SMEC International Pty. Ltd. in Association with SMEC ...nhai.org.in/spw/IEReport/788_SMEC-NHAI-MIR...

SMEC International Pty. Ltd. in Association with SMEC India Pvt. Ltd. & RODIC Consultants Pvt. Ltd. 5th Floor, Tower C, DLF Building No. 8, DLF Cyber City, Phase II, Gurgaon, (Haryana), INDIA Telephone: +91-124-4552800, 4501100 Facsimile: +91-124-4380043 [email protected] www.smec.com

SMEC International Pty. Ltd. in Association with SMEC India Pvt. Ltd. & RODIC Consultants Pvt. Ltd. Project Site Office: Gund Adul Koot, Banihal, District Ramban, Jammu&Kashmir, 182146, INDIA

Date: 13th December 2014

The Project Director Our Ref.: 5061142/788 Project Implementation Unit, National Highway Authority of India, Airport Road, Parry Pora, Srinagar Jammu and Kashmir - 190005. Telefax – 0194 - 2478026.

Sub.: Independent Engineer services for 4-laning of Quazigund to Banihal section from Km 189.350 to Km 204.700 of NH 1A including 2 tunnels (2 lane) of 0.69 km and 8.45 km length on NH-1A on BOT(Annuity) basis in the State of Jammu & Kashmir (Package No. IE/NHDP-Phase-II/BOT/II/J&K)

Monthly Inspection Report No. 41

Ref: Dear Sir, It is our pleasure to submit to you five copies of the Monthly Inspection Report No.41 for the month of November 2014. Yours faithfully Michael Kastner Authorised Representative SMEC International Pty. Ltd.

CC: 1. Chief General Manager, RO, NHAI, Jammu (J&K) (by email) - along with one copy 2. M/s. NEC, Village – Nowgam, Banihal, (J&K) (by email) - along with two copies

3. Mr. M.A.Rankin,Team Leader, SMEC International Pty. Ltd., ND (by email) 4. RODIC Consultants, Gurgaon (by email)

attachment: monthly report November 2014.

.

1

Monthly Inspection Report November- 2014

Independent Engineer services for 4-laning of Quazigund to Banihal section from Km 189.350 to Km 204.700 of NH 1A including 2 tunnels (2 lane) of 0.69 km and 8.45 km length on NH-1A on BOT(Annuity) basis in

the State of Jammu & Kashmir

(Package No.: IE/NHDP-Phase-II/BOT/II/J&K)

SMEC International Pty.Ltd.

In association with

SMEC India Pvt.Ltd. & RODIC Consultants Pvt.Ltd.

Monthly Inspection Report Rehabilitation, Strengthening and FourLaning of Quazigund to Banihal

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Contents:

1. SALIENT FEATURESOF PROJECT...................................................................... 05-06

2. PROGRESS AT A GLANCE…………………………………………………………. 07-08

3. GEOLOGICALREPORT......................................................................................... 09

4. EXCAVATION REPORT………………………………………………………………. 10-12

5. GEOTECHNICAL REPORT…………………………………………………………… 13-14

6. TUNNEL LINING REPORT..................................................................................... 15-17

7. MATERIAL REPORT.............................................................................................. 18

8. HYDROLOGICAL / DRAINAGE REPORT............................................................. 19-20

9. BRIDGES / STRUCTURES REPORT..................................................................... 21

10. SURVEY REPORT…………………………………………………………………….. 22

11. ROAD AND HIGHWAY……………………………………………………………….. 23

12. MONTHWISE PROGRESS REPORT..................................................................... 24-32

13. TUNNEL ACTIVITIES............................................................................................. 33

14. UPTO DATE PROGRESS REPORT...................................................................... 34

15. MAN-POWER DEPLOYED FOR PROJECT.......................................................... 35-39

16. PLANT AND MACHINERIES.................................................................................. 40-43

17. CORRESPONDANCE LISTS................................................................................. 44-47

18. PROGRESS REPORT ON L- SECTION…………………………………………… 48


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1. SALIENT FEATURES OF PROJECT

Employer : M/S National Highways Authority of India Independent Engineer: M/S SMEC International Pty. Ltd., in

association with SMEC India Pvt. Ltd. & RODIC Consultants Pvt. Ltd.

Concessionaire : M/S NavayugaQuazigund Expressway Pvt. Ltd. EPC Contractor : M/S Navayuga Engineering Company Ltd. Concession Period: 20 Years (Including 5 Years Construction Period) Date of Signing of CA : 13th Day of July’ 2010 Appointed Date : 5th June 2011 Performance Security : Rs.99.35 Crores Total Project Cost : Rs.1987.00 Crores (Concession Agreement) Annuity (Half Yearly) : Rs.245.00 Crores Schedule Project Completion Date : 2nd June’ 2016 Targeted Project Completion Date : 31st December’ 2015


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MAIN FEATURES OF DESIGNED ALIGNMENT (A) Tunnels One tunnel for crossing of Main Pir Panjal Ranges have been designed, main features of this tunnel is:

Tunnel No.2

Special Features Twin Tube Solution*

Length 1stTube: 8429 m and 2ndTube: 8444 m, Both tunnels are connected with crosspassages at an interval of 500 m

Functional Cross Section

7.0 m single lane carriage waywith an emergency lane, Driving lane 3.75 m wide andemergency lane 3.25 m wide, Vertical clearance 5 m

Firefighting and Scudder system

SCADA System, Fire Fighting system

* Twin tube solution approved by NHAIvideletter no.NHAI/BOT/11019/5/2010/QB/387

Dt.26.05.2011 **Viaduct of length 1526 m approved by NHAI HO & conveyed vide PD’s letter no.PD/SGR/14001/2014/Gen/049 dated: 30.10.2014 In lieu of short tunnel T 1 (696 m length & viaduct of length 730 m) (B) Bridges and other Structures

Major Bridges – 1 No. Four Lane Bridge across River Bichlari at km.189.420

Minor Bridges – 6 Nos.

Across a stream/ Distributary at km 189.85 Across a Distributary at km 190.110 Across a stream at km 190.810 Across a stream at km 191.300 Across a Stream at km 193.380 Across a Stream at km 193.66

Rail Under Bridge RUB on Katra-Quazigund New B.G. Railway line at km.191.097 (Railway Chainage 151.710).

Viaduct Viaduct at km.192.248 Bridge cum viaduct at km.194.870


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2. PROGRESS AT A GLANCE TOTAL PROGRESS PLANNED V/S ACHIEVED UPTO 30-11-2014

Po

rtal

Tu

be

Act

ivit

y

Cumulative Ending November 2014

Planned Programme

Ach

iev

ed

Excess/ Shortage (Length Wise)

Excess/ Shortage (%)

Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Jul-11

Jul-13

Jul-14

Jul-11

Jul-13

Jul-14

Jul-11

Jul-13

Jul-14

So

uth

1

Heading 3430 3171 2857 2102 -1328 -1069 -755 -39 -34 -26 Benching 3385 3027 2530 2002 -1383 -1025 -528 -41 -34 -21

Water Proofing & Geo-textile

NM 2240 NM 375 - -1865 - - -83 -

Lining 3210 2013 1507 358 -2852 -1655 -1149 -89 -82 -76 Top Slab 3060 1788 0 0 -3060 -1788 0 -100 -100 0

2



NM 2192 NM 0 - -2192 - - -100 -

Lining 3210 1823 1067 0 -3210 -1823 -1067 -100 -100 -100 Top Slab 3060 1626 0 0 -3060 -1626 0 -100 -100 0

No

rth

1



NM 2240 NM 225 - -2015 - - -90 -

Lining 2840 2113 914 188 -2653 -1925 -727 -93 -91 -79 Top Slab 2790 1788 0 0 -2790 -1788 0 -100 -100 0

2

Heading 3020 3115 2836 2122 -898 -993 -714 -30 -32 -25

Benching 2990 3043 2593 *1974 -1016 -1069 0 -34 -35 -24 Water

Proofing & Geo-textile

NM 2240 NM 0 - -2240 - - -100 -

Lining 2840 1938 1328 0 -2840 -1938 -1328 -100 -100 -100 Top Slab 2790 1788 0 0 -2790 -1788 0 -100 -100 0

