November,2013

Appointed Date of the

Project vide letter No

NHAI/RO-

Jammu/2010/11050/K

-N/252 dated 22

Nov,2013

Project Milestone 1 10%

(181.847 Crores)

(12 May,2014)

180th Day


(636.467 Crores)

(6 February,2015) 450th Day


((1272.929 Crores)

(3 December,2015)

750th Day


(1847.00 Crores)

(12 November,2016)

1095th Day

Scheduled

Completion date

7.2 Documents: Correspondence

NHAI Incoming

October, 2014

Sr.

No. Letter No. Date Issued To Subject Remarks

1.

11009/12/2013/KNCEL/

PIU-SML/1045

Date 22.09.2014

7.10.14 SCIA

Compliance to the decision

of Executive Committee

held on 30.07.2014

2.

11009/12/2013/KNCEL/

PIU-SML/1046

Date 22.09.2014

7.10.14 SCIA

Objection regarding

acquisition of Land

comprising in Kh. No.

629,631,632,633 Mohal

Chamukha /41

3.

11009/6/2013/KNCEL/

PIU-SML/1094

Date 7.10.2014

8.10.2014 SCIA

Submission of Statutory

Auditor Certificate up to 15

se[p 2014

4. 11011/32//2013/Meetin

g/ 15.10.2014 SCIA

Operationalization of PPP

monitors system and




Page 35

PIU-SML/1152

Date 14.10.2014

creation of project specific

website.

5.

11011/27/2014/QPR/

PIU-SML/1153

Date 14.10.2014

16.10.2014 KNCEL

Regarding Quarterly

progress report ending

sept, 2014 to be submitted

to CVC.

6.

11011/26/2013/MR/

PIU-SML/1155

Date 14.10.2014

16.10.2014 KNCEL MIS Report

7.

11009/6/KNCEL/2012/

PIU-SML/1094

Date 07.10.2014

21.10.2014 SCIA

Submission of statutory

Auditor certificate up to 15

Sep 2014.

8.

11011/38/2013/IE-Acc/

PIU-SML/1194

Date 28.10.2014

29.10.2014 SCIA Renewal of Professional

Liability Insurance.

9.

11011/6/IE/2012/KNCEL

/

PIU-SML/1167

Date 27.10.2014

29.10.2014 SCIA

Regarding maintaining the

access of Rural and MDRs

constructed by HPPWD in

view for laning of Kiratpur

Nerchowk section NH-21

10.

11011/8/IE/2012/NHAI/

PIU-SML/1198

Date 29.10.2014

29.10.2014 SCIA

Independent Engineer

services for Rehabilitation

and Up – gradation to four

laning of Kiratpur to

Nerchowk section of NH-21

in the state of Punjab

Himachal Pradesh

11.

11011/20/2012/GEN

PIU-SML/1202

Date 30.10.2014

30.10.2014 SCIA

Operation and Maintance

of PPP projects on BOT (Toll

) Annuity mode during

operation period.

12

NHAI / PIU-RTK

/MISC./14-15

/1870

Date 27.10.2014

31.10.2014 NHAI

“ig age s including photos

of former Ministers etc on

National Highway.

November, 2014

1.

11009/7/2013/KNCEL/

PIU-SML/1273

Date 12.11.2014

13.11.2014 SCIA

Regarding problem facing

by commuters and general

public due to shabby

condition of NH-21 from

Kiratpur to Manali.

2.

11009/7/2013/KNCEL/

PIU-SML/1274

Date 12.11.2014

13.11.2014 SCIA

Slow Progress of

Maintenance of excitation

road from Kiratpur 73+200

to Nagchhala (Km

186+500)

3.

11011/01//2012/RTGS/

PIU-SML/1280

Date

14.11.2014 Branch Manager,

Canara Bank Transfer of USD -32373




Page 36

4.

11011/01//2012/RTGS/

PIU-SML/1284

Date 14.11.2014

14.11.2014

The Chief

Manager Canara

Bank

Transfer of Fund through

RTGS /NEFT.

5.

11011/01//2012/RTGS/

PIU-SML/1294

Date 14.11.2014

14.11.2014

The Chief

Manager Canara

Bank


RTGS /NEFT.

6.

11009/8/2012/NHAI/

PIU-SML/1310

Date 17.11.2014

18.11.2014 SCIA

Public Private Partnership

of DBFOT Pattern under

NHDP-III Placement of sub

professional. Horticulture

cum Landscaping Expert.

7.

11009/8/2012/NHAI/

PIU-SML/1311

Date 17.11.2014

18.11.2014 SCIA




professional.- E &M Expert.

8.

11009/8/2012/NHAI/

PIU-SML/1312

Date 17.11.2014

18.11.2014 SCIA




professional.

9.

11009/8/2012/NHAI/

PIU-SML/1313

Date 17.11.2014

18.11.2014 SCIA



NHDP-III Site visit of Road

Safety Expert.

10.

11011/01//2012/RTGS

/ PIU-SML/1326

Date 18.11.2014

18.11.2014

The Chief

Manager Canara

Bank


RTGS /NEFT.

11.

11011/01//2012/RTGS

/ PIU-SML/1327

Date 18.11.2014

18.11.2014

The Chief

Manager Canara

Bank


RTGS /NEFT.

12.

11009/6/2013KNCEL/

PIU-SML/1332

Date 18.11.2014

18.11.2014 IL&FS Public Grivances

13.

11009/13/2013/IL&FS/

PIU-SML/1318

Date 17.11.2014

20.11.2014

The Executive

Engineer I&PH

Division

Estimate of Rs. 4.21 crores

under I&PH division

Sundernagar.

14.

NHAI/RO/CHD/11011/

PD-SHM/NH-21

KIR- N.CHK /165

Date 15.11.2014

20.11.2014

The Project

Director NHAI PIU

Shimla.

Slow progress of

Maintenance of Existing

Road from Kiratpur 73+200

to Ner chow Km 186+500.

15.

NHAI/RO/CHD/11011/

PD-SHM/NH-21 KIR-

N.CHK /167

Date 15.11.2014

20.11.2014 IL&FS DBFOT pattern under NHDP

(MPR No. 24).

16.

NHAI/RO/CHD/11011/

PD-SHM/NH-21 KIR-

N.CHK /169

Date 15.11.2014

20.11.2014 IL&FS Quarterly progress Report

(QPR- 8).

17. 11009/7/IE/2013/K-N/ 26.11.2014 SCIA Estimate for Re-




Page 37

PIU-SML/1369

Dated :- 21.11.2014

habilitation of Chowkidar

hut cum store, Plan

display hut and irrigation

tank at Ropri (Sunder

Nagar) due to

construction of 4 lane NH

road from Chandigarh to

Manali.

18.

11009/14/2013/KN/

PIU-SML/1370

Dated :- 21-11-2014

26.11.2014 CGM/RO

Chandigarh

Request to release the

performance security Bank

Guarantee of Rs 90.92

19. 11009/5/2013/K-N/

PIU-SML/1404 28.11.2014

Labour Officer-

cum-conciliation

Officer, Bilaspur

Regarding Submission of

Demand Notice.

20.

11009/7/IE/2013/K-N/

PIU-SML/1401

Dated :- 28-11-2014

29.11.2014 SCIA

Slow Progress of

maintenance of Existing

Road from Kiratpur

(73+200) to Nagchhala (Km.

186+500).

December, 2014

1. No. 11013/1/2k Env. 121

Date 28.11.2014 1.12.2014 SCIA Circular.

2

11011/01//2012/RTGS/

PIU-SML/1421

Date 28.11.2014

13.12.2014 SCIA

To Grant NOC for

Establishment of Inter State

Check Post

3.

11011/01//2012/RTGS/

PIU-SML/1423

Date 28.11.2014

13.12.2014 SCIA

Four Laning of Kiratpur to

Nerchowk Section form Km.

73.200 Km. 186.500 of NH-

21 in the State of Punjab /

Himachal Pradesh on DBFOT

basis – Extension of Project

Milestone –II.

4.

11011/01//2012/RTGS/

PIU-SML/1436

Date 9.12.2014

10.12.2014 SCIA


Nerchowk Section form Km.

73.200 Km. 186.500 of NH-

21 in the State of Punjab /

Himachal Pradesh on DBFOT

basis – Special Repair and

Maintance of NH205 (Old

NH-21) Chandigarh – Manali

Highway between Km. 82.00

to Km. 19.00 reg.

5.

PW-MDI-DB-Hort. Pandoh

/2014 187496-97

Date 12.12.2014

15.12.2014

General Manager

& Project

Director.

Rehabilitation of Chowkidar

Hut cum store, plat display

hut and irrigation tank




Page 38

Ropari (Sunder Nager). Due

to construction of four

lanes NH from CHD. To

Manali.

6.

11011/01//2012/RTGS/

PIU-SML/1469

Date 15 .12.2014

17.12.2014 SCIA Submission of demand

Notice

7.

11011/01//2012/RTGS/

PIU-SML/1470

Date 15 .12.2014

17.12.2014 SCIA


Nerchowk section form Km

. 73.200 to Km. 186+500 of

NH-21 in the state of

Punjab / Himachal Pradesh

on DBFOT basis – Reg

Deviations in quantity of

substation and HT/LT line

shafting the proposed four

lane road from Dadour to

Daundi Nachaa under ESDN

Nerchowk .

8.

11011/01//2012/RTGS/

PIU-SML/1517

Date 18 .12.2014

22.12.2014 SCIA

Standard public notices of

user fee rated to be

publican on the Newspaper

by the concessionaires of

BOT ( Toll ) OMT Project.

9.

11011/01//2012/RTGS/

PIU-SML/1471

Date 15 .12.2014

22.12.2014 SCIA

Use of Terra Zyme as a

replacement for GSB and

WSB and WBW in Highway

works.

10.

11011/01//2012/RTGS/

PIU-SML/1489

Date 17 .12.2014

22.12.2014

Dr. Nishant

Shrivastava.

Associate (KNCEL)

Manhandling at Tunnel -1, 2

Village Mehla and Viaduct

(15+070), dated

11.12.2014.

11.

11011/01//2012/RTGS/

PIU-SML/

Date 22 .12.2014

22.12.2014 SCIA NH-21 Repair

12.

11011/01//2012/RTGS/

PIU-SML/1536

Date 23 .12.2014

23.12.2014

Dr. Nishant

Shrivastava.

Associate (KNCEL)

Reimbursement of

remuneration cost and

Expenses of the

Independent consultants

for the month of November

13.

NHAI/11016/9/2011/HP-

2011/ 2167

Date 24.12.2014

30.12.2014 Sh. Satish Kaul,

PD, PIU Shimla. Surprise Inspection

NHAI Outgoing

October, 2014

Sr.

No. Letter No. Date Issued To Subject Remarks

1. SCIA/001/14-15/TL/NHAI- 10.10.2014 NHAI Submission of Monthly

Progress Report




Page 39

00497

2. SCIA/001/14-15/TL/NHAI-

00498 10.10.2014 NHAI Submission of QPR No.8.

3. SCIA/001/14-15/TL/NHAI-

00500 13.10.2014

NHAI

Accident Report for

Kiratpur Nerchowk

Project.

4. SCIA/001/14-15/TL/NHAI-

00507 27.10.2014

NHAI

Submission of service Tax

Challan for the period

from 1th July 2014 to 30

September 2014, for

reimbursement of service

Tax.

5. SCIA/001/14-15/TL/NHAI-

00515 31.10.2014

NHAI

“ig age s I luding Photo

of Former Minsters etc,

on National Highways.

November, 2014

1. SCIA/001/14-15/TL/NHAI-

00 516 3.11.2014 NHAI

Slow progress of


Road from Kiratpur

(73+200 to Nagchala (Km

190+000).

2. SCIA/001/14-15/TL/NHAI-

00517 6.11.2014 NHAI

Requirement of Risk and

coverage policies as per

the consultancy

agreement

3. SCIA/001/14-15/TL/NHAI-

00518 6.11.2014

NHAI

Renewal of professional

indemnity insurance.

4. SCIA/001/14-15/TL/NHAI-

00520 8.11.2014

NHAI

Accident Report for

Kiratpur Nerchowk

Project.

5. SCIA/001/14-15/TL/NHAI-

00525 14.11.2014

NHAI

Site Visit of Road safety

Expert.

6. SCIA/001/14-15/TL/NHAI-

00528 18.11.2014

NHAI

Site Visit of Road safety

Expert.

