Date: 25 June 2014 The Project Director Our Ref.: …nhai.org.in/spw/IEReport/686_SMEC-NHAI-MIR May-2014.pdf · No Heading has been carried out during the month and stands at TM 2122.00m

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, 122002, INDIA Telephone: +91-124-4552800, 4501100 Facsimile: +91-124-4380043

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: 25th June 2014

The Project Director Our Ref.: 5061142/686 Project Implementation Unit, National Highway Authority of India, C/o. Shri Baitul Hamd, Opp. SBI Rajbagh, Srinagar Jammu and Kashmir - 190008 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. 35

Ref: --- Dear Sir, It is our pleasure to submit to you five copies of the Monthly Inspection Report No.35 for the month of May 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 3. Malcolm Rankin, Team Leader, SMEC (by email)

4. RODIC Consultants (by email)

attachment: monthly report May 2014

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Monthly Inspection Report May- 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 Four Laning of Quazigund to Banihal

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PROPOSED HIGHWAY ALIGNMENT


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Contents:

1.

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

2. PROGRESS At a GLANCE……………………………………………………………. 07

3. GEOLOGICALREPORT......................................................................................... 08

4. EXCAVATION REPORT………………………………………………………………. 09

5. GEOTECHNICAL REPORT…………………………………………………………… 10-14

6. TUNNEL LINING REPORT..................................................................................... 15

7. MATERIAL REPORT.............................................................................................. 16-24

8. HYDROLOGICAL / DRAINAGE REPORT............................................................. 25-27

9. BRIDGES / STRUCTURES REPORT..................................................................... 28-32

10. SURVEY REPORT…………………………………………………………………….. 33-34

11. ROAD AND HIGHWAY……………………………………………………………….. 35-39

12. MONTHWISE PROGRESS REPORT..................................................................... 40-44

13. TUNNEL ACTIVITIES............................................................................................. 45-48

14. UPTO DATE PROGRESS REPORT...................................................................... 49

15. MAN-POWER DEPLOYED FOR PROJECT.......................................................... 50-54

16. PLANT AND MACHINERIES.................................................................................. 55-58

17. CORRESPONDANCE LISTS................................................................................. 59-65

18. PROGRESS REPORT ON L- SECTION…………………………………………… 66


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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 : 4th June’ 2016 Targeted Project Completion Date : 31st December’ 2015


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MAIN FEATURES OF DESIGNED ALIGNMENT (A) Tunnels Two tunnels for crossing a small ridge of Pir Panjal Ranges and Main Pir Panjal Ranges have been designed, main feature of these tunnels are:

Tunnel No.1 Tunnel No.2

Special Features Twin Tube Solution* Twin Tube Solution

Length 679 m 1stTube: 8429 m and 2ndTube: 8444 m, Both tunnels are connected with cross passages at an interval of 500 m

Functional Cross Section

7.0 m single lane carriage way with an emergency lane, Driving lane 3.75 m wide and emergency lane 3.25 m wide, Vertical clearance 5 m

7.0 m single lane carriage way with an emergency lane, Driving lane 3.75 m wide and emergency lane 3.25 m wide, Vertical clearance 5 m

Firefighting and Scudder system

SCADA System, Fire Fighting system SCADA System, Fire Fighting system

* Twin tube solution approved by NHAI vide letter no. NHAI/BOT/11019/5/2010/QB/387 Dt.26.05.20111 (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 31-05-2014

Po

rtal

Tu

be

Act

ivit

y Cumulative Ending May-2014 During May-2014

Planned Programme

Ach

iev

ed

Excess/ Shortage

Planned Programme

Ach

iev

ed

Excess/ Shortage

Ori

gin

al

Rev

ised

Ori

gin

al

Rev

ised

Ori

gin

al

Rev

ised

Ori

gin

al

Rev

ised

July 11 July 13 July 11 July 13 July 11 July 13 July 11 July 13

So

uth

1

Heading 2750 2495 2102 -648 -393 80 120 0 -80 -120 Benching 2725 2371 2002 -723 -369 100 128 0 -100 -128

Water Proofing & Geo-textile

NM 1280 437.5 NM -842.5 NM 160 62.5 NM -160

Lining 2590 1037.5 312.5 -2277.5 -725 110 162.5 0 -110 -162.5 Top Slab 2460 812.5 0 -2460 -812.5 110 162.5 0 -110 -162.5