*upto1868 & 1875 to 1955 & 2022 to 2048


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TOTAL PROGRESS PLANNED V/S ACHIEVED during November 2014 P

ort

al

Tu

be

Act

ivit

y

During November-2014

Planned Programme

Ach

ieve

d



Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Jul-

11

Jul-

13

Jul-

14

Jul-

11

Jul-

13

Jul-

14

Jul-

11

Jul-

13

Jul-

14

Sou

th

1



NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 245 0 -80 -162.5 -245 -100 -100 -100 Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0

2



NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 249 0 -80 -162.5 -249 -100 -100 -100

Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0

Nor

th

1

Heading 80 100 147 0 -80 -100 -147 -100 -100 -100

Benching 80 112 129 0 -80 -112 -129 -100 -100 -100


NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 153

-80 -162.5 -153 -100 -100 -100

Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0

2

Heading 80 105 147 0 -80 -105 -147 -100 -100 -100

Benching 80 84 111 0 -80 -84 -111 -100 -100 -100


NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 264 0 -80 -162.5 -264 -100 -100 -100

Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0


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3. GEOLOGICAL REPORT No excavation progress in Tube-1 & in Tube-2 in Banihal area (South) and in Tube-1 & Tube-2 in Quazigund area (North) was achieved during the month of November-2014 by the Concessionaire.

The IE team remained busy with the inspection of Tunnels in South (Banihal) and in North (Qazigund) during the month under report. Such Tunnels were closely monitored to check any type of failure like buckling, bulging, development of all types of cracks due to hydraulic pressure and final adjustment of blasted rocks.

The final adjustment / settlement of rocks through which two tubes encompass was also kept under close supervision by inspecting the tubes repeatedly by IE Team.


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4. EXCAVATION REPORT

South Portal / North Portal: Excavation in both the tubes of South Portal as well as North Portal remained suspended from 3rd week of April 2014 due to material shortage and in particular due to shortage of diesel.

Planned programme formulated in July 2011, July 2013& July 2014 got affected and the progress from month of May toNovember 2014 remained zero. As per above planned programs, the progress at the end of November 2014 should have been as follows:

TOTAL PROGRESS PLANNED V/S ACHIEVED UPTO 30-11-2014

Po

rtal

Tu

be

Act

ivit

y


Planned Programme

Ach

iev

ed



Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Jul-11 Jul-13 Jul-14 Jul-11 Jul-13 Jul-14

Jul-11

Jul-13

Jul-14

So

uth

1 Heading 3430 3171 2857 2102 -1328 -1069 -755 -39 -34 -26 Benching 3385 3027 2530 2002 -1383 -1025 -528 -41 -34 -21


No

rth


2 Heading 3020 3115 2836 2122 -898 -993 -714 -30 -32 -25 Benching 2990 3043 2593 *1974 -1016 -1069 0 -34 -35 -24

*Upto1868 & 1875 to 1955 & 2022 to 2048

In addition to above, the plan for executing the work during the month of November-2014could not be achieved and the progress during the month of November 2014 should have been as follows.


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TOTAL PROGRESS PLANNED V/S ACHIEVED during November 2014

Po

rtal

Tu

be

Act

ivit

y


Planned Programme

Ach

ieve

d



Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Jul-11 Jul-13

Jul-14

Jul-11

Jul-13

Jul-14

Jul-11

Jul-13

Jul-14

Sou

th 1

Heading 100 100 140 0 -100 -100 -140 -100 -100 -100

Benching 80 112 112 0 -80 -112 -112 -100 -100 -100

2 Heading 100 100 134 0 -100 -100 -134 -100 -100 -100

Benching 80 112 112 0 -80 -112 -112 -100 -100 -100

Nor

th 1

Heading 80 100 147 0 -80 -100 -147 -100 -100 -100

Benching 80 112 129 0 -80 -112 -129 -100 -100 -100

2 Heading 80 105 147 0 -80 -105 -147 -100 -100 -100

Benching 80 84 111 0 -80 -84 -111 -100 -100 -100 The concessioner has not even adhered to revised program R2 also and the progress during this month also remained zero which will increase the delay period and will become impossible to complete the project in time. In order to cover the shortages and to complete the work in time the concessioner has to make proper arrangements of machinery, manpower and most importantly material, so that work is not affected anymore in future and even the shortages can be covered with minimum loss of time. As already submitted the report regarding the development of cracks above portal at north side, no remedial measures are being taken to protect the portal slopes as yet.


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Cracks above North Portal

In view of the preparedness for the proposed resumption of work, IE team did enquire about the status of the machinery from Mr. Raju, Mechanical head NEC north portal. He gave us assurance that they are in a position to start the work instantly without any delay once they get green signal from head office. All the equipment’s at north portal are being checked/started/driven twice in a month. Batteries of all the equipment’s are being removed and kept on charging periodically.


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5. GEOTECHNICAL REPORT

1. There is no change in the Progress achieved during the month of November 14 either in Heading / Benching and is same as reported last in respect of both the Portals besides that no Convergence observations can be shared due to non-sharing of any convergence diagrams by NEC during the month.

2. There is no change in the Progress achieved during the month of November 14 either in Heading / Benching and is same as reported last in respect of both the Portals besides that no Convergence observations can be shared due to non-sharing of any convergence diagrams by NEC during the month.

3. The Eupalinos software for the development of convergences on both Sides i.e. South Portal side as well as North Portal side,has got expired by the end of September 14, and is awaiting its renewal. NEC’S attention is solicited to be drawn for its early renewal for timely and effective monitoring, which at present in not being carried out by NEC due to non-availability of Eupalinos software.

4. Contractual obligation under contract Sub clause 362.1.1.5 and the IS code 15026-2002 is not being followed and adhered to by NEC in the best interest of the project.

5. No measures have been initiated by the NEC till the end of Nov 14 regarding Stabilization of North Portal Formation (Pl refer letter No 5061142/760 dated 13.10.14). NEC’s attention is solicited towards the same.

6. No initiative is being taken by the NEC for the Installation of Load cells / Extensometer although Geotechnical Instrumentation and Monitoring document from GEO Consultants and the IS code 15026-2002 clearly specifies for the Installation of Load cells / Extensometer as a permanent requirement for the prolonged monitoring and observance of displacements if any in the Tunnels, (may please refer chapter 3 of GEO CONSULTANTS in this regard) Since at present no work is in progress and it would have been appropriate to go for the installation of Load cells / Extensometer but the same is not being attention by NEC.

7. The lattice Girders as well as the Wire mesh which forms a major component of Support system is lying in open subjecting it to weathering conditions / rusting, thereby losing its structural properties and the status holds good for Both South and North Portal Sides.

NEC’s attention is solicited in this regard besides for checking Structural Property as per Design and the relevant IS codes before its use.

Stacking of Wire Mesh / Lattice Girders / Rock Bolts in Open

8. Number of patches has developed both in T1 and T2 (North Portal) due to erosion of shotcrete from the rock surface, a lot of un-attended moisture too has helped the development of shotcrete less patches leaving the rock surface exposed.

NEC’s attention is solicited to be drawn for taking care of such spots / patches for the structural stability/safety of the Tunnels, rather than leaving the Caverns un-attended for long.


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Non- Conformity Reports

Two numbers NCR’s bearing No 35 & 36 are still open to get addressed by the NEC.