7. SCIA/001/14-15/TL/NHAI-

00529 19.11.2014

NHAI


performance security

Bank Guarantee.

8. SCIA/001/14-15/TL/NHAI-

00531 21.11.2014 NHAI

Requested for removal of

encroachment from

Government land

comprised in Khasra no –

145 and 150 situated in




Page 40

village Muhal Ratt.

9. SCIA/001/14-15/TL/NHAI-

00533 24.11.2014 NHAI

Site Visit of Traffic and

Transportation Expert.

10. SCIA/001/14-15/TL/NHAI-

00540 27.11.2014 NHAI

Site visit of Road Safety

Expert.

December, 2014

1.

SCIA/001/14-15/TL/NHAI-

00545 2.12.2014 NHAI

Extension Of Project

Milestone –II.

2. SCIA/001/14-15/TL/NHAI-

00551 9.12.2014 NHAI

Accident Report for

Kiratpur Nerchowk

Project.

3.


00552 9.12.2014

NHAI

Submission of Monthly

Progress Report (MPR

No.26)

4.


00553 9.12.2014

NHAI

Proposal of construction

of Major Bridge @ Ch.

24+219

5.


00558 16.12.2014

NHAI

Estimate for

Rehabilitation of

Chowkidar Hut cum

store, Plant display hut

and Irrigation tank at

Ropri (Sunder Nagar) due

to construction of four

lane NH road CHD To

Manali.

6.


00561 19.12.2014

NHAI Site visit of Legal Expert.

7.


00563 19.12.2014

NHAI

Development of Road site

Amenities.

8.


00564 22.12.2014 NHAI

Submission of Road

Accident Report of

Bilaspur Distt for the

Month of Nov 2014.

Concessionaire Incoming

October, 2014

1.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/879

Dated 30 .10.2014

4.10.2014 SCIA

Submission of Revised Plan

& Profile from Km.

178+000 to 182+215 as per

clause 12.3 of CA.

2. ITNL-KNCL/PRJ/TECH/ 4.10.2014 SCIA Submission of Design and




Page 41

ICO-581/2014/898

Dated 30.10.2014

Drawing of Superstructure

of Minor Bridge @ Ch.

135+990 as per clause

12.3 of CA.

3.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/899

Dated 6.10.2014

6.10.2014 SCIA

Submission of General

Arrangement Drawing for

major bridge of 25+836.5

(C.A. Ch. 26+184 ) as per

clause 12.3 of CA.

4.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/901

Dated 6 .10.2014

6.10.2014 SCIA

Submission of Materials of

slop stabilization system

high Tensile Steel wire

Mesh, type TECCO of M/s

Geobrugg India Pvt. Ltd.

5.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/901 (A)

Dated 6.10.2014

6.10.2014 SCIA


Progress Report for the

Mo th of “epte er

6.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/902

Dated 6 .10.2014

6.10.2014 SCIA

Submission of Design and

Drawing of Abutment A2 of

Major Bridge @ Ch


12.3 of CA.

7.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/906

Dated 10.10.2014

11.10.2014 SCIA

Mix Design of M-15, M-20,

M-25, M-30, M-35, M-35

(Pile), M-40, M-45 & M50.

8.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/907

Dated 10.10.2014

11.10.2014 SCIA

Mix Design of M-15, M-20,

M-25, M-30, M-35, M-35

(Pile), M-40, M-45 & M50.

9.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/908

Dated 10.10.2014

11.10.2014 SCIA Mix Design of wet

shotcrete (M25A10)

10.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/910

Dated 13.10.2014

13.10.2014 SCIA

Submission of Road

Accident Report for the

Month of September 2014.

11.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/913

Dated 14.10.2014

14.10.2014 SCIA


Drawing of (1*4*4)m Cast

In-Situ Box Culvert as per

clause 12.3 of CA.

12. ITNL-KNCL/PRJ/TECH/ 16.10.2014 SCIA Submission of Concrete




Page 42

ICO-581/2014/914

Dated 15.10.2014

Mix design for M-15,M-

20(PCC),M20 RCC, M-20

(KERB), M25, RCC, M35 &

M40.

13.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/915

Dated 16.10.2014

16.10.2014 SCIA Approval for Filter Media

Mix Design.

14.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/916

Dated 15.10.2014

20.10.2014 SCIA

Submission of Existing road

(shoulder) soil Test report

at Km. 8+000 to 12+500

BHS side.

15.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/917

Dated 16.10.2014

17.10.2014 SCIA Mix Design of wet

shotcrete (M-25 A-10)

16.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/918

Dated 16.10.2014

17.10.2014 SCIA

Submission of Geological

Mapping of Portals and

Tunnel.

17

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/921

Dated 17.10.2014

21.10.2014 SCIA


Drawing of substructure of

Viaduct Ch. 15+077.

18

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/922

Dated 20.10.2014

21.10.2014 SCIA


Drawing of Bearing layout,

Design forces and

Movement on bearing for

different Minor Bridges.

19

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/923

Dated 15.10.2014

21.10.2014 SCIA


Drawing of superstructure

of Minor Bridge @ Ch.

14+712 (CA. Ch. 14+750) as

per clause 12.3.

20

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/925

Dated 29.10.2014

30.10.2014 SCIA

Vendor concurrence for

supply of expansion joints

and bearings, M/s Sanfields

India Ltd.

21

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/926

Dated 29 .10.2014

29.10.2014 SCIA


drawing of Dimensional

and Reinforcement Details

of pier well Major Bridger

@ Ch. 1+085 as per clause

12.3 of CA.




Page 43

22

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/927

Dated 29.10.2014

29.10.2014

SCIA


Drawing of pier Layout and

Details of Pole for A-2 of

Major Bridge @ Ch.

130+165 as per clause 12.3

of CA.

23

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/928

Dated 29.10.2014

29.10.2014 SCIA


Drawings of Dearing Layout

design forces and

Movement on Bearing for

Minor Bridge @ Ch.

153+635.

24

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/929

Dated 30.10.2014

30.10.2014 SCIA

MTC Submitted for HDPE

Duct, Wedges and Anchors

to be used in PSC Girders

of Project.

25

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/930

Dated 31.10.2014

31.10.2014 SCIA

Submission of Plan and

Profile ACC Link Road from

Km. 0+000 to 1+992 (R0) as

Per clause 12.3 of CA.

November 2014

Sr.

No. Letter No. Date Issued To Subject

1.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/983

Dated 4.11.2014

5.11.2014 SCIA

Slow Progress of


Road from Kiratpur 73+200

to Nagchhala Km 186+500.

2.

ITNL-KNCL/PRJ/TECH/

CLO-581/2014/935

Dated 5.11.2014

7.11.2014 SCIA Various h

Hindrances at site.

3.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/937

Dated 6.11.2014

7.11.2014 SCIA

Submission of Video grapy

of KNCEL Project as per

clause 13.6 of CA.

4.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/940

Dated 5.11.2014

10.11.2014 SCIA


Drawing of Substructure

Abutment A1 and Pier P0

of MJB @ Ch : 25+837 (C A

: 26+184 )as per clause

12.3 of CA.

5.

ITNL-KNCL/PRJ/TECH/

CLO-581/2014/941

Dated 7.11.2014

7.11.2014

SCIA

Obstruction by Kishan

Morcha and local people at

Dadour to Ner Chowk by

Pass of Kiratpur to

Nerchowk Project.




Page 44

6.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/943

Dated 7.11.2014

7.11.2014 SCIA

Submission of Road


Month of October 2014.

7.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/944

Dated 8.11.2014

10.11.2014 SCIA

Shifting of Minor Bridge at

Ch. 153+635 by 03 m

towards Kiratpur Side.

8.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/946

Dated 8.11.2014

10.11.2014 SCIA

Approval of vendor M/s

Jindal Power and steel

Limited (JPSL ) for

procurement of structural

steel plates of size 16

x3500 x 12500 )mm E 300

BR Grade conforming to IS

: 2062 .

9.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/948

Dated 10.11.2014

12.11.2014 SCIA

Submission of Test Report

of Mix Design of Filter

Media with GHV Crusher

Aggregate of

approval.

10.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/954

Dated 11.11.2014

12.11.2014 SCIA

Submission for Approval of

Borrow area -08 at Ch.

177+800 RHS

11.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/955

Dated 12.11.2014

12.11.2014 SCIA


Auditor Certificate up to 30

Sep 2014.

12.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/956

Dated 12.11.2014

12.11.2014 SCIA

Submission of Escrow

Accounts as per clause

31.1.1 of C.A.

13.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/957

Dated 11.11.2014

13.11.2014 SCIA

Submission of Bearing

drawings for Major bridge

Ch- 0+450 as per clause

12.3 of CA.

14.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/963

Dated 14.11.2014

14.11.2014 SCIA


road from Kiratpur

(73+200) to Nerchowk

186+500.

15.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/964

Dated 14.11.2014

14.11.2014 SCIA

Submission of the updated

revision for final design

and drawing of Tunnel -4 (

Ch 148+500 to 149+765 )

16.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/962

Dated 14.11.2014

17.11.2014 SCIA

Submission of OGL soil (

after C &G ) Test Report

from Km. 0+000 to 6+000

LHS side and 0+000 to




Page 45

5+000 RHS side.

17.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/966

Dated 17.11.2014

15.11.2014 SCIA

Movement Deformation at

Tunnel 1 Portal 2 Right

lateral and frontal slopes.

18.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/967

Dated 14.11.2014

17.11.2014 SCIA

Geological Mapping of

Portal of Tunnel main

tunnel Portal -1.

19.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/968

Dated 17.11.2014

18.11.2014 SCIA


road from Kiratpur

(73+200) to Nerchowk (Km

186+500)

20.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/970

Dated 18.11.2014

18.11.2014 SCIA

Submission of Method

statement for construction

of Granular sub base (GBS)

Layer of section -1.

21.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/973

Dated 19.11.2014

20.11.2014 SCIA

Proposal for VUP against

PUP at Chainage 133+690

(CA Chainage 133+735)

22.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/976

Dated 20.11.2014

20.11.2014

SCIA

Joint Trail Assembly

Inspection for steel girder

of Minor Bridge @ Ch

135+990

23.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/977

Dated 20.11.2014

20.11.2014 SCIA

Compliance for site

instruction issued by Mr.

Sanjay Kumar , IE

representative for PCC

laying of slab culvert Ch

06+586.

24.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/978

Dated 20.11.2014

20.11.2014 SCIA

Compliances for site

instruction issued by Mr.

Pankaj Kumar , IE

Representative for back

filling of box culvert @Ch

02+348,@ Ch 03+000 @ Ch

03+508,, @Ch 05+511.

25.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/979

Dated :- 20.11.2014

22.11.2014 SCIA

Inventory of Minor inter

section/Access Road &

Major Inter section of

Proposed alignment.

26.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/980

Dated :-21.11.2014

22.11.2014 SCIA


road from Kiratpur

(73+200) to Nerchowk (KM

186+500)

27. ITNL-KNCL/PRJ/TECH/ 24.11.2014 SCIA Submission of Design and




Page 46

ICO-581/2014/981

Dated :-22.11.2014

drawings for Pier Cap of P1

Pier of Major Bridge at Ch.


of C.A.

28.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/982

Dated :-22.11.2014

24.11.2014 SCIA

Mix Design M15, M20,

M25, M30, M35 (Pile),

M40, M45 & M50 WITH

acc Cement (Section-II)

29.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/983

Dated :-22.11.2014

24.11.2014 SCIA

Mix Design M15, M20,

M25, M30, M35, M35

(Pile) with Ambuja Cement

(Section-II)

30.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/985

Dated :-22.11.2014

24.11.2014 SCIA

Submission of Mix Design

of Granular Sub-base (GSB)

of Section-I.

31.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/986

Dated :-22.11.2014

24-11-2014 SCIA

Submission of COS for

Major Bridges, Minor

Bridges, VUP & Box

Culvert.

32.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/987

Dated :-25-11-2014

25-11-2014 SCIA

Trial Assembly Inspection

for steel truss of Major

Bridge @ Ch. 0+450.

33.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/988

Dated :-25-11-2014

25-11-2014 SCIA


road from Kiratpur


186+500)

34.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/989

Dated :-25-11-2014

25-11-2014 SCIA Extension of Project

Milestone-II.

35.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/990

Dated :-26-11-2014

26-11-2014 SCIA


road from Kiratpur


(K.m. 186+500)

36.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/991

Dated :-25-11-2014

27-11-2014 SCIA



Mo th of O to er .