2

Heading 2750 2485 2074 -676 -411 80 120 0 -80 -120

Benching 2725 2377 1865 -860 -512 100 128 0 -100 34


NM 1280 0 NM -1280 NM 160 0 NM -160

Lining 2590 850 0 -2590 -850 110 162.5 0 -110 -162.5 Top Slab 2460 650 0 -2460 -650 100 162.5 0 -100 -162.5

Nor

th

1

Heading 2460 2464 2252 -208 -212 80 120 0 -80 -120 Benching 2430 2358 2047 -383 -311 80 128 0 -80 -128


NM 1280 200 NM -1080 NM 160 12.5 NM -147.5

Lining 2280 1137.5 162.5 -2117.5 -975 80 162.5 0 -80 -162.5 Top Slab 2210 812 0 -2210 -812 100 162.5 0 -100 -162.5

2

Heading 2460 2410 2122 -338 -288 80 120 0 -80 -120

Benching 2430 2319

upto

1868

&

1875

to

1955

&

2022

to

2048

80 128 0 -80 -128


NM 1280 0 NM -1280 NM 160 0 NM -160

Lining 2280 962.5 0 -2280 -962.5 80 162.5 0 -80 -162.5 Top Slab 2210 812.5 0 -2210 -812.5 100 162.5 0 -100 -162.5 NM stands for Not Mentioned in original programme.


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3. GEOLOGICAL REPORT No progress by way of excavation 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 may-2014 by the Concessionaire.

However, I remained busy with the inspection of Tunnels in south (Banihal) and in north (Quazigund) and got minor protective works carried out by the workers. Secondly, I conducted certain geological traverses along the two tubes in order to decipher and ascertain the surface geology confirmed which stands projected by the Geo-Consults on the L-section prepared by them appended with the geological report.

Similarly, lithology encountered in Tunnel-1 (South) Banihal and lithology encountered in Tunnel1 (north) Quazigund upto TM 2102.00M & 2245.40M respectively was projected in the modified section by the undersigned and the L-section (Modified) was submitted to your office for record & reference.


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4. EXCAVATION REPORT

South Portal

Tube No.1

No Heading has been carried out during the month and stands at TM 2102.00. No Benching has been carried out during the month and stands at TM 2002.00 Tube No.2

No Heading has been carried out during the month and stands at TM 2074. No Benching has been carried out during the month and stands at TM 1865.00 North Portal

Tube No.1

No Heading has been carried out during the month and stands at TM 2252.00m. No Benching has been carried out during this month and stands at TM 2047.00 Tube No.2

No Heading has been carried out during the month and stands at TM 2122.00m. No Benching has been carried and stands at TM 1868.00, TM 1955 and TM 2048 with intermittent gaps. Remarks: No work has been carried out in heading and benching in both the portals due to shortage of Materials.


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5. GEOTECHNICAL REPORT NORTH PORTAL TUBE 1

Standard Monitoring

Stations (SMS)

Approximate Maximum 3-D Monitored Deformations in

(mm) during the Period

Excavation and Support class adopted by the

contractor

Geotechnical Remarks

Tu

nn

el M

ete

r

Pro

ject

Ch

ain

ag

e M

eter

Set

tlem

ent

Ho

rizo

nta

l D

isp

lac

emen

t

Lat

eral

D

isp

lac

emen

t

Hea

din

g

Ben

chin

g

Su

pp

ort

Cla

ss

Ref

er

Co

nve

rgen

ce

Dia

gra

ms

2093 201912 - (+)11mm -

Heading

_____

Class III

2123 201882 - (+)15mm -

2158 201847 (+)12mm (-)11mm

2188 201817 (-)22mm (+)31mm _

2198 201807 _ (+)35mm _ Class IV

2225 201780 _ (-)42mm _

Class III 2246 201759 _ _ _

There is no change in the Progress achieved either in Heading / Benching and is same as reported during in last month’s monthly report.

Observations

Maximum Horizontal Displacement has been observed as (+) 11mm on 26/05. TM 2093

Maximum Horizontal Displacement has been observed as (+) 15mm on 07/05. TM 2123

Maximum Horizontal Displacement has been observed as (+) 12mm on 14/05 TM2158

Maximum lateral Displacement has been observed as (-) 11mm on 08/5.