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6. TUNNEL LINING REPORT South Portal/ North Portal Final Lining work which was in progress for Tube – 1 of both the portal i.e North as well as South Portal was slowly progressingtill 3rd week of April 2014 and thereafter it was suspended in the month of May 2014. The Programmed Progress and the actual achievement shows lot of difference which is reproduced as follows:

TOTAL PROGRESS PLANNED V/S ACHIEVED UPTO 30-11-2014

Po

rtal

Tu

be

Act

ivit

y


Planned Programme

Ach

ieve

d



Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Ori

gin

al

Rev

ised

Rev

ised

Jul-11

Jul-13

Jul-14

Jul-11

Jul-13

Jul-14

Jul-11

Jul-13

Jul-14

Sou

th

1


NM 2240 NM 375 - -1865 - - -83 -

Lining 3210 2013 1507 358 -2852 -1655 -1149 -89 -82 -76 Top Slab 3060 1788 0 0 -3060 -1788 0 -100 -100 0

2


NM 2192 NM 0 - -2192 - - -100 -

Lining 3210 1823 1067 0 -3210 -1823 -1067 -100 -100 -100 Top Slab 3060 1626 0 0 -3060 -1626 0 -100 -100 0

Nor

th

1


NM 2240 NM 225 - -2015 - - -90 -

Lining 2840 2113 914 188 -2653 -1925 -727 -93 -91 -79

Top Slab 2790 1788 0 0 -2790 -1788 0 -100 -100 0

2


NM 2240 NM 0 - -2240 - - -100 -

Lining 2840 1938 1328 0 -2840 -1938 -1328 -100 -100 -100 Top Slab 2790 1788 0 0 -2790 -1788 0 -100 -100 0


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TOTAL PROGRESS PLANNED V/S ACHIEVED during November 2014 P

orta

l

Tub

e

Act

ivity


Planned Programme

Ach

ieve

d



Orig

inal

Rev

ised

Rev

ised

Orig

inal

Rev

ised

Rev

ised

Orig

inal

Rev

ised

Rev

ised

Jul-11 Jul-13 Jul-14

Jul-11

Jul-13 Jul-14 Jul-11 Jul-13

Jul-14

Sou

th

1


NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 245 0 -80 -162.5 -245 -100 -100 -100

Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0

2


NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 249 0 -80 -162.5 -249 -100 -100 -100

Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0

Nor

th

1


NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 153 -80 -162.5 -153 -100 -100 -100

Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0

2


NM 160 NM 0 - -160 - - -100 -

Lining 80 162.5 264 0 -80 -162.5 -264 -100 -100 -100

Top Slab 100 162.5 0 0 -100 -162.5 0 -100 -100 0 In view of the above progress details and suspension of works due to material shortage, it is very difficult to complete the work in time and if the work remained suspended for more time then achieving and completing work in time is next to impossible for which concessioner had to bear great loss due to extension of time.

Block No. SP1 SP2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69

F.Lining 22.9.13 12.12.13 1.10.13 7.10.13 20.12.13 6.1.14 27.12.13 14.10.13 19.10.13 22.10.13 25.10.13 08.1.14 15.1.14 29.10.13 20.1.14 2.11.13 11.11.13 20.11.13 27.1.14 31.1.14 7.2.14 14.02.14 15.03.14 28.03.14 29.03.14 2.06.14 10.06.14

Membrane

28.9

B_1 B_4 B_5 B_2 B_1 B_4 B5+B2 B_1 B_4 B5+B2 B9+B2

205.

0

Niche G1/2 G3/4 E1 G5/6 G7/8 F1 G9/10 G11/12 E2 G13/14 G15/16

Month

NP2 NP1 673 672 671 670 669 668 667 666 665 664 663 662 661 660 659 658 657 656 655 654 653 652 651 650 649 648 647 646 645 644 643 642 641 640 639 638 637 636 635 634 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 611 610 609 608 607 606

3.9.13 26.9.13 13.9.13 1.11.13 8.11.13 30.1.14 2.2.14 8.2.14 12.2.14 21.2.14 12.3.14 15.3.14 24.3.14 8.4.14

B_10 B_1 B2+B3 B_4 B_5 B_2 B_4 B_5 B_2 B_4 B5+B2 B9+B8

G285/286 E34 G279/280 277/278 F33 E33 F32

This chart is prepared as per Location of Inner Lining Block Joints 1 South Portal

2 North Portal

B_1,B_2,B_3,B_4,B_5,B_8,B_9 & B_10

North Portal South Portal

Tube No.1 16.80 + 8.15 +(3X12.50) = m Tube No.1 16.80 + 3.45 +(1X12.50) = m

Tube No.2 16.80 +0.925 +(4X12.50) = m Tube No.2 16.80 +5.07 +(1X12.50) = m

LINING PROGRESS

T 1 T 1

T 2 T 2

Narinder Sharma Assistant Tunnel Lining Engineer.

UPTO 30-11-2014Month: November 2014 LINING STATUS REPORT

North Portal

South Portal

1963

43.7

90

1963

56.2

90

1963

68.7

90

1963

81.2

90

1963

93.7

90

1964

06.2

90

649.

95

662.

45

674.

95

687.

45

699.

95

712.

45

724.

95

737.

45

749.

95

2032

43.7

50

2032

31.2

50

2032

18.7

50

2032

06.2

50

2031

93.7

50

2031

81.2

50

2031

68.7

50

1964

18.7

90

762.

45

774.

95

787.

45

799.

95

812.

45

824.

95

837.

45

849.

95

862.

45

2031

56.2

50

2031

43.7

50

795.

25

807.

75

820.

25

832.

75

845.

25

857.

75

870.

25

1961

31.2

90

1961

43.7

90

1961

56.2

90

1961

68.7

90

1961

81.2

90

1961

93.7

90

1962

06.2

90

1962

18.7

90

1962

31.2

90

1962

43.7

90

1962

56.2

90

1962

68.7

90

1962

81.2

90

1962

93.7

90

1963

06.2

90

1963

18.7

90

1963

31.2

90

682.

75

695.

25

707.

75

720.

25

732.

75

745.

25

757.

75

770.

25

782.

75

570.

25

582.

75

595.

25

607.

75

620.

25

632.

75

645.

25

657.

75

670.

25

2033

56.2

50

2033

43.7

50

2033

31.2

50

2033

18.7

50

2033

06.2

50

2032

93.7

50

2032

81.2

50

2032

68.7

50

2032

56.2

50

574.

95

2034

43.7

50

2034

31.2

50

2034

18.7

50

2034

06.2

50

2033

93.7

50

2033

81.2

50

2033

68.7

50

587.

45

599.

95

612.

45

624.

95

637.

45

1961

18.7

90

399.

95

G273/274

2035

93.7

5041

2.45

2035

68.7

50

2035

81.2

50

2036

68.7

50

362.

45

1960

56.2

90

2034

56.2

50

487.

4520

3518

.750

499.

95

512.

45

524.

95

2035

43.7

50

2035

31.2

50

462.

45

474.

95

562.

45

G269/270G271/272 Jetfan53/54

South Portal (West Tube)

North Portal (West Tube)

Tu

be

N

o.1

537.

45

549.

95

199.

95

212.

45

224.

95

237.

45

124.

95

137.

45

149.

95

162.

45

174.

95

62.4

5

449.

95

437.

45

151.

0

134.

0

127.

0

557.

7519

6106

.290

482.

75

495.

25

507.

75

520.

25

532.

75

545.

25

407.

75

420.

25

432.

75

445.

25

457.

75

470.

25

Remarks

1958

18.7

90

295.

25

307.

75

Jetfan 3/4

112.

45

424.

95

312.

45

324.

95

337.

45

349.

95

1957

31.2

90

G281/282 G275/276

2037

18.7

50

2037

06.2

50

357.

75

370.

25

374.

95

130.

0

164.

0

382.

75

395.

25

320.

25

1959

56.2

90

1958

68.7

90

1958

06.2

90

1957

18.7

90

1957

43.7

90

1957

56.2

90

1957

81.2

90

270.

25

282.

75

1958

93.7

90

1959

06.2

90

332.

75

345.

25

1958

81.2

90

1958

31.2

90

1958

43.7

90

170.

25

125.

0

132.

0

135.

0

137.

0

207.

75

120.

25

Jetfan 1/2

115.

0

117.

0

115.

0

Invert/Abutment

Invert/Abutment

Block No.

F.Lining

Membrane

20.2

5

32.7

5

1955

56.2

90

1955

68.7

90

1955

81.2

90

Tu

be

N

o.1

0.00

16.8

0

Ch

ain

age

in K

M.

Block Chainage

1955

48.5

40

2039

06.2

50

74.9

5

87.4

5

99.9

5

95.2

5

150.

0

37.4

545

.25

57.7

5

70.2

5

107.

75

132.

75

145.

25

157.

75

172.

0

Fire Fighting Recess

LEGEND

Groundwater Niche

Emergency Niche

Abutment

Note:

12.4

5

Jetfan59/60

82.7

519

5631

.290

1956

56.2

90

1956

68.7

90

1956

43.7

90

G283/284

1955

93.7

90

1956

06.2

90

220.