37.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/993

Dated :-27-11-2014

27-11-2014 SCIA

Inventory of Minor inter

section /Access Road &

Major Inter section of

proposed alignment

(Sundernagar bypass)

38.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/998

Dated :-27-11-2014

27-11-2014 SCIA

Submission of credential of

M/s Nina Concrete system

Pvt Ltd for Tunnel




Page 47

Waterproofing Membrane.

39.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/999

Dated :-27-11-2014

27-11-2014 SCIA

Slop stability analysis and

back analysis for Tunnel 1

Portal 2 after

Movement/Deformation at

right lateral and frontal

slopes.

40.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1000

Dated :-27-11-2014

27-11-2014 SCIA

Deviations in quantity of

Sub-station and HT/LT line

shifting along the proposed

four lane road from

Dadour to Daundi Nagchala

under ESDN Nerchowk.

41.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1001

Dated :-27-11-2014

27-11-2014 SCIA


road from Kiratpur


186+500)

42.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1002

Dated :-28-11-2014

29-11-2014 SCIA


road from Kiratpur


186+500)

December 2014

1.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1006

Dated 29.11.2014

1.12.2014 SCIA


road from Kiratpur


(Km.186+500 )

2.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1011

Dated 28.11.2014

1.12.2014 SCIA


Drawing for Sub Structure

of Minor Bridge at Ch.

179+062 (CA 185+785)

after revised FRL as per

clause 12.3 CA.

3.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1012

Dated 28.11.2014

1.12.2014 SCIA


Drawing for Pier Cap of P1

and P2 pier of Major Bridge

at Ch. 130+165 as per

clause 12.3of CA.

4.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1014

Dated 1.12.2014

1.12.2014 SCIA


Drawing for footing and

pier for LP1 of Major

Bridge at Ch. 135+125 as

per clause 12.3 of CA.

5. ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1017 3.12.2014 SCIA

Submission of typical

Design and




Page 48

Dated 1 .12.2014 Drawing for Reinforced Soil

Retaining wall using panels

by M/s Sachi Geosynthetics

Pvt. Ltd.

6.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1020

Dated 2.12.2014

3.12.2014 SCIA

Compliance for Design and

Drawing for MJB @


12.3 of CA.

7.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1021

Dated 2.12.2014

3.12.2014 SCIA


road from Kiratpur


(Km.186+500 )

8.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1022

Dated 2.12.2014

2.12.2014 SCIA

Quality Assurance Plan

(QAP) (R1) of Granular Sub

Base.

9.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1023

Dated 2.12.2014

2.12.2014 SCIA

Submission for Third party

Test Report of Cement and

steel for section –III.

10.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1025

Dated 3.12.2014

3.12.2014 SCIA


road from Kiratpur


(Km.186+500)

11.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1026

Dated 3.12.2014

3.12.2014 SCIA

Force Majeure – Article 34-

Clause 34.2d Non Political

event.

12.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1027

Dated 29.12.2014

3.12.2014 SCIA

Slope Protection System

with Reinforced soil as per

clause 12.3 of CA.

13.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1028

Dated 2.12.2014

3.12.2014 SCIA

Slope protection system

with reinforced soil (M/s

Tenax) as per clause of CA.

14.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1029

Dated 4.12.2014

8.12.2014 SCIA

Proposal of construction of

Major Bridge @ Ch

24+2019.

15.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1033

Dated 8.12.2014

11.12.2014 SCIA

Concurrence of Plan and

Profile of ACC Link Road

form Km 00+000 to 01+992

as per clause 12.3 of CA.

16.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1034

Dated 8.12.2014

9.12.2014 SCIA

Regarding Joint Assembly

Inspection for steel Girder

of Major Bridge @ Ch

135+125.

17. ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1035 9.12.2014 SCIA

Submission of Road





Page 49

Dated 9.12.2014 month of Nov, 2014.

18.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1037

Dated 12.12.2014

12.12.2014 SCIA


Drawing of pile lay out and

Details of pile for A1 of

Major Bridge @ Ch.

23+155.

19.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1035 (A)

Dated 7.12.2014

13.12.2014 SCIA

Submission of monthly


Mo th of No e er .

20.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1038

Dated 12.12.2014

13.12.2014 SCIA

Manhandling at Tunnel -1

Portal -2 Village Mehla and

viaduct 15+070 ) , Dated –

11.12.2014

21.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1039

Dated 12.12.2014

13.12.2014 SCIA

Regarding of

Administrative / Police for

tunnel -1 Portal- 2. Village

Mahila & viaduct at

15+070.

22.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1040

Dated 11.12.2014

13.12.2014

SCIA


road from Kiratpur


(Km.186+500 )

23.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1043

Dated 13.12.2014

15.12.2014 SCIA


Drawing for sub Structure

of Minor Bridge Ch.

152+628 (Ch 152+835)

24.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1044

Dated 13.12.2014

15.12.2014 SCIA

Submission of Third party

test report of Various

materials.

25.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1049

Dated 15.12.2014

15.12.2014 SCIA

Trial Assembly Inspection

for steel truss of Major

Bridge @ Ch. 0+450 and

steel Girder of Major

Bridge @ Ch. 155+880.

26.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1057

Dated 18.12.2014

19.12.2014 SCIA

Submission of Profile for

Rebar of Reinforcement

steel vendors namely M/s

Hilti India Private Limited ,

M/s Fosroc India Private

Ltd.

27.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1058

Dated 18 .12.2014

19.12.2014 SCIA

Approval for mix design of

Wet Mix Macadam

(Section -1 ).




Page 50

28.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1059

Dated 20.12.2014

20.12.2014 SCIA

Submission of Road

Accident Report of Bilaspur

district for the month of

Nov 2014.

29.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1062

Dated 20.12.2014

20.12.2014 SCIA

Inventory for ACC link Road

Km. 0+000 to 1+991 (ROW

20m )

30.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1064

Dated 20.12.2014

22.12.2014 SCIA

Submission of Drawing for

strip seal Expansion joint

by m/s mageba (India )Ltd


31.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1065

Dated 22.12.2014

22.12.2014 SCIA

Submission of Borrow area

09 at Ch. 187+500 LHS of

Section - III.

32.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1066

Dated 22.12.2014

22.12.2014 SCIA Submission of Mix design

of M 20 PCC of Section -III.

33.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1067

Dated : 22.12-2014

22.12.2014 SCIA

Submission of OGL soil test

report from Km. 154+050

to 155+000 at Dehar By

Pass.

34.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1068

Dated : 22 .12-2014

22.12.2014 SCIA

Third Party Test Report

from Independent

Laboratory ( Section- II)

35.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1069

Dated : 22 .12-2014

22.12.2014 SCIA

Observation of Concrete

Mix Design (Shotcrete

M25 A10)

36.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1070

Dated : 22 .12-2014

22.12.2014 SCIA Mix design of Filter Media

section –II.

37.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1074

Dated : 27 .12-2014

29.12.2014 SCIA

Submission of Design

calculation and shop

drawing for POT /PTFE

Bearings by M/s Sanfield

(India ) Limited as per

clause 12.3 of CA.

38.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1075

Dated : 26 .12-2014

29.12.2014 SCIA


Drawing for Pier P1 of

Major Bridge at Ch.

25+836.5 (CA 26+184 )

39.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1076

Dated : 26 .12-2014

29.12.2014 SCIA


Drawing for abutment A1

of Minor Bridge at Ch.

149+868 ( CA Ch. 150+050




Page 51

)

40.

ITNL-KNCL/PRJ/TECH/

ICO-581/2014/1077

Dated : 29 .12-2014

29.12.2014 SCIA

Trial Assembly inspection

for plate girder of 74 m

span ( set 3&4) for Major

Bridge @ Ch. 135+125

Concessionaire Outgoing

October 2014

1. SCIA/001/13-14/TL/

KNCEL-00493 7.10.2014 KNCEL

Submission of revised plan

& profile from Km 178+000

to Km 182.215 as per

clause 12.3 of CA.

2. SCIA/001/13-14/TL/

KNCEL-00494 8.10.2014 KNCEL Public Grievances.

3. SCIA/001/14-15/TL/

KNCEL-00495 9.10.2014 KNCEL


Auditor certificate up to

15th sep 2014.

4. SCIA/001/14-15/TL/

KNCEL-00496

10.10.2014

KNCEL

Submission of design &

Drawing of super structure

for Minor bridge @ Ch.


of C.A.

5. SCIA/001/14-15/TL/

KNCEL-00497 10.10.2014 KNCEL


Progress Report ( MPR.No

24)

6. SCIA/001/14-15/TL/

KNCEL-00498 10.10.2014 KNCEL

Submission of Quarterly

Progress Report (QPR-

No.8).

7 SCIA/001/14-15/TL/

KNCEL-00501 14.10.204

KNCEL

Observations of Concrete

Mix Design ( Shotcrete M-

25 A-10

8 SCIA/001/14-15/TL/

KNCEL-00502 18.10.2014

KNCEL

Inspection of NHAI

Vigilance team on 16 & 17

October ,2014.

9 SCIA/001/14-15/TL/

KNCEL-00503 25.10.2014

KNCEL

Geological Mapping of

Portal of Tunnel –Main

tunnel Portal-1.

10 SCIA/001/14-15/TL/

KNCEL-00504 27.10.2014 KNCEL

Soil Test Report of Existing

Pavement at Ch. 8+00 to

12+500 BHS.

11 SCIA/001/14-15/TL/

KNCEL-00505 27.10.2014 KNCEL

Submission of Pile Load

Test Report for Minor

Bridge at Ch. 0+450 as Per

clause 12.3 of C.A.

12 SCIA/001/14-15/TL/

KNCEL-00506 27.10.2014 KNCEL

Observation of Concrete

Mix Design ( Shotcrete M-




Page 52

25, A10)

13 SCIA/001/14-15/TL/

KNCEL-00508 27.10.2014 KNCEL Non Conformance Report

14 SCIA/001/14-15/TL/

KNCEL-00509 29.10.2014 KNCEL

Inventory of Minor Inter

Section / Access Road &

Major Inter Section of

Proposed alignment.

15 SCIA/001/14-15/TL/

KNCEL-00510 30.10.2014 KNCEL

Submission of GAD for

Major Bridge @ Ch

25+836.5 (CA 26+184 ) as

per Clause 12.3 of CA.

16 SCIA/001/14-15/TL/

KNCEL-00511 30.10.2014 KNCEL


Drawing of Superstructure

of minor Bridge Ch.

15+077 as Per Clause 12.3

of CA.

17 SCIA/001/14-15/TL/

KNCEL-00512 30.10.2014 KNCEL


Drawing of Substructure of

(1*1*4)m cast in situ Box

Culvert as per clause 12.3

of CA.

18 SCIA/001/14-15/TL/

KNCEL-00513 30.10.2014 KNCEL

Monthly Inspection of

Project Highway.

19. SCIA/001/14-15/TL/

KNCEL-00514 30.10.2014

KNCEL

Variation of Crust thickness

as per & Longitudinal

profile (C.A)

November 2014

Sr.

No. Letter No. Date Issued To Subject

Remark

s

1. SCIA/001/14-15/TL/

KNCEL-00519 7.11.2014 KNCEL

Movements \Deformation

at Tunnel -1 Portal 2 right

lateral and frontal slopes.

2. SCIA/001/14-15/TL/

KNCEL-00523 11.11.2014 KNCEL

I.E Monthly Inspection of

Project Highway.

3. SCIA/001/14-15/TL/

KNCEL-00521 10.11.2014 KNCEL


Progress Report (MPR No.

25)

4. SCIA/001/14-15/TL/

KNCEL-00524 13.11.2014 KNCEL

Submission of plan and

profile of ACC Link road

from Km 0+000 to 1+992

as per clause 12.3 of C.A.

5. SCIA/001/14-15/TL/

KNCEL-00526 17.11.2014 KNCEL

Non Conformation Report

(VIL/ Mat/002 )

6. SCIA/001/14-15/TL/

KNCEL-00527 17.11.2014 KNCEL

Compliance of I.E

observation during Team

leader visit on dated




Page 53

4.11.2014 (through –email)

7 SCIA/001/14-15/TL/

KNCEL-00529 19.11.2014

KNCEL


performance security Bank

Guarantee.