Maximum Settlement has been observed as (-) 22mm on 01/5, which is continuing till the end of this month as such needs attention by NEC in terms of Proper Target Monitoring or Checking the Target in reference to mean fixed.

TM 2188

Maximum Horizontal Displacement has been observed as (+) 31mm on 24/05, as such needs attention by NEC in terms of Proper Target Monitoring or Checking the Target in reference to mean fixed.

TM2198


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Maximum Horizontal Displacement has been observed as (+) 35mm on 14/05 and in between 23/05 to 29/05 as such needs attention by NEC in terms of Proper Target Monitoring or Checking the Target in reference to mean fixed.

Maximum Horizontal Displacement has been observed as (-) 42mm on 8/05 as such needs attention by NEC in terms of Proper Target Monitoring or Checking the Target in reference to mean fixed.

TM2225

North Portal Tube 2

Standard Monitoring

Stations (SMS)




contractor


Tunn

el M

eter

Proj

ect C

hain

ag

e M

eter

Settl

emen

t

Hor

izon

tal

Dis

plac

emen

t

Late

ral

Dis

plac

emen

t

Hea

ding

Benc

hing

Supp

ort C

lass

Ref

er

Co

nve

rgen

ce

Dia

gra

ms

1966 202019 Error in Target Fixing / Monitoring

______

Benc

hing

Class

III

2000 201985 _ _ _

2034 201951 _ _

No monitoring

Data Available

2062 201923 _ (+)12mm

_

Heading _____ 2095 201890 _ (+)12mm

(-)15mm

2118 201867 _ (+)21mm

_ Class IV


Observations

Maximum Horizontal displacement has been observed as (+) 12mm on 23/5. TM 2062

Maximum Horizontal displacement has been observed as (+) 12mm on 24/5. TM 2095

Maximum Lateral Settlement has been observed (-) 15mm on 29/05. TM2118

Maximum Horizontal displacement has been observed as (+) 21mm on 21/5


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South Portal Tube 1 Standard

Monitoring Stations (SMS)



Excavation and Support class adopted

by the contractor


Tu

nn

el M

ete

r

Pro

ject

Ch

ain

ag

e M

eter

Set

tlem

ent

Ho

rizo

nta

l D

isp

lac

emen

t

Lat

eral

D

isp

lac

emen

t

Hea

din

g

Ben

chin

g

Su

pp

ort

Cla

ss

Ref

er

Co

nve

rgen

ce

1833 197395 - - -

-

Benc

hing

Class II 1859 197421 - - -

1870 197432 - - -

1883 197445 - - -

1910 197472 - - - Class III

1945 197507 No

Target - - Class II

1983 197545 - - -

Class III 2019 197581 _ (-)12mm -

2047 197609 - - -

Hea

ding

- 2075 197637 - - -

Class IV

2085 197647 _

2099 197661 _


Observations

Maximum Horizontal Displacement has been observed (-) 12mm on 23/4. TM 2019

No Settlement monitoring is available beyond 22/05. TM2075


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South Portal Tube 2

Standard Monitoring Stations (SMS)

Approximate Maximum 3-D Monitored Deformations

(mm)


contractor


Tunn

el M

eter

Proj

ect C

hain

ag

e M

eter

Settl

emen

t

Hor

izon

tal

Dis

plac

emen

t

Late

ral

Dis

plac

emen

t

Hea

ding

Benc

hing

Supp

ort

Cla

ss

Ref

er

Co

nve

rgen

ce

Dia

gra

ms

1875 197403 _ _ _

Heading

__

Class II 1913 197441 _ _ _

1945 197473 No

Target Available

_ -

Class III

1975 197503 _ _ -

2011 197539 _ _ -

2037 197565 _ _ _

2064 197592 (-)12mm _ _

Class IV


2067 197595 (-)19mm _ _


2069 197597 (-)15mm _ -

2073 197601 _ _ No Target Available

2075 197603 _ _


Observations

Settlement monitoring observations available for the entire month. TM1975

One Target for Lateral Displacement is missing as such no monitoring is available. TM2011

Maximum settlement has been observed (-) 12mm on 06/5. TM 2054

One Target for Horizontal Displacement is missing as such no monitoring is available.