25

195.

25

232.

75

274.

95

1957

93.7

90

257.

75

245.

25

182.

75

1957

06.2

90

1957

68.7

90

187.

45

146.

0

262.

45

2040

06.2

00

2039

93.7

50

2039

81.2

50

2039

68.7

50

2039

56.2

50

2039

43.7

50

2039

31.2

50

2036

93.7

50

62.450

Reinforcement Area

Sidewall Drain

Smoothning Layer

Waterproofing

Final Lining

2038

93.7

50

2038

81.2

50

2038

68.7

50

2038

56.2

50

2037

81.2

50

2038

43.7

50

2038

31.2

50

2038

18.7

50

2038

06.2

50

2039

18.7

50

67.725

Length of Reinforcement Section

32.750

Invert

Recesses (120x200)

Jetfan Niche

34.37

138.

0

2034

93.7

50

2034

81.2

50

2034

68.7

50

2036

56.2

50

2036

43.7

50

2036

31.2

50

2036

18.7

50

2036

06.2

50

2035

56.2

50

2037

31.2

50

2035

06.2

50

1960

06.2

90

1960

81.2

90

1959

68.7

90

1959

81.2

90

1959

93.7

90

1960

68.7

90

1960

93.7

90

1960

18.7

90

1960

31.2

90

1960

43.7

90

Jetfan55/56

137.

0

140.

0

136.

0

132.

0

159.

0

49.9

5

0.00

24.9

5

142.

0

140.

0

287.

45

102.

0

1956

81.2

90

1956

93.7

90

175.

0

249.

95

145.

0

135.

0

135.

0

117.

0

138.

0

127.

0

Jetfan57/58

136.

0

LEGEND Lining Progress

NATIONAL HIGHWAY AUTHORITY OF INDIA

SMEC INDIA - RODIC CONSULTANTS PVT.LTD.

NH-1A, BANIHAL TO QUAZIGUND ROAD TUNNEL ( Ch.189.350 to Ch.204.700) JAMMU & KASHMIR

387.

45

Month

Chainage in KM.

Block Chainage

Niche

1956

18.7

90

1959

18.7

90

Jetfan 5/6

1959

31.2

90

2037

68.7

50

2037

56.2

50

2037

43.7

50

2037

93.7

50

299.

95

2036

81.2

50

1958

56.2

90

1959

43.7

90

Jet Jet

PC

P-1

Jet

Jet Jet Jet

PC

P-0

6Jet

8.45 KM

4.225 KM2.115 KM 2.115 M

188.00M 358.00 M


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7. MATERIAL REPORT 7.1 Cube Compressive Strength of Bridges/Structures

Date of Casting

Date of testing 7 days

Average Comp.

strength (Mpa)

Date of testing 28 days

Average comp.

strength (Mpa)

Location

13.10.14 20.10.14 24.30 10.11.14 36.74 RCC. Pipe Culvert ,Cusion Concrete, at CH 190.660 KM 13.10.14 20.10.14 23.85 10.11.14 34.67

16.10.14 23.10.14 23.56 13.11.14 33.48 RCC. Pipe Culvert ,Slab & Encasing at CH 190.660 KM 16.10.14 23.10.14 23.85 13.11.14 35.26

Note:

1. Batching plantCalibrationsdone at North Portal.


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8. HYDROLOGICAL/DRAINAGE REPORT (A) Drainage in Tunnel Tubes: (a) South Portal:

The seepages during the month under report remained by and large under control. However, damp to wet conditions were observed in tube 1 with no flowing discharge. The seepages in tube 2 were observed from wet to flowing condition with minor flowing @ 1 L/s. The temporary drains though were cleaned to keep the tunnel surface in dry condition but extra care is to be taken to keep the water in drains to flow smoothly without any hindrance in between or damaging the side of drain by moving vehicles inside the tunnel tube. However, The Concessionaire is suggested to take extra care for keeping the temporary drains in good working conditions.

.

(b) North Portal:

The precipitation in this side of the tunnel in form of the rain during the month under report remained almost negligible and also no fresh seepage was observed except seepage which was active for the last three months at face NT2 has considerably decreased and seepage from crown and side walls in the form of trickling of drops also seen at places NT1 and NT2. However side drains are effectively maintained by in-charge of executing agency NECL Pvt. Ltd. at North Portal which is taking care of the water coming out from NT1 and NT2. During the Month under report the work remained suspended again as has been in the last few Months. The executing agency at site has been impressed upon again to take the following majors before work will start again for smooth functioning of the work.

1. Installation of V-notch for measuring discharge in both the tunnels. 2. Conducting of water testing to PVC perforated pipe to ascertain workability of the PVC side

drain before achieving more progress in lining in NT1 to avoid any sort of problem after completion of work.

3. Conducting of water testing to the water coming from NT1 & NT2 at north portal as per the demands of the locals of the area using this water for farming and fish life.

(B) Sedimentation and De-oiling tank: (a) South Portal:

The inflow to the sedimentation tank is slightly less than what was observed last month and because of slightly lower seepage from the tunnel tubes, the discharge of water entering to the tank is under control. As the tank is not being properly regulated for settlement of fine particles, the out flow from tank is not as per normal standards. This untreated water is discharged in nearby stream though it passes through one more sump tank near the stream. However, the executing agency is suggested to regulate the inflow and out flow in a systematic manner so that sedimentation tank work efficiently in absence of regulatory gates. (b) North Portal:

The existing sedimentation and de-oiling tank being defunct, the water coming from NT1 and NT2 directly fall in nearby nallah which results danger to human life, fish life and to the fields using this water for agriculture purpose by the local farmers.


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Now executing agency at North Portal has started construction of new sedimentation and de-oiling tank and work is in progress. The in-charge of executing agency has been impressed upon to take all measures during the construction in order to avoid this new sedimentation tank will not become defunct as old one which is not having proper cleaning mechanism. (C) Construction of structural works near stream: The concessioner was many times requested in the past that gauges may be installed near bridge no 1 and RUB , so that discharge is measured in the river and necessary protection works designed in order to prevent floods to damage road alignment. The concessioner is again suggested to install gauges at critical locations so that discharge of river is monitored and necessary remedial measures be taken.


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10. BRIDGES/STRUCTURES REPORT

(A) Construction of pipe culvert (single pipe) 191.652km PCC work is completed (B) Viaduct at chainage 194.236 Km Excavation work for approach road towards Pier no 2 left side(P2L)and foundation of P2L is in progress.

Note:

The Bridge no.1 and 4 are in need of steel plate girders, bearings and expansion joints, because at Bridge No.1, cap of abutment A1L, A1R, A2R and A2L, pier cap P1R, P1L, P2L and P2R are completed. At Bridge No. 4 both abutments are ready to receive POT-CUM-PTFE bearings and fabricated steel plate girders. Now it is necessary to expedite fabrication of steel plate girders.


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10. SURVEY REPORT

North Portal/ South Portal The work on the project remained suspended during this month also.However following instructions / suggestions where given to the concessioner so that work runs smoothly as and when resumed again. 1. The contractor is instructed to Renew the License of Survey software Eupalinos as it has expired from 30.09.2014.

2. The contractor was instructed to submit the 3.D Monitoring survey data to concerned I.E on monthly basis.

3. The contractor is once again instructed to do the calibration of survey equipment’s on every alternate month & inform the concerned I.E for errors if any.

4. The contractor is instructed to maintain the good ventilation so that the survey work will not get affected due to bad visibility & fumes. The tube-2 in north portal witnessed very bad visibility due to accumulation of gas as the blower was removed for repair purpose and is not installed yet.

5. The contractor is strictly instructed to follow the clause 120.2 of the concession agreement which relates to survey works.

6. The contractor is instructed to maintain proper lighting facility in both tubes of each portals especially during 3D Monitoring & profile checking/marking in order to reduce the errors if any to maximum.

7. No NCR has been issued to the contractor both at North/South Portal during this month under report.


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11. ROAD AND HIGHWAY

(A) Details of Progress of proposedroad:

No work carried out during the month under report.