8 SCIA/001/14-15/TL/

KNCEL-00530 21.11.2014

KNCEL

Concurrence of Source for

Procurements of Structural

steel plates (Sizes 12500

mmX3500mm X16mm

)from M/S Jindal Steel and

Power Limited (JSPL)

9 SCIA/001/14-15/TL/

KNCEL-00532 21.11.2014

KNCEL

Concurrence of Borrow

Area No-8 for Filling

Embankment construction,

Section –III (M/S GHV Infra.

10 SCIA/001/14-15/TL/

KNCEL-00534 24.11.2014 KNCEL

Geological study note on

the status of Excavation of

Tunnels of ongoing works

by Sr. Geologist.

11 SCIA/001/14-15/TL/

KNCEL-00535 24.11.2014 KNCEL



Abutment A1 and Pier P0

for Major Bridge @ Ch.

25+837 (CA. 26+184) as per

clause 12.3 of C.A.

12 SCIA/001/14-15/TL/

KNCEL-00536 24.11.2014 KNCEL

Submission of Design &

Drawing of Bearings of

Minor Bridge as per CA. @

Ch. 0+450. As per clause

12.3 of C.A.

13 SCIA/001/14-15/TL/

KNCEL-00537 24.11.2014 KNCEL

Vendor concurrence for

supply of expansion joints

& Bearings, M/s Sanfields

India Ltd. Submission of

credentials and technical

data etc..

14 SCIA/001/14-15/TL/

KNCEL-00538 24.11.2014 KNCEL

Submission of Design &


Abutment LA1-RA1 and

RA1-LA2 for Minor Bridge

@ Ch. 14+708 as per clause

12.3 of C.A.

15 SCIA/001/14-15/TL/

KNCEL-00539 24.11.2014 KNCEL




Page 54

Proposal for VUP at

Chainage 133+690 (C.A.

Chainage 133+735)

December 2014

1. SCIA/001/14-15/TL/

KNCEL-00541 1.12.2014 KNCEL

Extension of project

Milestone -II.

2. SCIA/001/14-15/TL/

KNCEL-00542 1.12.2014 KNCEL


Drawing of substructure

abutment A2 for major

Bridge @ Ch 143+950 as

per clause 12.3 of CA.

3. SCIA/001/14-15/TL/

KNCEL-00543 1.12.2014 KNCEL

Submission of Revised

Drawing of bearings of

various Badges as per

clause 12.3 of CA.

4. SCIA/001/14-15/TL/

KNCEL-00544 1.12.2014 KNCEL

Regarding I.E Monthly

Inspection of Project

Highway.

5. SCIA/001/14-15/TL/

KNCEL-00546 3.12.2014 KNCEL

Slope stability analysis and

back analysis for Tunnel -1

Portal 2 after /deformation

at right lateral and frontal

slopes.

6. SCIA/001/14-15/TL/

KNCEL-00547 3.12.2014 KNCEL


Drawing for Bearing of

Various Bridges as per

clause 12.3 of CA.

7 SCIA/001/14-15/TL/

KNCEL-00548 3.12.2014

KNCEL


Drawing of Bearing of

Bridges at Ch. 153+820 ,

157+750 ( Composite span

) & 157+750 ( RCC span )


8 SCIA/001/14-15/TL/

KNCEL-00549 3.12.2014

KNCEL


Drawing of superstructure

of Minor Bridge @ Ch


of CA.

9 SCIA/001/14-15/TL/

KNCEL-00550 8.12.2014

KNCEL

Force Majeure – Article 34-

Clause. 34.2 d Non Political

event.

10 SCIA/001/14-15/TL/

KNCEL-00555 10.12.2014 KNCEL

Granular sub base (GSB

Material.

11 SCIA/001/14-15/TL/

KNCEL-00556 10.12.2014 KNCEL

Road safety Report of Road

Safety Expert I.E.




Page 55

12 SCIA/001/14-15/TL/

KNCEL-00559 17.12.2014 KNCEL

Procurements of water

proofing membrane from

M/s plastisell SRL, Italy

though M/s Nina Concrete

System Mumbai (India) for

tunnel Work.

13 SCIA/001/14-15/TL/

KNCEL-00560 17.12.2014 KNCEL

Monthly inspection of

Project Highway.

14 SCIA/001/14-15/TL/

KNCEL-00565 22.12.2014 KNCEL

Deviation in quantity of

substation and HT/LT line

shifting along the proposed

four lane roads Dadour to

Daundi Nagchaa under

ESDN Nerchowk.

15 SCIA/001/14-15/TL/

KNCEL-00566 22.12.2014 KNCEL


Drawing of abutment of

CA.

8. MEETINGS/SITE VISITS/PRESENTATIONS:

Meetings

October, 2014

Meeting held under the chairmanship of A. D.C (Mandi) regarding provisions for additional service

road in Naulakha-Dadour section, representatives of IE and Concessionaire attended the meeting on

29th October,2014 at the office of Dy. Commissioner, District-Mandi.

Meeting held with all the key Professionals of IE and Concessionaire to resolve the site issues related to

quality and supervision on 31st October, 2014

November-2014.

Meeting held under the chairmanship of D.C (Bilaspur) with Concessionaire Representative & Team

Leader ( IE) representative regarding various issues pertaining to the Project at the office of D.C.

Bilaspur on 27th November,2014.

December-2014.

Site Visits

October, 2014

Team Leader along with key professionals visited the site on 15th & 16th October, 2014 regarding

progress of the Project and maintenance of the existing road.

Training Program




Page 56

Training for Project Monitoring Information System (PMIS) organized by Regional Office, NHAI at

Panchkula (Haryana) from 16.10.2014 to 18.10.2014 attended by IE and Concessionaire

Representatives.

November-2014

CGM (NHAI) and PD Cum GM (NHAI) visited the project site on 25th November, 2014.

Team Leader along with key professionals visited the site on 4th & 5th November, 2014 regarding

progress of the Project and maintenance of the existing road.

December-2014

PD Cum GM (NHAI) visited the project site on 12th December, 2014.

Team Leader along with key professionals visited the project site on 26th & 27th December, 2014

regarding progress of the Project and maintenance of the existing road.

9. EXECUTING AGENCY

9.1 Concessionaire

M/s IL & FS Transportation Networks Ltd is the Concessionaire. They have created SPV in the name of

M/s KNCEL for this Project. KNCEL has mobilized staff and established its office at Bilaspur (HP). M/s

KNCEL is executing agency for the package.

9.2. EPC Contractor:

Plant/Machineries/Resources

The Concessionaire has appointed three BOQ Contractor for execution of project works.

I. M/s IL &FS Engineering and Construction Company

IL & FS Engineering House, 6-3-1186/1&2

Bugempet, Hyderabad-500016

Establishments of Base Camp at Village-Kuddi (Ghagas). 9 Nos of Concrete Batching Plant established,

Stone crusher Plant, WMM Plant, Hot mix Plant to be erected.

II. M/s Vijay Infra Limited

Pankaj Galaxy, Second Floor

Plot No-8, Sector-12

Dwarka, New Delhi-110075

Establishments of Base Camp at Masewal (Km 78.700 L/S 2km from existing NH-21) and mobilization

of Equipments /Machineries are in progress at site.

III. M/s GHV Projects (India) Pvt Limited

AML Centre-I, 8 Mahal Industrial Areas

Mahakali Caves Road,

Andheri (East), Mumbai-400093

Establishments of Base Camp at Rampur (Kanaid), Near Sunder Nagar. Concrete Batching Plant, Stone

Crusher Plant is operational WMM Plant erected and to be commissioned, Erection of Hot Mix Plant is

in progress.




Page 57

10 . ORGANIZATION CHART (IE)

M/s Getinsa Ingenieria S. L. Spain in association with M/s Segmental Consulting & Infrastructure Advisory Pvt. Ltd.




Page 58

11. INDEPENDENT ENGINEER MOBILIZATION:

No. Position Name Date of Joining

Key Personnel

1 Team Leader cum Sr. Highway

Engineer

Mr. Sanjay Kumar Singh 28-09-2012

2 Sr. Bridge Design Engineer Mr. Ramesh Chand Gupta 16-10-2012

3 Resident cum Highway Engineer Mr. Dinesh Kumar Jain 09-01-2014,

mobilized as

replacement

candidate

4 Highway Design Engineer Mr. Mangat Ram Verma 24-09-2012

5 Bridge/Structural Engineer Mr. Sanjay Kumar 16-10-2012

6 Sr. Tunnel Engineer Mr. Rajesh Kumar Thakur 01-10-2012

7 Tunnel Design Engineer Mr. Manuel Romana Garcia 05-06-2013

8 Geologist Mr. Kuldeep Singh Jamwal 20-11-2012

9 Sr. Pavement Specialist & Project

Coordinator

Mr. Shanker Lal Mahipal 16-10-2012

10 Sr. Quality cum Material Expert Mr. Girish Chandra Tiwari 16-10-2012

11 Traffic & Transportation Expert Mr. Miguel Angel Lopez De

Nieta

08-07-2014

12 Road Safety Expert Mr. Louis Polonia Sanchez 20-02-2014

13 Financial Expert Mr. Mihir Kumar Sahu 09-06-2014

14 Legal Expert Mr. Manish Kumar Sharma 10-04-2014

Sub-Professional

1

2

Survey Engineer-1

Survey Engineer-2

Mr. Ambresh Prasad Tripathi

15-12-2012

Mr. Vidhya Bushan 06-12-2012

(Demobilized in April

2014)