(B) The accidental data on existing NH-44 (1A) for the month of Oct-Nov-2014 collected from respectively department is attached as follows:

ABSTRACT OF ACCIDENT DATA FOR THE MONTH OF OCT- NOV - 2014

Sno

Sta

te

Name Of The Project

Stretch from KM 189.350 to KM

220.700

Leng

th K

M

Details of Accident

Ani

mal

s ki

lled

Rem

arks

From -Km

To- Km Fatal Grievous Minor Total

1 2 3 4 5 6 7 8 9 10 11 12 1

Jam

mu

& K

ashm

ir

4- Laning of Quazigund to

Banihal section from KM

189.350 to 204.700 of NH -1A including 2

tunnels (2-lane) of 0.69km and 8.45km length

oh NH – 44(1A) on BOT

(Annuity) basis in the state of

Jammu & Kashmir

196.200 196.500 0.300 - - 1 1 - -

2 205.200 205.300 0.100 1 - 1 2 - -

3 203.500 204.000 0.500 1 - - 1 - -

4 207.300 207.400 0.100 1 - - 1 - -

5 219.000 219.100 0.100 1 - - 1 - -

6 207.500 207.800 0.300 2 - - 2 - -

7 219.600 219.700 0.100 1 - - 1 - -


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12. MONTHWISE PROGRESS REPORT 12.1 Production (Planned v/s Achieved) ending November 2014 12.1.1 North Portal

3020.00

2990.00

2840.00

2790.00

3191.00

3046.00

2240.00

2113.00

1788.00

2973.00

2676.00

914.00

0.00

2252.00

2047.00

225.00

188.00

0.00

0.00 1000.00 2000.00 3000.00 4000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 1 AchievedPlanned Revised July 2014Planned Revised July 2013Planned Original July 2011

3020.00

2990.00

2840.00

2790.00

3115.00

3043.00

2240.00

1938.00

1788.00

2836.00

2593.00

1328.00

0.00

2122.00

1974.00

0.00

0.00

0.00

0.00 1000.00 2000.00 3000.00 4000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 2 Achieved

Planned Revised July 2014


Planned Original July 2011


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12.1.2 South Portal

3430.00

3385.00

3210.00

3060.00

3171.00

3027.00

2240.00

2013.00

1788.00

2857.00

2530.00

0.00

2102.00

2002.00

375.00

358.00

0.00

0.00 1000.00 2000.00 3000.00 4000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 1 AchievedPlanned Revised July 2014Planned Revised July 2013Planned Original July 2011

3430.00

3385.00

3210.00

3060.00

3161.00

3053.00

2192.00

1823.00

1626.00

2709.00

2600.00

1067.00

0.00

2074.00

1865.00

0.00

0.00

0.00

0.00 1000.00 2000.00 3000.00 4000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 2 Achieved



Planned Original July 2011


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12.2 Month Wise Progress Report 12.2.1 South Portal

100

80 80

100

100 11

2

160

162.

5

162.

5

140

112

245

00 0 0 0 00

25

50

75

100

125

150

175

200

225

250

275

300

325

Heading Benching Water Proofing and Geo-Textile

Lining Top Slab

Original (2011)

Revised (2013)

Revised (2014)

Achieved During November-14

Tube - 01

100

80 80

100

100 11

2

160

162.

5

162.

5

134

112

249

0

0255075

100125150175200225250275300


Lining Top Slab

Original (2011)

Revised (2013)

Revised (2014)


Tube - 02


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12.2.2 North Portal

80 80 80

100

100 11

2

160

162.

5

162.

5

147

129 15

3

00 0 0 0 00

25

50

75

100

125

150

175

200

225

250

275

300


Lining Top Slab

Original (2011)

Revised (2013)

Revised (2014)


Tube - 0180 80 80

100

105

84

160

162.

5

162.

5

147

111

264

0

0

25

50

75

100

125

150

175

200

225

250

275

300


Lining Top Slab

Original (2011)

Revised (2013)

Revised (2014)


Tube - 02


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12.3 CYCLE REPORT 12.3.1 North Portal-Tube I / Tube II - South Portal-Tube 1 / Tube II No data for time cycle submitted by the Concessionaire as no work in both the Tubes at both portals in heading and benching carried out during the month under report due to shortage of material.


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13. TUNNEL ACTIVITIES

13.1 North Portal-Tube I / Tube II - South Portal-Tube 1 / Tube II: Work Suspended due to Material Shortage

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14. UPTO DATE PROGRESS REPORT

NATIONAL HIGHWAYS

AUTHORITY OF INDIA

SMEC INTERNATIONAL PTY. LTD. In association with

SMEC India Pvt. Ltd. & RODIC Consultants Pvt. Ltd.

NH-1A, Banihal to Quazigund Road Tunnel Project (Ch. 189.350 to Ch. 204.700) J & K

Up to Date Progress Report Name of concessionaire: NavayugaQuazigund Expressway Pvt. Ltd.

Name of EPC Contractor: Navayuga Engineering Company

Month:November-2014 Date: 30.11.2014

Tu

be

Un

it

To

tal L

eng

th

Des

crip

tio

n South Portal North Portal

To

tal M

on

th

Pro

gre

ss

To

tal U

p t

o

Dat

e

Bal

ance

Up

to

p

revi

ou

s M

on

th

Du

rin

g

the

Mo

nth

up

to

D

ate

up

to

P

revi

ou

s M

on

th

Du

rin

g

the

Mo

nth

Up

to

D

ate

1 RM 8442.51 Top Heading 2102.00 0 2102.00 2252.00 0 2252.00 0 4354.00 4088.51

Benching 2002.00 0 2002.00 2047.00 0 2047.00 0 4049.00 4393.51

2 RM 8457.45 Top Heading 2074.00 0 2074.00 2122.00 0 2122.00 0 4196.00 4261.45

Benching 1865.00 0 1865.00 1974.00 0 1974.00 0 3839.00 4618.45


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15. MANPOWER DEPLOYED FOR PROJECT Note: The list is updated as per MIR from concessioner submitted in month of August- 2014 Key Staff

Sl.No. Name Designation

1 Mr. Md.Sirajuddin Regional Director from Kolkata 2 Mr. Pannagaraj M.K. Vice President (Project) from CO 3 Mr. Deepak Surinder Kumar General Manager- Tunnel Expert 4 Mr. P. Satyanarayana Deputy General Manager 5 Mr. Ch. BalaSubramanyam Project Manager

Execution South Portal


1 Mr. Binay Kumar Sr. Dy. Manager 2 Mr. NaveedSaifWani Asst. Manager 3 Mr. V.M.V.Ramanchary Senior Engineer 4 Mr. SK Sunil Senior Site Engineer 5 Mr. Anil Bhardwaj Sr. Site Engineer 6 Mr. Suresh Kumar Meena Site Engineer 7 Mr. Rajendra Singh Rawat Geologist 8 Mr. Madhuresh Kumar Singh Jr. Engineer (Electrical) 9 Mr. Pradeep Singh Jr. Officer Geologist 10 Mr. Laxmander Pal Sr. Foreman (Tunnel) 11 Mr. Mujeeb Ur Rehman Foreman-Tunnel 12 Mr. Pawan Kumar Singh Foreman-Tunnel 13 Mr. Ajay Kumar Foreman 14 Mr. Mir Babbar TR. Engineer 15 Mr. Om Prakash Foreman 16 Mr. SehdevRana Foreman 17 Mr. Irshad Ahmed Lone Foreman 18 Mr. Latchayya Foreman 19 Mr. Rambabu Sr. Supervisor 20 Mr. Bashir Ahmed Wani Supervisor (Electrical) 21 Mr. Irfan Amin Itoo Tr Supervisor 22 Mr. SukanthNayak Supervisor 23 Mr. Debasishlanka Supervisor 24 Mr. Bashir Ahmad Supervisor 25 Mr. Ishaq Supervisor 26 Mr. Asruf Supervisor 27 Mr. Safiq Ahmed Kaully Supervisor 28 Mr. Sameer Ahmed Itoo Tr. Supervisor 29 Mr. Muzfara Ahmed wani Tr. Supervisor 30 Mr. Dharma Biswal Tr. Supervisor 31 Mr. Javeed Ahmed Sheikh Tr. Supervisor 32 Mr. Irshad Ahmed Wani Supervisor


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Roads & Bridges


1 Mr. V. SuneelBabu Senior DPM 2 Mr.LoyaNani Site Engineer 3 Mr. L. Aditya Engineer 4 Mr. S. Hari Prasad GTE 5 Mr. B. Raja Reddy Foreman 6 Mr. AamirMushtaq DTE (Mech.) 7 Mr. P. Jagannadam Sr. Supervisor 8 Mr. Kharjur Singh HR Assistant 9 Mr. K. Mohan Rao Sr. Supervisor

10 Mr. Manoj Kumar Swain Sr. Supervisor 11 Mr. M. LaxmanaRao Supervisor 12 Mr. P. MalleswaraRao Sr. Supervisor 13 Mr. G. Suresh Supervisor 14 Mr. Md. Iqbal Dar Supervisor 15 Mr. Imtiyaz Ahmed Mir Supervisor 16 Mr. S. KannaBabu Supervisor 17 Mr. Faiz Ahmed Gowhar Tr. Supervisor 18 Mr. K. KurmaRao Pump Operator

North Portal


1 Mr. DebyenduHaldar Sr. Dy. Manager 2 Mr. Ram PrakashGarla Sr. Engineer (Tunnel) 3 Mr. Jagtar Sigh Sr. Engineer 4 Mr. BalaKoteswaraRaoDasari Senior Site Engineer 5 Mr. Sree Ganesh Senior Site Engineer 6 Mr.SajadurRahmanGani Jr. Engineer (Civil) 7 Mr. Mushtaq Ahmed Bhat Jr. Engineer (Civil) 8 Mr. Davood Ahmed Rathar DTE (Civil) 9 Mr. Laxman Sigh Singwal Officer (Geologist)

10 Mr. Bhoopender Singh Geologist 11 Mr. PankajGulshan Jr. Geologist 12 Mr. Shoib Ahmed Khan DTE (Mech.) 13 Mr. Sheikh Mumin Amin DTE (Civil)

33 Mr. Iftikar Ahmed Supervisor 34 Mr. Babu Ram Nayak Supervisor 35 Mr. FarooqAhmedWani Camp Supervisor 36 Mr. K. Shibu Kumar Sr. Electrician 37 Mr. K. SuriBabu Sr. Mason 38 Mr. Ghani Khan Supervisor 39 Mr. Naval Singh Rajput Mechanic Charge Hand 40 Mr. Rajeev Kumar Singh Supervisor


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14 Mr. ArifHussainBeigh DTE (Mech.) 15 Mr. ZakirHussainNaik Tr. Engineer (Civil) 16 Mr. Y.S.Rathore Site Engineer (Electrical) 17 Mr. Bilal Ahmed Khan Tr. Engineer (Mechanical) 18 Mr. AnupkumarPandey Jr. Foreman 19 Mr. Dilip Kumar Sha Sr. Foreman 20 Mr. Vijay Kumar Charge man (Fitter) 21 Mr. Deepak Kumar Asstt. Foreman Electrical 22 Mr. Ritu Raj Suman Sr. Supervisor 23 Mr. Abdul QuayumParray Sr. Supervisor 24 Mr. K. Kumar Electrician 25 Mr. JakirHussain Computer Operator 26 Mr. Amrit Pal Singh Supervisor 27 Mr. Kamleshorai Supervisor 28 Mr. Irshad Ahmed Wani Supervisor 29 Mr. Mohd. Ismail Wani Tr.Supervisor

Plant & Machinery


1 Mr. Mushtaq Ahmed Ganai Chief Manager (Electrical) 2 Mr. Muneeb Ahmed Tak Sr. Manager (Electrical) 3 Mr. K. GopalKrishnamRaju Manager (Mech. Roads) 4 Mr. Niranjan Reddy Asst. Manager 5 Mr. IrfanElahi Lone Asst. Manager 6 Mr. Sunil Kumar Chauhan Sr.SiteEngineer (Fabrication) 7 Mr. HamsaRaju Asstt. Project Manager (Electrical) 8 Mr. JaggaRao Site Engineer 9 Mr. Jaya Prakash Site Engineer (Fabrication) 10 Mr. Tinku Adak Site Engineer (Fabrication) 11 Mr. Rama Bangaru Naidu Site Engineer (Electrical) 12 Mr. Rajesh Chakraborthi Site Engineer 13 Mr. Kuldeep Singh Site Engineer 14 Mr. G. VamsiKrishnam Naidu Site Engineer (Electrical) 15 Mr. V. Ramanna Site Engineer (Mech.) 16 Mr. MohitPlaha Site Engineer (Electrical) 17 Mr. G. Vinay Kumar GTE (Mech.) 18 Mr. GLR Srinivasa Reddy Site Engineer (Electrical) 19 Mr. Sunil Chand Ramola Sr. Foreman (Electrical) 20 Mr. T. Ansari Electrician 21 Mr. Farooq Ahmed Tantry Record keeper 22 Mr. Kurban Ansari Concrete Pump Operator 23 Mr. Ram KripalChoudhary Senior Mechanic 24 Mr. Satyendra Singh Foreman (Electrical)


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Planningand Monitoring

Sl.No. Name Designation 1 Mr. K. Sangamesh Sr. Engineer 2 Mrs. S. Sandhya Sr. Engineer

Quality Analysis and Quality Control


1 Mr. Kala Srinivasu Manager 2 Mr. Kranthi Kumar Site Engineer 3 Mr. Suraj Kumar Das G.T.E. 4 Mr. Rithesh Kumar Tiwari Sr. Lab Technician 5 Mr. Gajendra Singh Operator (B/Plant) 6 Mr. KoteswaraRao Lab Tech. 7 Mr. D. Damoder Operator (B/Plant) 8 Mr. K. ChinnaVenkanna Lab Assistant 9 Mr. D. Gangayya Lab Technician 10 Mr. TirupatiRao B/P Operator

Administration

Survey

Sl.No. Name Designation 1 Mr. P. Rama Krishna Accounts Officer 2 Mr. A.SrinivasaRao Sr. HR Officer 3 Mr. Vinay Jain Chief Liaison Officer 4 Mr. Gh. Mustafa Khan P.R.O 5 Mr. GulamMohd. Khan Jr. P.R.O. 6 Mr. Narasayya HR Asst. 7 Mr. G. Mahesh Kumar HR Asstt. 8 Mr. GovindaRao Accountant 9 Mr. Md. Kutbuddin Asst. Accountant 10 Mr. Ravi kanth Asstt. Accountant 11 Mr. Ch. SrinivasaRao Asstt. Accountant 12 Mr. P Surya Ramanjaneya Raju Assitt. Engineer (SIM) 13 Mr. Prakash Chand Jat Systam Administrator

1 Mr. Sameem Ahmed Asstt. Project Manager 2 Mr. Sumit Singh Senior Surveyor 3 Mr. Babun Roy Senior Surveyor 4 Mr. Pradeep Das Senior Surveyor 5 Mr. Ram BabrawnPinate Surveyor 6 Mr. Sandeep Sasmal Surveyor 7 Mr. Pradeep Rathi Surveyor 8 Mr. Sougata Jana Surveyor 9 Mr. R. Santosh Naidu Surveyor 10 Mr. Subjit Gosh Junior Surveyor


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Store

1 Mr. P.S. Lobo Asst. Manager (In charge) 2 Mr. A. A. Naidu Sr. Store In Charge 3 Mr. SK. Mastan Ali Sr. Store in Charge - Jammu 4 Mr. SPS Chauhan Sr. Store in Charge 5 Mr. L. Simhadri Naidu Sr.Store Assistant 6 Mr. SatyanarayanaGundabathula Sr. Store Keeper 7 Mr. R. Ramana Sr. Store Assistant 8 Mr. Y. Appala Naidu Store Assistant 9 Mr. Suresh.B Store Assistant

10 Mr. Krishna Store Assistant 11 Mr. Mallesh Sr. Store Assistant 12 Mr. Meeraj Store Assistant 13 Mr. AB.Rashid Mir Store Assistant 14 Mr. Pankaj Kumar Sahu Store Assistant 15 Mr. K.V. Ramana Store Assistant 16 Mr. G. Murali Krishna Store Assistant 17 Mr. Baljit Singh Store Assistant 18 Mr . M Appalna Naidu Store Assistant 19 Mr. Ch. Polidas Store Assistant 20 Mr T Sravan Kumar Store Assistant 21 Mr. RevathiPathi Store Assistant 22 MrAnand Store Assistant

Safety

1 Mr. B. Ramesh Rao Safety Officer 2 Mr. Venkkatesha Safety Officer 3 Mr. Sheikh Bilal Ahmed Safety Supervisor 4 Mr. Manawarali Sr. Safety Supervisor 5 Mr. Bilal Ahmed Wasay Safety Supervisor 6 Mr. Irfan Amin Itoo Safety Supervisor

11 Mr. SajaySav Junior Surveyor 12 Mr. ArghayadipSamanta Junior Surveyor 13 Mr. Shanawaz Bhat Asstt. Surveyor 14 Mr. Rakesh Kumar Sharma Asstt. Surveyor


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16. PLANT AND MACHINERIES

S.No. Equipment Description

Make Model Capacity Total Nos.