3

4

Assistant Highway Engineer-1

Assistant Highway Engineer-2

Mr. Hasan Ahmar 08-08-2014

Mr. Eshant Sonkar 29-04-2014

5 CAD Expert Mohd. Zia Saleem 14-11-2012

6 Environmental Engineer Mr. Raman Padha 20-11-2012

7

8

Assistant Bridge Engineer-1

Assistant Bridge Engineer-2

Mr. Hemant Sharma 05-06-2014

Mr. Pankaj Kumar Sharma 01-04-2014

9

10

Assistant Quality cum Material

Engineer -1

Assistant Quality cum Material

Engineer -2

Mr. Vinod Kumar Mishra 02-11-2012

Mr. Pradeep Kumar Pandey 02-11-2012

11 Electrical Engineer TBN To be Mobilized

12 HTMS/Toll Expert TBN To be Mobilized

13 Quantity Surveyor TBN To be Mobilized

14 Horticulture cum Landscaping Expert TBN To be Mobilized

15

16

Tunnel Engineer-1

Tunnel Engineer-2

Mr. Shashi Kumar 21-11-2012

Mr. Himanshu Kapoor 10-12-2012




Page 59

No. Position Name Date of Joining

17 E&M Expert TBN To be Mobilized

18 Tunnel Ventilation Engineer TBN

TBN

To be Mobilized

19 Tunnel Safety Engineer To be Mobilized

Support Staff

1. Office Manager Mr. Ravi Sharma 16-10-2012

2. Accountant Mr. Ambikesh Tripathi 01-09-2013

3. Cashier Mr. Murari Lal Sharma 12-11-2012

4. Computer Operator Mr. Vikas Chand 17-10-2012

5. Steno Mr. Sanjeev Thakur 01-05-2014

6. Photo Copy Machine Operator Mr. Deepak Mishra 16-10-2012

7. Office Boy Mr. Lekh Ram 01-12-2012

8. Guard-1 Mr. Sanjay Kumar 01-11-2013

9. Guard-2 Mr. Raghuveer 01-04-2013

11.1 Updated Status of Man months of Independent Engineer.

S. No. Position Name Man

Month Balance MM

A. KEY PERSONNEL (PROFESIONAL STAFF)

1 Team Leader Cum Sr. Highway

Engineer Sanjay Kumar Singh 42 16.367

2 Tunnel Design Engineer Manuel Romana Garcia 10 8.600

3 Road Safety Expert Louis Polonio Sanchez 8 6.999

4 Traffic & Transportation Expert Miguel Angel Lopez De

Nieta 8 7.134

5 Sr. Bridge Design Engineer Ramesh Chand Gupta 22 8.800

6 Resident-Cum Highway Engineer Dinesh Kumar Jain 42 23.066

7 Highway Design Engineer Mangat Ram Verma 22 6.799

8 Bridge/Structural Engineer Sanjay Kumar 39 13.600

9 Sr. Tunnel Engineer Rajesh Kumar Thakur 42 15.999

10 Geologist Kuldeep Singh Jamwal 12 7.799

11 Sr. Pavement Specialist Shankar Lal Mahipal 16 10.536

12 Sr. Quality Cum Material Expert Girish Chandra Tiwari 39 13.167

13 Financial Expert Mihir Sahu 5 4.767

14 Legal Expert Manish Kumar Sharma 6 5.633

B. SUB-PROFESIONAL STAFF

1 Survey Engineer-1 Ambresh Prasad Tripathi 39 16.265

2 Survey Engineer-2 Vidhya Bushan 15 0.067

3 Assistant Highway Engineer-1 Eshant Sonkar 36 14.232

4 Assistant Highway Engineer-2 Hasan Ahmar 37 25.766

5 Asst. Quality Cum Material Engineer-1 Pradeep Kumar Pandey 36 11.166

6 Asst. Quality Cum Material Engineer-2 Vinod Kumar Mishra 37 11.332

7 Electrical Engineer TBN 8 8.000

8 HTMS /Toll Expert TBN 6 6.000

9 Horticulturalist cum Landscaping

Expert TBN 8 8.000




Page 60

10 E & M Expert TBN 6 6.000

11 Tunnel Safty Engineer TBN 6 6.000

12 CAD Expert Mohammad Zia Saleem 9 -0.466

13 Environmental Engineer Raman Padha 9 0.000

14 Assistant Bridge Engineer-1 Hemant Sharma 36 15.366

15 Assistant Bridge Engineer-2 Pankaj Kumar Sharma 37 19.166

16 Quantity Surveyor TBN 10 10.000

17 Tunnel Engineer-1 Shashi Kumar 37 12.367

18 Tunnel Engineer-2 Himanshu Kapoor 36 11.800

19 Tunnel Ventilation Engineer TBN 6 6.000

C. SUPPORT STAFF

1 Office Manager Ravi Sharma 42 16.032

2 Accountant Ambikesh Tripathi 42 16.101

3 Cashier Murari Lal Sharma 42 16.434

4 Photo Machine Operator Deepak Mishra 42 16.433

5 Steno Sanjeev Thakur 42 17.167

6 Computer Operator Vikas Chand 42 16.199

7 Guard-1 Sanjay Kumar 42 16.300

8 Guard-2 Raghuveer 42 16.800

9 Office Boy Lekh Ram 42 16.033

11.2 Invoice of Independent Engineer Services

Sl. Months Letter No Amount

Claimed(Rs)

Amount

Paid (Rs)

Amount Balance

(Rs) Remarks

1 September-

2014

SCIA/001/ 13-14/

TL/NHAI-00499 Rs 41,37,308.00 Paid Nil

2 October-

2014

SCIA/001/ 13-14/


3 November-

2014

SCIA/001/ 13-14/


Note- $ 16,859 USD is balance to be paid for the Month of November, 2014

11.3 S-curve for Construction Schedule- Concessionaire has submitted S-Curve for progress vide letter

No ITNL-KNCEL/PRJ/TECH/ICO/581/2014/1035 A dated 07/12/2014 is enclosed as Annexure A for

reference.

11.4 Financial details of Escrow Account: Statutory Auditor Certificate certifying the financial progress

up to 30th September, 2014 vide letter No ITNL-KNCEL/PRJ/TECH/ICO-581/2014/955 dated

12/11/2014.

12. CONTRACT DATA.

12.1 SANCTION /APPROVAL OF PROJECT:

Project Cost (As per Concession Agreement) - Rs. 1818.47 Crs.




Page 61

12.2 Civil works Contract Details:

a) Concessionaire Kiratpur-Ner Chowk Expressway Ltd. b) Contract Section Kiratpur to Ner Chowk Section of NH -21 From Km 73.200 to 186.500

c) Contract Length 82.4 Km + 1.971 Km (two lane Link Road to ACC cement Factory

Barmana)

d) Agreement /MOU

Date

16th March 2012

e) Agreement Amount Rs. 1818.47 Crs.

f) Bid quoted by the

bidder

Grant Rs. 134.56 Crs.

g) Date of signing

Substitution/Escrow

Agreement

9th October 2012 (Financial closure 5th Sep 12, GM (J&K/HP) letter no.

NHAI/11016/9/2011/HP-2011/1110

h) Appointed Date 14 November,2013

i) Construction Period 36 Months (1095 days)

j) Performance

Security

Rs. 90.92 Crs.

Note- The Concessionaire has submitted the Statutory Auditor Certificate showing financial

progress up to 15th September,2014 is enclosed for reference.

13. PROJECT PARAMETERS

S. No. Important

Parameters

Original Contract Revised

1.

Total Length

82.400 Km +1.971 Km ( Two Lane link Road)

2. Carriageway width 17.50 meter wide in Plain/Rolling Terrain Excluding

Median 14.00 Meter wide in Hilly/Mountainous

terrain Excluding Median Two lane Bi-directional

Tunnel as per IRC:SP91 :2010

3. Paved Shoulders 1.5 m

4. Earthen Shoulders 2.0 m

5. Median Width 2.50 m – 4.5 m

6. Pavement type Flexible/Rigid

7. Bridges/ Culverts

Major Bridges 17 Nos.

Minor Bridge 27 Nos +01 (Rehabilitation/Repair)

Box Culverts 64 Nos.




Page 62

Slab Culverts 98 Nos. .

HP Culverts 55 Nos. (In addition to these 30 nos.

8. Flyover 01 No. at Km 142.680 (Length 41.375 meter)

9.

10.

Pedestrian/Cattle

Underpass

Tunnels

04 Nos

05 Nos

Tunnel T1 ( Km12.750 to Km14.550) 1800 meter

long with Escape Tunnels 1800 meter long,

Tunnel T2 (Km 15.785 to 16.275) 490 meter long

Tunnel T3 (Km 23.550 to Km24.130) 580 meter long,

Tunnel T4 (Km 148.500 to Km 149.750) 1250 meter

long.

Tunnel T5 (Km 157.660 to Km 158.400) 740 meter

long.

14. UPDATED REVIEW OF DESIGN & DRAWING up to September, 2014

Updated Status: Review of Drawing &Design of Kiratpur to Nerchowk Section of NH-21 Highways

Sl

No Chainage

Length

(Km) Subject Remarks

1 000.000 to 012.000 12.00 Plan &Profile Drawing reviewed

&Concurred P&P of 70.297

Km out of

84.38 Km as

submitted by

Concessionaire

reviewed

&Concurred

2 126.500 to 155+000 28.5 Plan &Profile Drawing reviewed

&Concurred

3 178.000 to 182.000 4.0 Plan &Profile Drawing reviewed

&Concurred


&Concurred


&Concurred

6 0.00 to 1+992 1.992 Km Plan &Profile Drawing of Link Road for

ACC Cement Factory

IE observations

to be complied

by

Concessionaire.

Pavement Design

The pavement design for flexible pavement has been reviewed & Concurred for New alignment. The

Design of widening/strengthening of existing pavement and rigid pavement could not be concurred

due to non compliance of observations raised by IE.




Page 63

Tunnels

Escape Tunnel- Design & drawing of escape tunnel design length 1802.25 meter (As per CA-1905

meter) parallel to Tunnel T1 has been reviewed &concurred.

Pre Final Design of Electromechanical works of Tunnel -1, T-2, T-3, T-4, and T-5 Submitted by the

concessioner and is under review.

Structures.

Minor Bridges –

Minor Bridge General Arrangement Drawing Design

Submitted Concurred Submitted Concurred

24 16 16 14 14

Sl No

Proposed

C.A

Chainage

Design

Chainage

Design

Lengt

h

(Mete

r)

Tunnels Subject Remarks

1 12.732 to

14.482

(1750M)

12.732 to

14.568

(1836M)

1836

Portals of T1 Final Design & Drawing

Reviewed & Concurred

Tunnel

T1(Linear

portion)

Final Design & Drawing


2

15.810 to

16.460

( 650M)

15.783 to

16.277

(494M

494

Tunnel T2

(Linear

portion)

including

Portals

Final Design & Drawing is

under review.

3 23.700 to

24.100

(400M)

23.548 to

24.102

(554M)

554



Tunnel

T3(Linear

portion)



4

148.580

to

149.990

(1410M)

148.468 to

149.767

(1299M)

1299


Reviewed and concurred.

Tunnel

T4(Linear

portion)


Reviewed and concurred

Except 30 m Cut& Cover

Portion.

Structural Design calculation

yet not submitted for cut &

cover portion. ( volume 3

Final lining)

Due to increase in length of 15

meters at portal-2 side final

D&D resubmitted and same is

under review

5

157.800

to

158.660

(860M)

157.658 to

158.402

(744M)

744



Tunnel

T5(Linear

portion)



Total 5070 4927




Page 64

Note 1. 5 Nos Minor Bridge have been converted into Major Bridge.

2. 3 Nos of Minor Bridges (Ch 14+708, 14+927, 15+077) and one Box Culvert Ch 14+970 has been

combined to make Viaduct.

Major Bridges –

Major Bridge General Arrangement Drawing Design

Submitted Concurred Submitted Concurred

20 20 17 20 15

Note:- I - 2 Nos Minor Bridge Converted to Major Bridge as per site condition

II - 3 Nos Minor Bridge converted to Major Bridges by Concessionaire.

III - Out of 15 Major Bridges, only 11 Major Bridges of all components have been

Submitted & concurred. Part Design & Drawing for Balance of 4 bridges as submitted has been

reviewed & concurred.

Box Culverts:-

Culverts of Size 2x2 have been concurred.

Culverts of Size 3x3 have been concurred up to surcharge height 6.2 mts.

Culverts of Size 3x2 have been concurred without surcharge.

Slab Culverts:-

Culverts of Single span up to 6 mts single vent have been concurred.

Pipe Culverts:-

Culverts of Single Row have been concurred.

Gabions Wall:-

Design of Gabions wall up to 13.5 meter height has been concurred.

Retaining Wall

RCC retaining wall design up to 12 Mts height has been concurred.

RRM retaining wall design up to 4 Mts height has been concurred.

Condition Survey and Chainage demarcation for all Culverts have been completed for Entire corridor

except Sunder Nagar Bypass.

Construction Materials

Concurrence of Source for Hume pipes, Aggregates, cement, steel, Admixture, Gabions/Terramesh

System has been accorded. Three Independent Laboratory for testing of materials, Concrete Mix

Designs for grade M15 /M20/M25/M30/M35/M40/M45/M50, design of Filter media have been

reviewed & concurred. Materials for slop protection by Tecco System reviewed &confirmed by

third party testing.

Utilities Shifting

The estimates of utility shifting I&PH Pipe lines from Km 8.8 to 26.2 ,Km154 to 183.7 & Electrical

lines from Km 25.5 to 138.9 (Bilaspur Sadar), 164.3 to 182.25 (Sunder Nagar Section) have approved

by NHAI vide letter No 11009/6/KNCEL/2013/PIU-SML/1447 dated 9/12/2014 and rest of the

estimates for same has been also submitted to NHAI for approval.

Estimate of Existing Road repair




Page 65

The estimates of road repair estimate have been approved by NHAI and road repair works are in

progress.

Inventory for Procurement of Site ( As per clause 10.3 of C.A)

An inventory of the site of the entire Project corridor has been done with Concessionaire

representative in accordance with clause 10.3 of C.A.

Change Of Scope (COS)

COS for additional two lane for Sundernagar Bypass, and Major Bridge at Ch 0+450 submitted by

Concessionaire for change of scope notice under clause 16.2 of C.A. The same has been reviewed

and observations made for the compliance of Concessionaire.

15. CONSTRUCTION ACTIVITIES. (Comments of Key Professionals on constructions activities)

Construction Materials

The EPC Contractors M/S IECCL and M/S GHV Infra have established the stone crusher and

aggregate production for concrete works and road works is to be expedited. Aggregates for

concrete works are also being procured from local supplier. The Concessionaire is advised to

increase the production of aggregates to meet the requirement and buffer the same. Stone Crasher

established in section-III has been sealed by district administration & in section-II Green Tribunal

stayed the running of crusher by a writ petition filed by local people, resulting in production of

aggregates has been stopped.

Earth works.

Kiratpur to Ner Chowk Road Project-NH 21

Present Status From Km 0+000 To Km 182+000 As On Date 31.12.14

Sr.