Location Remarks

1 DG Set Silent Old & Used

Leyland 62.5 Kva 5

1-work shop 3-Road&

Bridges 1-North Portal

Working


Greaves GV125 SP 125 Kva 3 2-Colony 1-North Portal

Working

3 DG Set Silent Caterpillar 3306DITA-

GP-4 250 Kva 4

1-Colony 2-South Portal

1-North Portal Working

4 DG Set Silent Caterpillar C-18 600 Kva 2 1-South Portal 1-North Portal

Working

5 DG Set Silent Caterpillar C-18 500 Kva 2 2-North Portal Working

6 DG Set Silent Caterpillar C-32 1010Kva 2 1-South Portal

1Crusher Plant

Working

7 DG Set Silent Mahindra 4375 25 kva 1 DGM Rest

House Working


Leyland 40 kva 1 North Portal Working

9 DG Set Silent Mahindra & Mahindra

2185 GM 15KVA 1 Dharsipura Working

10 DG Set Silent Portable

Honda EXK-

2000AC 1.6 Kva 1 Dharsipura Working

11 DG Set Silent Portable

Honda EXK-2800 2 Kva 1 DGM Rest

House Working

12 Dozer Caterpillar D6G 1 Batching Plant Working

13 Dozer BEML BD80 1 Working

13 Excavator Volvo

Volvo EC290BLC 1.1cum 4

1-Road&Bridges 2-South Portal 1North Portal

Working

14 Excavator Volvo

Volvo EC210B 0.9 cum 2 1-South Portal 1North Portal

Working

15 Tunnel Excavator

Liebherr R 944 C T

Litronic 258 hp 2

1-South Portal 1North Portal

S.P- Break Down, N.P -

Working

16 Tipper Volvo Volvo FM 400

8X4 18.7 cum 20

12-South Portal 08-

North Portal Working

17 Motor Grader Volvo G930 1 01-North

Portal Working

18 Tractor with Dozing Blade

Mahindra TR 605

CEU 60HP 2

01-North Portal 1-Road& Bridges

Working

19 JCB Back Hoe /Loader

JCB India Super 3DX

4WD 2 1-South Portal 1-North Portal

Working

20 Vibratory Volvo SD110 2 1-Road 1- Working


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Compactor North Portal

21 Boomer Atlas Copco E2C 120 Kw 4 2-South Portal 2-North Portal

Working

22 Boomer Atlas Copco XE3C 175Kw 1 1-North Portal

23

Camper Tata 207 Crew 6

Members 3

1-South Portal 2-North Portal 3-Road Works

Working

24 Explosive Vans Tata 207 Crew 2 South & North

Portal Working

25 Diamond Coring Tool

Hilti DD130 M 1 1-Lab Working

26 Rock Cutter Hydraulic

Sandvik ATH-150 1 1-Lab Working

27 Concrete Spray Machine

SikaPutzmeister SPM 500

PC 30m3/hr 4

2-South Portal 2North Portal

Working

28 Shotcrete Pump Dry

CanstroEngg.Works 1 1-North Portal Working

29 Grout Pump Atlas Copco MAI

M400NT 5 3-South Portal 2-North Portal

Working

30 Grout Pump Atlas Copco E200-55-

12H 1 1-North Portal Working

31 Explosive Van Tata Motors SK 1616 9 ton 2 2-work shop Working

32 Wheel Loader Volvo L120 2 1-South Portal 1North Portal

Working

33 Wheel Loader Volvo L220G 4 2-South Portal 2North Portal

Working

34 Hydraulic Rock Breaker

Atlas Copco MB1500

Star select 2 1-South Portal 1North Portal

Working

35 Truck Chassis/Scissor lift

Tata Motors LPT1613 2 1-South Portal 1-North Portal

Working

36 Air receiver Integrated engineers 3-cum 4

2-South Portal 2-North Portal

Working

37 Crawler Drill ROC

Atlas Copco ROC 203

PC XXXX 1 1-North Portal Working

38 Air Compressor Atlas Copco XA280CUD 600cfm 2 2-South Portal Working

39 Air Compressor Electric

Atlas Copco GA160 2 2-South Portal Working

40 Crane Mobile Pick & Carry

ESCORTS F-15 14 ton 2 1-road 1-

North Portal Working

41 Re-Bar Cutting Machine

Spartan SCM-42 36 MM 5 1-Fabrication

Yard 4-np

42 Re-Bar Bending Machine

Spartan SBM-42S 36 MM 5 1-Fabrication

Yard Working

43 Concrete Mixer Old

Universal RM800 1.0 Cum 1 scrap Working

44 Grinding Machine

Atlas Copco Secoroc

BQ3 1 1-South Portal Working

45 Lathe Machine SomnathMachine

Tools 52mm 2 1-South Portal 1-North Portal

Working

46 Lathe Machine Somnath Machine

Tools 300mm 1 1-South Portal Working

47 Batching Plant SchwingStetter CP-30 30 1 1-north portal Working


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Cum/hr

48 Batching Plant SchwingStetter M1 60

Cum/hr 2 2-south portal Working

49 Concrete Pump Schwing SP1400 52cum/hr 4 1-Work Shop

3-Road&Bridges

Working

50 Concrete Pump Schwing 350 EXT 46cum/hr 1 1-Work Shop Working

51 Transit-Mixer SchwingStetter AM6 SHN-

RH 6 Cum/hr 12

6-South Portal 6-North Portal

Working

52 Silo for Cement SchwingStetter NA 100 ton 4 3-Batching

Plant 1-North portal

Working

53 Crushing Plant Mobile

Metso Minerals LOCO TRACK

200TPH 1 1-south portal Working

54 Tata Safari 4X4 Tata Motors Dicor 2179CC 1 1-south portal Working

55 Scorpio Sle 2WD

Mahindra SLE 2WD 2600cc 1 1-south portal Working

56 Scorpio VLX 4WD

Mahindra VLX4WD

BS-4 2179CC 2 1-south portal Working

57 Utility Vehicle Mahindra Bolero

Camper 4WD

5 4-South portal 1-North portal

Working

58 Ambulance Tata Motors Winger 1 1-south portal Working

59 Ambulance Maruti Omni 1 1-North portal Working

60 Water Tanker Locally Made Trolley

Mounted 2 2-Work Shop Working

61 Mini Truck Tata Motors SFC407EX 3 ton 2 1-South Portal Working

62 Weigh Bridge 18X3

EssaeDigitrinics TM-960 100 ton 1 1-South Portal 1-North Portal

Working

63 Motor Bike Bajaj Discover 150 cc 1 Jammu Working

64 Bus 24 Seater Tata Motors Tata Star

Bus 1 1-South Portal Working

65 Prime Mover for Trailer

Tata Motors LPS 3518 1 1-South Portal Working

66 Diesel Tanker Chassis

Ashok Leyland 1012 E COMET

6KL 2 2-South Portal Working

67 Excavator TATA -Hitachi EX 200

LCH 1 1-Crusher

Plant Working

68 Threading Machine

Industrial Machines Pvt. Ltd.