No

Location(RHS) Length RHS Status

Location(LHS) Length LHS Status

From To From To

1 0 820 820 Tree Cutting in

Progress 0 820 820

Tree Cutting in

Progress

2 820 870 50

Embankment

14th Layer in

Progress

920 1400 480 Excavation In Progress

3 870 920 50

Embankment

12th Layer in

Progress

1400 1500 100 Sub Grade Top layer in

Progress

4 8700 9250 550 Excavation in

Progress 1500 1630 130

Embankment in

Progress

5 9340 11500 2160 Excavation in

Progress 1630 2200 570

GSB Top layer in

progress

6 11600 12700 1100 Excavation in

Progress 2200 2260 60

Clearing And Grubbing

Completed

7 16600 17235 635 Excavation in

progress 2260 2540 280

Sub Grade Top in

Progress




Page 66

8 17235 18000 765 Tree Cutting in

progress 2540 3420 880 Excavation in Progress

9 18000 20500 2500 Tree cutting

completed 3420 3810 390

GSB Top layer in

progress

10 20500 21000 500 Tree cutting

completed 3810 3920 110


Completed

11 21000 21500 500 Excavation in

progress 3920 4330 410

GSB Top layer in

progress

12 24290 24390 100 Excavation in

progress 4330 4660 330

Sub Grade 1 layer in

Progress

13 26460 26560 100 Excavation in

progress 4660 5360 700

GSB Top layer in

progress

14 24730 24750 20 Excavation in

progress 5360 6600 1240


Completed

15 25130 25230 100 Excavation in

progress 6600 7500 900 Excavation in Progress

16 25280 25330 50

Embankment

15 layer in

progress

7500 8700 1200 Clearing And Grubbing

Completed

17 25330 25400 70

Embankment

23 layer in

progress


18 25400 25450 50

Embankment

25 layer in

progress

9250 9340 90 Excavation Completed

19 25450 25640 190 Excavation in

progress 9340 11500 2160 Excavation in progress

20 26000 26300 300 Excavation in

progress 11500 11600 100

Subgrade 2 layer in

progress

21 126500 127000 500 Excavation in

progress 11600 12700 1100 Excavation In Progress

22 127140 127190 50

Embankment

23 layer in

progress

16600 17235 635 Excavation in progress

23 127340 127400 60

Embankment

18 layer in

progress

17235 18000 765 Tree cutting in

progress

24 128600 128900 300

Clearing And

Grubbing In

Progress

18000 20500 2500 Tree cutting completed

25 128900 129140 240 Excavation in

progress 20500 21000 500 Tree cutting completed

26 129170 129240 70

Subgrade 1

layer in

progress


27 129240 129560 320

Subgrade 2

Layer in

progress





Page 67

28 129600 129650 50

Embankment 6

Layer In

Progress


Completed

29 130560 130680 120

Embankment

Layer In

Progress


30 130870 130980 110

Embankment

Layer In

Progress


31 130980 131110 130

Embankment

Layer In

Progress

25250 25280 30 Embankment 12th

layer in progress

32 131170 131500 330

Clearing And

Grubbing

Completed


layer in progress

33 132490 132530 40

Embankment

Layers In

Progress


layer in progress

34 133140 133160 20

Embankment

Layers In

Progress


layer in progress

35 133160 133180 20 Embankment

top in progress 25440 25640 200 Excavation in progress

36 133180 133200 20 Excavation in


37 133200 133300 100 Embankment

top in progress 126500 127000 500 Excavation in progress

38 133300 133560 260 Excavation in

progress 127240 127300 60

Embankment 13th

layer in progress

39 133560 133620 60

Subgrade 1st

Layer in

progress

127300 127400 100 Embankment 38th

layer in progress

40 133830 133880 50 Excavation In

Progress 128600 128900 300 Excavation in progress

41 133880 133980 100 Excavation in


42 133980 134170 190 Excavation in

progress 129140 129240 100

Subgrade 1 layer in

progress

43 134240 134340 100

Embankment

Layer In

Progress

129240 129480 240 Subgrade 2 layer in

progress

44 134340 134390 50 Excavation in


45 134390 134500 110 Embankment

top in progress 130560 130770 210 Excavation In Progress




Page 68

46 134500 134740 240 Excavation In

Progress 130770 130870 100


Completed

47 134780 134860 80 Excavation in

progress 130870 131000 130

Embankment Layers in

Progress

48 134860 135000 140 Excavation In

Progress 131000 131100 100 Excavation In Progress

49 135160 135250 90

Embankment

3rd Layer in

progress

131100 131110 10 Embankment Layers in

Progress

50 135250 135400 150

Embankment

4th Layer in

progress


51 135700 135900 200 Excavation in

progress 132020 132130 110 Excavation In Progress

52 136150 136280 130 Excavation in

Progress 133200 133620 420

Subgrade layer in

progress

53 136280 136350 70

Embankment

25 th Layer

completed


54 136430 136500 70

Embankment

19 th Layer In

Progress


progress

55 136600 136710 110

Clearing And

Grubbing In

Progress

134240 134340 100 Embankment Top layer

in progress

56 136920 137000 80

Clearing And

Grubbing

Completed


57 137000 137270 270

Clearing And

Grubbing

Completed


in progress

58 137270 137430 160

Embankment

Layer In

Progress


59 137430 137500 70 Excavation in


60 137500 137630 130

Embankment

Layer In

Progress


61 137630 137710 80

Embankment

Layer In

Progress

135160 135250 90 Excavtion in progress

62 137770 137910 140

Embankment

Layer In

Progress





Page 69

63 137950 138040 90

Embankment

Layer In

Progress


Completed

64 138040 138220 180

Excavation

Work In

Progress


Completed

65 138220 138235 15

Embankment

Layer In

Progress


66 138460 138560 100

Embankment

Layer In

Progress

136400 136450 50 Excavation in Progress

67 138560 138740 180

Clearing And

Grubbing

Completed


68 138740 138860 120

Embankment

Layer In

Progress

137270 137300 30 Embankment Layer In

Progress

69 138950 139210 260 Excavation in

Progress 137500 137630 130

Embankment Layer in

Progress

70 139210 139340 130

Clearing And

Grubbing

Completed


71 139340 139620 280 Embankment

top in progress 137730 138050 320 Excavation in Progress

72 139640 139770 130

Subgrade 2

layer in

progress


73 139770 139900 130

Embankment

Layer In

Progress


Progress

74 139920 140040 120

Subgrade 2

layer in

progress


75 140040 140250 210 Embankment

top in progress 138560 138700 140 Excavation in Progress

76 140360 140440 80

Clearing And

Grubbing

Completed


Progress

77 140620 140800 180

Excavation

Work In

Progress


78 143550 143640 90

Clearing And

Grubbing

Completed


Completed

79 143820 143850 30

Embankment

Top Layer In

Progress


in progress




Page 70

80 143850 144010 160

Subgrade 2nd

Layer

Completed


in progress

81 144010 144060 50

Embankment

22th Layer In

Progress


progress

82 144130 144250 120

Embankment

Top Layer In

Progress


progress

83 144250 144990 740 Excavation In

Progress 140040 140250 210


Completed

84 144990 145000 10 Excavation In

Progress 140360 140440 80


Completed

85 145000 145040 40

Embankment

3rd Layer In

Progress

140620 140800 180 Excavation Work In

Progress

86 145040 145130 90

Subgrade Top

layer in

progress


Completed

87 145130 145360 230

Subgrade Top

Layer In

Progress

143820 143850 30 Embankment Top

Layer In Progress

88 145360 145410 50 S.G 1 Layer In

Progress 143850 144010 160

Subgrade 2nd Layer

Completed

89 145410 145500 90 Excavation In

Progress 144010 144050 40

Embankment 15th

Layer In Progress

90 145500 145580 80

Embankment

14th Layer In

Progress

144130 144200 70 Embankment Top

Layer In Progress

91 145580 145950 370 Excavation In


92 145950 146000 50 Excavation In


93 146000 146050 50

Embankment

26 th Layer In

Progress

145000 145040 40 Embankment 3rd Layer

In Progress

94 146050 146110 60 Excavation In


95 146110 146130 20 Excavation In

Progress 145130 145360 230

Embankment Top

Layer In Progress




Page 71

96 146180 146240 60 Excavation In

Progress 145360 145410 50

Subgrade 2nd layer In

Progress

97 146240 146300 60 Excavation In


98 146300 146340 40

Embankment

29th layer in

progress

145510 145580 70 Embankment 12th

Layer In Progress

99 146340 146520 180 Excavation In


100 146520 146620 100 Excavation In


101 146620 146930 310 Excavation In

Progress 146000 146050 50 Excavation Completed

102 146930 147000 70 Excavation In


103 147000 147040 40

Embankment

29th layer in

progress


104 147040 147070 30

Embankment

27th layer in

progress


105 147070 147150 80

Embankment

4th layer in

progress


106 147150 147210 60

Embankment

1st Layer in

progress


107 147210 147240 30

Embankment

6th layer in

progress


108 147240 147440 200 Excavation In


109 147440 147520 80

Embankment

17th layer In

Progress


110 147520 147850 330 Excavation In


111 147850 147950 100 Excavation in

progress 147800 147930 130

Embankment 24 th

Layer In Progress

112 147950 148400 450

Clearing And

Grubbing

Completed


Completed

113 149980 150260 280 Excavation In


114 151220 151250 30 Excavation In





Page 72

115 151450 151900 450

Clearing And

Grubbing

Completed


Completed

116 152670 152750 80 Excavation In


117 153950 154000 50 Excavation In


118 154050 154250 200

Embankment

7th layer in

progress


119 154230 154900 670

Embankment

2nd layer in

progress


120 155720 155760 40 Excavation In

Progress 154300 154900 600

Embankment 2nd layer

in progress

121 158960 159020 60 Excavation In


122 159460 159690 230 Excavation In


123 161100 161220 120 Excavation In

Progress 160510 160620 110

Embankment 1st layer

in progress

124 161680 161740 60 Excavation In

Progress 161760 161890 130

Embankment 1st layer

in progress

125 162000 162140 140 Excavation In

Progress 162320 162430 110


in progress

126 162440 162640 200 Excavation In

Progress 166790 166880 90


in progress

127 163100 163250 150 Excavation In

Progress 178060 178150 90


in progress

128 163870 164050 180 Excavation In

Progress 178150 178230 80

Embankment 3rd layer

in progress

129 178060 178150 90

Embankment

2nd layer in

progress

178230 178380 150 Embankment 6th layer

in progress

130 178150 178380 230

Embankment

2nd layer in

progress

178380 178910 530 Subgrade Top layer in

Progress

131 178380 178700 320

Subgrade Top

layer in

progress

178910 179030 120 Embankment top layer

in progress




Page 73

132 178700 178900 200

Subgrade Top

layer in

progress


Completed

133 178900 179020 120

Embankment

Top layer in

progress

179100 179450 350 Embankment 12th

Layer in Progress

134 179020 179100 80

Clearing And

Grubbing

Completed

179460 179700 240 Embankment 13th

layer in progress

135 179100 179300 200

Embankment

15th Layer in

Progress

179700 179780 80 Embankment 15th

layer in progress

136 179300 179450 150

Embankment

14th Layer in

Progress

179800 180000 200 Embankment 17th

layer in progress

137 179460 179700 240

Embankment

12th layer in

progress


in progress

138 179700 179780 80

Embankment

15th layer in

progress

180260 180450 190 Embankment 12th

layer

139 179800 180000 200

Embankment

15th layer in

progress

180450 180550 100 Embankment 13th

layer

140 180000 180450 450

Embankment

10th layer in

progress

180580 180990 410 Subgrade 1st layer in

Progress

141 180450 180530 80

Embankment

15th Layer in

Progress

180990 181200 210 Embankment 10th

layer

142 180580 180990 410

Subgrade 1st

layer in

Progress


143 180990 181260 270

Embankment

10th layer in

progress


Completed

144 181360 181460 100

Subgrade 2

layer in

progress

181560 182000 440 Subgrade Top in

Progress

145 181560 182000 440

Subgrade Top

layer in

Progress

In the section-1, tree cutting and earth works for sub grade & embankment are in progress as

mentioned in above table. Tree cutting in 8.0 Km area has been completed. Progress in this section is

behind the schedule and required to be expedited.

In Section-2, also the progress is behind the schedule but picking up the work since last month.

Concessionaire is required to plan the resources to get maximum output.




Page 74

In Section-3, works is also behind schedule and required to be reorganized to increase the progress of

works. Progress of retaining wall has picked up however the earth work in Nerchowk bypass and the

area from Km 159 to 162 where retaining wall completed, earth work should be started immediately.

Construction of Embankment at chainage 180+000 to 180+070




Page 75

Structure Works

Box Culvert

Structure Component (Progress Up to December 2014)

Sr.

No.

Proposed

Chainage Excavation P.C.C

Bottom

Slab Walls Slab Return wall

Curtain

Wall

Back

Filing/

Filter

Media

Flexible/

Rigid

Appron

Stone

Pitching Remarks

1. 137+526 complete complete complete In Progress

2. 144+314 Complete complete complete A1 & A2 final

Lift completed

Slab

Culvert

3. 145+025 complete complete complete Completed Completed

4. 145+125 complete complete complete complete complete one side

completed

5. 145+325 complete complete complete complete complete

RHS

Completed

LHS 1st Lift

6. 146+024 complete complete complete Completed Completed RA1, RA2 lifts

completed

7. 146+845 complete complete complete complete complete RHS

Completed

8. 147+310 LHS

complete

LHS

complete

LHS

Complete LHS Complete LHS Complete

9. 147+578 complete complete BHS

Complete BHS Complete BHS Completed Completed

10. 148+444 complete complete complete

A1 Ist & A2

5th lift

completed

11. 150+885 LHS

complete

LHS

complete

LHS

Complete

3rd lift

completed

LHS & RHS

12. 178+550 complete complete complete complete complete complete Completed

13. 178+920 complete complete complete complete complete Completed Completed




Page 76

14. 179+250 Completed Completed

15. 179+464 complete complete complete complete complete 4x4

16. 179+790 complete complete complete complete complete in progress

17. 180+080 BHS

complete

18. 180+250 complete complete complete Completed Completed

19. 180+555 complete complete complete Completed 4x4


21. 180+990 complete complete complete complete complete Completed in

progress

22. 181+250 Completed Completed Completed

23. 181+350 Completed Completed LHS/RHS

Completed

LHS

Completed LHS Completed


25. 181+800 complete

26. 2+856 LHS

complete

LHS

complete

LHS

complete LHS complete LHS complete

27. 3+000 LHS

complete

LHS

complete

LHS

complete LHS complete LHS comlpete

28. 3+508 LHS

complete

LHS

complete

LHS

complete LHS complete LHS complete

29. 7+508 LHS

complete

LHS

complete

LHS

complete

A1 & A2 final

Lift completed

2nd lift in

progress

Slab

Culvert

30. 7+383 LHS

complete

LHS

complete

LHS

Complete

A1 & A2 final

Lift completed

Slab

Culvert

31. 0+823 RHS

Complete

RHS

Complete

Pipe

Culvert

32. 1+260 LHS

complete

LHS

complete

Head wall

LHS

Complete

Pipe

Culvert

33. 2+348 LHS

complete

LHS

complete

LHS


34 3+864 LHS

complete

LHS

complete

LHS

complete

Wall 1st Lift

Completed




Page 77

35. 5+511 LHS

complete

LHS

complete

LHS




Major Bridges

Major Bridge

Structure Component (Progress Up To December 2014)

Sr.

No.

Proposed

Chainage Excavatuion P.C.C Foundation Substructure Superstructure

Deck

Slab

Crash

Barrier

Expansion

Joint Remarks

1 0+450 Piling A1 & A2

completed

A1& A2

Completed

Pile cap A1& A2

Completed

RA1, LA1, RA2, LA2

lifts completed

A1, A2 Piercap

completed

Steel Truss

Fabricated

members

start arriving

at site

2 17+700

3 19+352

4 20+830

5 23+155

6 24+915

7 26+100

Piling in P7 in

Progress 8 no

completed, P9 and

A2, P0 Comp

P9 & A2, P0 PCC

Completed

P9 & A2 and P0

foundation

Completed A2, P9

RHS Lifts

Completed

A2 cap completed




Page 78

8 130+171

Piling of P1

completed & A1,

P2,P3 & P4 in

Progress

9 131+180

10 133+160 LP1 & RP1, LA1,

RA1 Completed

LP1& RP1, LA1,

RA1 Completed

LP1& RP1& LA1,

RA1 Raft

Completed Lifts in

progress

LA1, RA2, RA1 wall

lifts in

Progress,LA1 LP1,

RP1 pier cap comp

Total RCC 6

Girder

Completed

11 135+070 A2 ,RP2, RP3, LP3,

LP1 Completed

A1& RP2, RP3,

LP3, LP1

Completed

A2, RP2, RP3 LP3,

LP1 Raft

Completed

A2 , RP2, LP1 lifts

in Progress

12 141+100

LP1,LP2,LP3 &

RP1,RP2,RP3, LA1,

RA1

LP1,LP2,LP3 &

RP1,RP2,RP3,

LA1, RA1

Raft LP1,LP2,LP3

& RP1,RP2,RP3,

RA1

Lift of Pier

LP1,LP2,LP3 &

RP1,RP2,RP3 in

Progress

Total 6 PSC

Girder Casted

13 143+783 A1, LP1, RP1, RP2

Completed

A1, LP1, RP1,

RP2, LP2

Completed

A1, LP1, RP1,

RP2, LP2

Completed

Lifts of Pier A1,

LP1, LP2 RP1, RP2

in Progress

Steel beam

fabricated

material

arriving at

site

14 152+100 LA1,RA1, LA2

Completed

LA1, RA1, LA2

Completed

LA1, LA2 Raft

Completed

LA1, LA2 lifts in

progress

15 152+835

16 155+880




Page 79

17 157+750

18 158+775

19 178+013

Well Sinking

completed at LA1 &

RA1,while In

progress inLP1 &

LP2 ,RP2 & LA2 &

RA2, RA1 bottom

Pluging of RP1, LP1

Completed

LP1 completed LP1 well cap

completed

P1 RHS and LHS

1st lift completed

Total 5 PSC

Girder Casted

20 1+085

Minor Bridge

Minor Bridge

Structure Component (Progress Up to December 2014)

Sr. No. Proposed

Chainage Excavatuion P.C.C Foundation Substructure

Supers

structure Deck

Slab Crash

Barrier Expansion

Joint Remarks

1 6+140 IN Progress

LA 1& LA2 LA1

Completed

2 14+750

3 14+927

4 15+120

5 15+165

6 15+785

7 16+696

8 16+865




Page 80

9 17+584

10 18+323

11 18+910

12 20+594

13 22+604

14 25+221

15 25+300

16 133+830 A2 LHS & RHS

Completed

A2 LHS &

RHS

Completed

LA2 & RA2

Raft BHS

Completed

Lifts in

progress

Wall Lifts

LA2, RA2 in

Progress

17 135+990

A1 LHS, RHS

& A2 LHS C

ompleted

A1, A2 LHS,

RHS

Completed

LA1, LA2

Raft

Completed

LA1 lifts in

Progress

18 138+330

19 138+828 P1, P2

completed

P1 LHS &

RHS

Completed

Raft LP1, RP1

completed

20 144+090

LA1, LA2 &

RA1, RA2

Completed

LA1, LA2 &

RA1, RA2

Completed

LA1 & RA1

Completed

LA1 & RA1

lifts in

Progress




Page 81

21 146+702

LP1, RP1 &

LA1, RA1

completed

LP1, RP1&

LA1 & RA1

Completed

Raft LP1, RP1

,LA1 & RA1

completed

LP1& RP1

completed

and A1 BHS

Lifts

completed

RP1, LP1,

A1 Peir

Cap

Completed

Steel fabricated

material start

arriving at site

22 150+050

A2 completed

& A1 in

progress

A2

completed A2 raft

completed A2 5th lift in

progress

23 153+820

24 179+060 Completed Completed Completed A2 1st lift

comp

Retaining Wall

Retaining Wall (December 2014 )

Sr.

No. Proposed Chainage Site Excavation PCC Raft

Wall Wall Wall Wall wall

Remark 1st(Lift (M-

25) 2

nd(Lift

(M-25) 3

rd(Lift

(M-25)

4rd(Lift

(M-25)

5th(Lift

(M-25)

1 150+240 150+260 RHS Completed completed completed Completed Completed Completed completed

2 143+750 143+760 RHS Completed completed

3 145+550 145+570 RHS Completed completed completed Completed Completed Completed



6 145+734 145+750 RHS Completed completed completed Completed Completed

7 145+680 145+700 RHS Completed Completed Completed Completed Completed Completed completed completed

8 145+697 145+712 RHS Completed completed completed Completed Completed Completed completed completed






Page 82



13 147+070 147+090 RHS Completed Completed Completed Completed Completed Completed completed completed

14 147+090 147+110 RHS Completed Completed Completed Completed Completed completed completed completed


16 147+130 147+150 RHS Completed Completed Completed Completed Completed Completed Completed Completed

17 147+150 147+165 RHS Completed completed completed Completed Completed Completed completed completed Final


19 147+183 147+200 RHS Completed completed completed Completed Completed Final

20 147+200 147+260 RHS Completed Completed Completed Completed Completed Completed completed completed Final

21 147+260 147+280 RHS Completed Completed Completed Completed Completed completed completed Final


23 147+300 147+314 RHS Completed Completed Completed Completed Completed Completed completed

24 147+520 147+540 RHS Completed Completed Completed Completed Completed Final

25 147+540 147+582.5 RHS Completed Completed Completed Completed Completed Final


27 148+040 148+060 RHS Completed Completed Completed Completed Completed completed completed completed



30 132+180 132+190 RHS Completed completed completed Completed Completed Completed completed Final

31 132+190 132+210 RHS Completed completed completed

32 132+310 132+330 RHS Completed completed completed completed

33 132+680 132+710 RHS Completed Completed Completed Completed Completed completed completed Final

34 132+770 132+810 RHS Completed completed completed completed Completed Completed completed completed Final


36 135+340 135+360 RHS Completed completed completed Completed


38 137+100 137+120 RHS Completed Completed Completed Completed Completed Completed completed Final

39 137+120 137+140 RHS Completed Completed completed Completed Completed Completed Completed Final




Page 83

40 137+140 137+160 RHS






46 137+350 137+370 RHS Completed Completed completed Completed Completed completed completed


48 137+390 137+410 RHS Completed Completed Completed Completed Completed Completed completed

49 137+530 137+570 RHS Completed Completed completed Completed Completed

50 137+570 137+600 RHS Completed Completed completed Completed

51 137+600 137+620 RHS Completed Completed

52 137+770 137+790 RHS Completed Completed Completed Completed Completed

53 138+200 138+300 RHS Completed 20 meter

completed

54 138+460 138+480 RHS Completed completed completed Completed Completed completed Final


56 138+500 138+520 RHS Completed completed completed Completed Completed Completed final

57 138+520 138+560 RHS Completed Completed Completed Completed Completed Completed final

58 138+750 138+770 RHS Completed Completed completed Completed Completed Completed final

59 138+770 138+790 RHS Completed completed completed final

60 138+790 139+810 RHS Completed completed final

61 138+810 138+840 RHS Completed Completed completed Completed Completed final

62 138+840 138+860 RHS Completed Completed Completed Completed Completed Completed final

63 159+670 159+690 LHS Completed completed completed Completed

64 159+690 159+700 LHS Completed completed

65 160+070 160+080 LHS Completed completed completed Completed Completed Completed


67 160+280 160+295 LHS Completed completed completed completed completed completed

68 160+295 161+310 LHS Completed completed completed completed completed completed




Page 84

69 160+310 160+330 LHS Completed completed completed Completed Completed



72 160+510 160+520 LHS Completed completed completed Completed Completed Completed Completed completed Final

73 160+520 160+530 LHS Completed completed completed Completed Completed Completed completed completed Final

74 160+530 160+550 LHS Completed completed completed Completed Completed completed completed completed Final


76 160+560 160+570 LHS Completed completed completed Completed Completed Completed Completed completed Final

77 160+570 160+580 LHS Completed completed completed Completed Completed Completed completed




81 160+810 160+820 LHS Completed completed completed Completed Completed Completed Final

82 160+840 160+850 LHS Completed completed Completed Completed Completed Completed

83 160+850 160+860 LHS Completed completed completed Completed Completed completed completed Final


85 160+870 160+880 LHS Completed completed completed





90 161+070 161+080 LHS Completed completed completed Completed Completed Final






96 161+380 161+390 LHS Completed completed Completed completed Completed Completed completed completed





Page 85

98 161+400 161+420 LHS Completed completed Completed Completed


100 161+470 161+490 LHS Completed completed completed completed Completed

101 161+490 161+500 LHS Completed completed completed Completed Completed Completed completed Final



104 161+540 161+560 LHS Completed completed completed Completed Completed completed completed Final