- - 1 1-Work shop Working

69 Water Tanker Chassis

Ashok Leyland - 12KL 2 2-South Portal Working

70 Welding DG SET

ESAB EDW 400 & 350

Amps

1 each

2-Roads & Bridges

Working

71 Motor Cycles Hero Glamour 2 Seater 2 2-South Portal Working 72 Dozer BEML BD80 180HP 1 South Portal Working

73 Tipper AMW AMW 2518TP 14Cum 4 2-Crusher

Plant 2-Roads & Bridges

Working

74 Batching Plant Schwing Stetter

M1 1 Working

75 Transit Mixer Tata Motors 4 Roads & Bridges,

Working


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76 High Pressure Jet Cleaner

Western Floor PW-

H25D1110 PM

Working

77 JCB Backhoe / Loader

JCB INDIA 3DX South Portal Working

78 Hydraulic Rock Breaker

DAEMO ALICON-

B210 North Portal Working

79 Wheel Loader Hindustan HM2021 1.7 Cum 1 South Portal Working 80 Crawler Crane P&H 320 20Ton 1 RUB Working

81 Crane Mobile Pick & Carry

Escorts Hydra14 14Ton 1 South Portal Working

82 Concrete Spray Machine

SikaPutzmeister SPM4210 WETKRET

20m3/hr 2 1 North Portal 1 South Portal

Working


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17. CORRESPONDENCE I. Correspondence from SMEC International Pty. Ltd In association with SMEC India pvt Ltd & RODIC Consultants Pvt Ltd Banihal to NHAI Srinagar. Sl No.

Date Reference No. Regarding Remarks/Mode

1 01.11.2014 5061142/767 Invoice No. 41 of October 2014 By Mail

2 03.11.2014 5061142/769 Provision of Viaduct in Lieu of Short Tunnel By Mail

3 03.11.2014 5061142/770 Muck Dumping - Assessment of Contractual Issues

By Mail

4 03.11.2014 5061142/771 Proforma for online monthly monitoring of NHAI Project

By Mail

5 05.11.2014 5061142/772 Status Report on the Project on Quazigund Banihal Stretch of NH-1A and Condition

By Mail

6 15.11.2014 5061142/773 Election Holidays By Mail

7 19.11.2014 5061142/774 MIR October-2014 By Hand

8 27.11.2014 5061142/775 Overseas Medical Treatment for T.L By Mail

9 27.11.2014 5061142/777 Key Personnel - Senior Geologist - Request approval for Mr. Ram paul Verma

By Mail

II. Correspondence from SMEC International Pty. Ltd In association with SMEC India Pvt Ltd & RODIC Consultants Pvt Ltd Banihal to R.O NHAI Jammu. Sl No.


III. Correspondence from SMEC International Pty. Ltd In association with SMEC India Pvt Ltd & RODIC Consultants Pvt Ltd Banihal to M/S NAVAYUGA Quazigund Expressway Pvt Ltd Sl No.


1 27.11.2014 5061142/776 Design / Drawings of proposed viaduct in lieu of short Tunnel-1

By Mail


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IV. From NHAI New Delhi to SMEC International Pty. Ltd In association with SMEC India Pvt Ltd & RODIC Consultants Pvt Ltd - Gurgaon Sl No.


V. Correspondence Letter from NHAI Srinagar to M/S NAVAYUGA Quazigund Expressway Pvt Ltd Nowgam And Copy to SMEC International Pty. Ltd In association with SMEC India Pvt Ltd & RODIC Consultants Pvt Ltd Banihal Consultants Pvt. Ltd. Banihal From NHAI, Srinagar

Sl No.


1 03.11.2014 PD/SGR/140001/2014/Gen/058

Eco-friendly geotechincal solution for several type of Civil Engineering issue

By E-Mail

2 03.11.2014 PD/SGR/140001/2014/Gen/062

Snow Clearing and Road Maintenance By E-Mail

3 05.11.2014 PD/SGR/14016/2014/All Pkg/01

Signages including Photos of former Ministers Etc on NH

By E-Mail

4 10.11.2014 PD/SGR/14003/01/2014/NQEL/04

Muck Dumping Assessment of Contractual Issues

By E-Mail

5 12.11.2014 PD/SGR/14003/01/2014/NQEL/06

Snow Clearance on existing Jammu - Srinagar highway between Quazigund - Banihal

By E-Mail

6 18.11.2014 by e-mail Meeting with Member Fin. At NHAI HQ on 20.11.2014

By E-Mail

7 19.11.2014 by e-mail Current Financial year Targets for the Projects

By E-Mail

8 25.11.2014 PD/SGR/14003/01/2014/NQEL/08

Maintenance and safety requirement on existing highway

By E-Mail

9 28.11.2014 PD/SGR/14003/01/2014/NQEL/09

Notice under Clause 37.1 of CA By E-Mail

10 28.11.2014 PD/SGR/14003/01/2014/NQEL/10

Design/Drawings of proposed viaduct in lieu of short tunnel-1

By E-Mail


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VI. Correspondence Letter from M/S NAVAYUGA Quazigund Expressway Pvt Ltd Nowgam to NHAI, Srinagar & Delhi And Copy to SMEC International Pty. Ltd In association with SMEC India Pvt Ltd & RODIC Consultants Pvt Ltd Banihal From M/S Navayuga Engineering Company Ltd. Nowgam

Sl No.


1 19.11.2014 NQEPL-1239/JK/2014-15/065

Shifting of 33KV existing Tethar - Banihal line near Railway Bridge falling ROW

By E-Mail

2 27.11.2014 by e-mail Extension of performance security BG By E-Mail

3 29.11.2014 NQEPL-1239/JK/2014-15/067

Reply letter to notice under clause 37.1 of AC to cure

By E-Mail

4 29.11.2014 NQEPL-1239/JK/2014-15/068

Request for constituting Public Negatiation Committee (PNC) for acquistion of additional land in village Cheryl Lamber, Tethar, for viaduct and ventilation building /Electric Substation

By E-Mail

VII. Correspondence Letter From M/S NAVAYUGA Quazigund Expressway Pvt Ltd Nowgam, To SMEC International Pty. Ltd In association with SMEC India Pvt Ltd & RODIC Consultants Pvt Ltd Banihal

Sl No Date Reference No. Regarding Remarks/Mode

1 12.11.2014

NQEPL/1239/NHAI/SMEC/DWG/Viaduct/T/001

Submission of Drawing & Design note

By Hand

2 12.11.2014 NQEPL-1239/JK/2014-15/064

Submission of Trial Mix Results for Steel Fiber

By E-Mail

3 29.11.2014

NQEPL-1239/NHAI/SMEC/BBC/T/008

Viaduct Pier Reinforcement Details

By E-Mail

4 29.11.2014 NQEPL/1239/NHAI/SMEC/DWG/Viaduct/T/002

Reinforcement Details for Pier By E-Mail


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VIII. Correspondence Letter From NHAI, Srinagar, To SMEC International Pty. Ltd In association with SMEC India Pvt Ltd & RODIC Consultants Pvt Ltd Banihal Sl No.


1 03.11.2014 by e-mail Project Monitoring By E-Mail

2 05.11.2014 by e-mail Governor's Reference By E-Mail

3 05.11.2014 PD/SGR/14005/01/2014/SMEC/01

Provision for Viaduct in Lieu of Short Tunnel

By E-Mail

4 13.11.2014 by e-mail Meeting with Member Finance on 20.11.2014 at HQ New Delhi NHAI

By E-Mail

5 16.11.2014 by e-mail Snow Clearance on existing Jammu - Srinagar highway between

By E-Mail

6 18.11.2014 by e-mail Urgent information required for Rajya Sabha

By E-Mail

7 18.11.2014 PD/SGR/14016/01/2014/All Pkg/03

Daily Attendance of Consultants Staff

By E-Mail

8 18.11.2014 PD/SGR/14016/01/2014/All Pkg/04

Swach Bharat Mission of NHAI - Activities in NHAI

By E-Mail

9 19.11.2014 by e-mail Current Financial year Targets for the Projects

By E-Mail

10 28.11.2014 PD/SGR/14005/01/2014/SMEC/02

Utilization of man months of Key Professional /Sub Professional

By E-Mail

11 29.11.2014 PD/SGR/14005/01/2014/SMEC/03

Overseas Medical Treatment for Team Leader

By E-Mail


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SMEC International Pty. Ltd. in Association with SMEC ...nhai.org.in/spw/IEReport/788_SMEC-NHAI-MIR...

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