105 161+600 161+620 LHS Completed completed completed Completed Completed completed


107 161+770 161+790 LHS Completed completed Completed completed Completed completed completed Final


109 161+805 161+810 LHS Completed completed completed Completed Completed Completed completed completed







116 162+110 162+120 LHS Completed Completed `

117 162+175 162+185 LHS Completed Completed completed `

118 162+185 162+190 LHS Completed Completed completed `

119 162+190 162+200 LHS Completed Completed `

120 162+320 162+360 LHS Completed Completed Completed Completed Completed Completed completed Final


122 162+390 162+400 LHS Completed completed completed Completed Final

123 162+400 162+430 LHS Completed completed completed Completed Final



126 163+010 163+020 LHS Completed completed completed completed completed Completed Completed




Page 86


128 163+060 163+070 LHS Completed completed Completed completed Completed Completed Completed




132 163+600 163+620 LHS Completed Completed completed Completed Completed

133 163+620 163+630 LHS Completed Completed completed

134 163+630 163+640 LHS Completed Completed completed


136 163+650 163+660 LHS Completed Completed completed Completed

137 163+660 163+670 LHS Completed Completed completed Completed Completed Completed











148 127+340 127+360 RHS Completed completed completed Completed Completed Completed Completed completed











Page 87

156 129+600 129+625 RHS Completed completed completed completed Completed completed completed completed Final

157 129+625 129+660 RHS Completed completed completed completed completed Completed completed completed Final

158 129+710 129+720 RHS Completed Completed Completed completed

159 129+720 129+730 RHS Completed Completed Completed completed Completed Completed

160 129+730 129+780 RHS Completed completed completed completed Completed Completed completed completed

161 129+780 129+810 RHS Completed completed completed completed Completed

162 178+090 178+100 RHS Completed completed completed completed Completed completed

163 178+100 178+120 RHS Completed completed completed completed


165 178+150 178+180 RHS Completed completed completed Completed Final


167 178+210 178+240 RHS Completed completed completed Completed Final

168 178+240 178+260 RHS Completed Completed completed Completed Final









177 178+180 178+210 LHS Completed Completed Completed Completed Completed Completed Final

178 178+210 178+240 LHS Completed Completed completed Completed Completed Final


180 178+255 178+270 LHS Completed Completed completed Completed Final


182 178+980 179+000 LHS Completed Completed Final






Page 88

185 179+270 179+330 LHS Completed Completed Final

186 179+270 179+312 RHS Completed Completed completed Completed Completed Final
























Page 89

The overall physical progress of structure works has picked up but still behind the schedule and can be

expedited by deploying sufficient manpower(skilled) and resources.The succeding activities especially

Bridges should be taken up timely to get maximum output and completion of the structures.

RP1 Cap Concerting of Pier Cap at 133+160(Major Bridge)

LP9 Concerting Pier using slip form shuttering at Ch126+100

(Major Bridge)




Page 90

Tunnel Works

Tunnel -T1

Portal -1 (Main &Escape Tunnel) Slope Stabilization (Ch. 12+700 to Ch.12+740)

Frontal slopes, right and, left lateral slopes including all primary supports from Elevation 758 to

720 has been completed except final coloring layer yet to be done.

Main Tunnel T-1 (Portal 1&2)

Monthly Progress of Tunnel 1 (Portal1&2 )

Sr.

No

Description of

works

Total

length

of

tunnel

Length

completed

up to last

month

Length

achieved

during

the

month

Cumulative

Length

Total

Cumulative

Length

Portal -

1&2

Balance

Remarks

(m)

1

Underground

Excavation

Top

Heading(From

portal 1) 1800

49 45 94

95 1705

This tunnel will

have total of

1836 m Length,

being 1800 m of

underground

excavation and

an additional

18m each

portal

Corresponding

to the

ventilation

buildings

Underground

Excavation

Top

Heading(From

portal 2)

- 1 1

2 Benching

3

Geotextile

and water

proofing

4 Overt Lining

5 ventilation

Slab

6

Invert Lining

(Rigid

Pavement)

7

Grouting

/Drainage/

E& M & other

Misc. Work.

Rock Classification : Main Tunnel Support class C1 and B2 (From portal 1)

: Main Tunnel Support class L (From portal 2)




Page 91

Escape Tunnel (From portal 1)

Monthly Progress of Escape Tunnel (From portal 1)

Sr.No.

Description of

works

Total

length of

tunnel

(m)

Length

completed

up to last

month

(m)

Length

achieved

during the

month

(m)

Cumulative

Length

(m)

Balance

(m) Remark

1

Under Ground

Excavation Heading

(full face)

1802.25 113 58 171 1631.25

2

Geotextile and

water proofing

membrane

3 Overt Lining

4 Invert Lining (Rigid

Pavement)

5

Grouting

/Drainage/ E& M

& other Misc.

Work.

Rock Classification : Escape Tunnel Support class C1 and B2




Page 92

Escape Tunnel (From Portal -1)

Tunnel 1 Portal -2 (Main &Escape Tunnel Area) Slope Stabilization (Ch. 14+530 to Ch. 14+600)

Left lateral slope from elevation 693 to 683 including all primary supports has been completed

except final coloring layer yet to be done.

From elevation 683to 682 excavation of left lateral slopes, spraying of shotcrete, Fixing of two layer

wire mesh, sub horizontal drain, Drilling and installation of P.G Rock bolts, pullout testing of rock

bolts, Laying of concrete for Trapezoidal intercepting channel and half circular intercepting channel,

installation of optical survey targets at portal benches are under progress and Multipoint borehole

extensometers and inclinometers have been Installed.

Some movements/deformation has been observed at right lateral & frontal slope which is yet now

within alert limit. At right lateral and frontal slope, additional rock bolt support works at an elevation

687 and 693 is under progress. This reinforcement of supports system in 20 m of the frontal slope

from the corner between the toe of the frontal and right lateral slope. In the right lateral slope it is

applying in 45 m along the slope.




Page 93

Tunnel 3

Tunnel -3 Portal-1 Slope Stabilization (Ch. 23+530 to 23+570)

Excavation of frontal, right and left lateral slopes including all supports from elevation 572 to 548 has

been completed including multipoint borehole extensometer, and inclinometer except

hydroseeding works.

From elevation 572 to 566 right lateral slope from Ch 23+490 to 23+520 slopes excavation &

installation PG rock bolts , Laying of concrete for Trapezoidal intercepting channel , half circular

intercepting channel structure is under progress.

Portal Development: Drilling for umbrella pipe roofing has been completed.

Monthly Progress of Tunnel T-3 (Portal 1 )

Sr. No. Description of

works

Total

length of

tunnel

(m)

Length

completed

up to last

month

(m)

Length

achieved

during the

month

(m)

Cumulative

Length

(m)

Balance

(m) Remarks

1

Underground

Excavation Top

Heading

554 - 02 02 552

2 Benching

4 Geotextile and

water proofing

3 Overt Lining


Pavement)

5

Grouting

/Drainage/ E&

M & other Misc.

Work.

Rock Classification: Main Tunnel Support class L




Page 94

Tunnel 3 portal 1

Tunnel 4

Tunnel -4 Portal-1 Slope Stabilization (Ch.148+450 to Ch.148+500)

Excavation of left and right lateral slope including all primary supports from Elevation 611 to 581

has been completed except final coloring layer yet to be done.

Excavation of Frontal slope from El. 617.5 to 581 including primary supports has been completed

except final coloring layer yet to be done.

From EL.581to EL.580 Excavation of frontal and lateral(right &left)slopes, spraying of shotcrete,

Fixing of two layer wire mesh, sub horizontal drain, Drilling &installation of PG Rock Bolts, pullout

testing of rock bolts, Laying of concrete for trapezoidal intercepting channel are under progress.

Multipoint borehole extensometer and inclinometers have been Installed and Installation of optical

survey targets at portal benches are under progress.

Tunnel T-4 (Portal 1)




Page 95

Monthly Progress of Tunnel T-4 (Portal P1 )


works

Total

length of

tunnel

(m)

Length

completed

up to last

month

(m)

Length

achieved

during the

month

(m)

Cumulative

Length

(m)

Balance

(m) Remarks

1

Underground

Excavation Top

Heading

1269 13 14 27 1242

This tunnel

will have total

of 1299 m

Length, being

1269 m of

underground

excavation

and an

additional

30m is in cut

and cover at

Tunnel-4

portal 1.

2 Benching

4 Geotextile and

water proofing

3 Overt Lining


Pavement)

5

Grouting

/Drainage/ E&

M & other Misc.

Work.

Rock Classification Tunnel Support class –L




Page 96

Tunnel T-4 (Portal 1)

Tunnel4 Portal -2 Slope Stabilization (Ch. 149+755 to Ch.149+770)

Frontal and left lateral slope including all primary supports from Elevation 603 to 594 has been

completed except final coloring layer yet to be done.

From elevation 594 to 592 excavation of Frontal and left lateral slopes, spraying of shotcrete, Fixing

of two layer wire mesh, sub horizontal drain, Drilling and installation of P.G Rock bolts, Laying of

concrete for Trapezoidal intercepting channel are under progress. Inclinometer have been Installed.

Tunnel 4 portal 2

Tunnel-5 (Portal 2)




Page 97

Monthly Progress of Tunnel 5 (Portal 2)


works

Total

length of

tunnel

(m)

Length

completed

up to last

month

(m)

Length

achieved

during the

month

(m)

Cumulative

Length

(m)

Balance

(m) Remarks

1

Underground

Excavation Top

Heading

744 103 47 150 594

2 Benching

4 Geotextile and

water proofing

3 Overt Lining


Pavement)

5

Grouting

/Drainage/ E&

M & other Misc.

Work.

Rock Classification : Tunnel-5 Support class B1 and C1

Tunnel5 Portal -1 Slope Stabilization (Ch.157+665to Ch. 157+675)

From EL.647 to EL.645 Excavation of frontal slopes, Drilling & installation of PG Rock Bolts, Fixing of

two layer wire mesh, laying of concrete for trapezoidal intercepting channel are under progress.

16. Review of Physical Progress

October-2014

Overall physical progress has improved since last month still it is behind the schedule.

Concessionaire is required to reorganize the teams deployed in section I &III without further delay

and in section –II ,the progress can be expedited by better resource managment &planning .the

progress in tunnelworks has picked up but required some more effort especially in tunnel -1 Portal-

2 where breakdown of machinaries was frequent. Sufficient nubmer of spareparts is required to be

stored. In structure works by better resource managment progress can be expedited. The progress

of road works will pick up only after construction of retaining walls in all the sections. It is expected

that the progress will further pick up in coming months.

November-2014

Overall physical progress is behind the schedule. Concessionaire is required to augment the

resources in all the sections order to achieve the targated progress as well as catch up the




Page 98

shortfall in progress till this period . The progress structure works can be expedited bu puttting

skilled manpower especially carpentas &barbenders. Succeding activities found held up due to

insufficient skilled manpower for bridges.The progress of tunnel works has picked up and likely to

be catch up the shortfall in coming months.

December-2014

Concessionaire is required to reorganise the resources especially in section-I &III to catchup the

targated overall physical progresss which behind the schedule till date . The progress structure

works can be expedited bu puttting skilled manpower especially carpentas & barbenders.

Succeding activities found held up due to insufficient skilled manpower for bridges.The progress

of tunnel works has picked however it can be expedited by putting more resources especially at

Tunnel T1 P2 side , Tunnel T4 P1 side & Tunnel T5 P1 side.

17 . Road Maintenance works of existing NH-21 (Km .73+200 to 186+500).

October-2014

Road Maintenance works complete in Nerchowk-SunderNagar Section and balance repair works

with bituminouse materials yet to be taken up from swarghat to Gambhar & Ghagas to Slapper.

Some new potholes have redeveloped in Bamta–Ghagas section. Concessionaire has been asked to

complete the balance road repair works for traffic worthy condition.

November-2014

Road Maintenance works completed in Ghagas to Nagchhala , Kiratpur to Bilaspur, Naunichowk to

Bamta Sections of NH-21. Balance repair works for isolated redevoloped potholes from Gamroula

to Gambhar are in progress. Concessionaire has been asked to complete the balance road repair

works for traffic worthy condition.

December-2014

Road Maintenance works for entire section has been completed till the end of the month but

requires regular maintanance to keep the road in traffic worthy condition as the sub base & heavy

movement of traffic may require continouse repair of existing road.

Annexure – A