Maximum settlement has been observed (-) 19mm on 10/5. TM2067

No targets Available as such no monitoring TM2068

TM2069


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Maximum Settlement has been observed as (-) 15mm on 30/5. Only one Target is available for Horizontal Displacement for monitoring.

1. 3-D monitoring is not being observed in accordance to Contract Sub clause 362.5.1.5 particularly recording / observing of convergence measurements for all the targets monthly until lining.

Important Note:-

2. Attention from the NEC is again invited towards the Installation of Load cells /

extensometer before it is too late to mend.

3. There is no response to two number NCR’s bearing No 35 & 36 which as such are still open to get addressed by the NEC for its compliance although a communication on this issue has already been issued vide Office No 5061142 / 642 dated 23.05.14

Non- Conformity Reports


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6. TUNNEL LINING REPORT There was no work of Lining gantry concreting during the month. Fixing of Geo-textile and water proofing membrane was carried out in the left over portion of jet fan niches for the month.

As per Specification for Tunneling (BTS) and Institution of Civil Engineers:

Clause No. 312.5 Construction Joints – Sheet Waterproof Membrane

The length of material roll shall be procured to enable a complete extrados to be installed as a continuous length. Longitudinal joints shall be avoided. Star or cross joints shall be avoided.

As per Concessioner Agreement: Sub-Clause 210.5: Waterproof Membranes

The waterproof membrane shall be stopped at the bottom on a stainless steel strip 4 mm thick and 50 mm wide, that shall be culminated on one face with PVC. This sheet will be sealed to the concrete by epoxy resin and then nailed to the concrete.

The contractor should keep in mind all above specifications and drawings (Drawing No. C-II-DET-2650-B), during installation of waterproofing membrane. We advised the installer and the contractor during installation of waterproof that the longitudinal joints should be below the formation level.

Progress Chart ending April-14

Portal Tube Activity Planned

Programme (July-2011)

Achieved(M)

Shortfall (%)

South 1 Lining 2590 312.5 88

Top Slab 2460 0 100

2 Lining 2590 0 100 Top Slab 2460 0 100

North

1

Lining 2200 162.5 93 Top Slab 2110 0 100

2 Lining 2200 0 100 Top Slab 2110 0 100

The above statement shows that the concessionaire has to gear up his lining team to achieve the physical progress as per the approved planned programme.


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7. MATERIAL REPORT 7.1 Aggregate 7.1.1 Aggregate Impact Value (AIV) South Portal

Date of testing

Sample location

Source of material

Type of material

Result %

Remarks

NIL North Portal

Date of testing

Sample location

Source of material

Type of material

Result% Remarks

21.05.14 Batching Plant NEC Crusher 10 mm 9.97 Pass 29.05.14 10.90 7.1.2 Aggregate Flakiness & Elongation Test

South Portal

Date of testing

Sample location

Source of material

Type of material

Flakiness Elongation Result Remarks

NIL

North Portal

Date of testing

Sample location

Source of material

Type of material

Flakiness Elongation Result Remarks

21.05.14 Batching

Plant NEC

Crusher

10mm 9.89% 10.34%

Pass 29.05.14 10.26% 11.05% 21.05.14 20mm 11.00% 12.01% 29.05.14 9.87% 10.44%

7.1.3 Water Absorption and Specific Gravity (Coarse Aggregate) South Portal

Date of testing

Source of Aggregate

Size of Aggregate

Specific Gravity

Water Absorption %

Result Remarks

08.05.2014 NEC C/P

10mm 2.71 0.70 Pass Conforming

IS 2386/383 08.05.2014 20mm 2.73 0.37 7.1.4 Water Absorption and Specific Gravity (Fine Aggregate) South Portal

Date of testing

Source of Aggregate

Type of Aggregate

Specific Gravity

Water Absorption %

Result Remarks

08.05.2014 Sangam Natural Sand 2.69 1.26

Pass Conforming IS 2386/383 08.05.2014 NEC C/P Crusher

Dust 2.67 1.32


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7.1.5 Bulk Density (Coarse and Fine Aggregate) South Portal

Date of testing

Source of Aggregate

Type of Aggregate

Bulk Density Kg/m³

Result Remarks

27.05.2014

Sangam Natural Sand 1663.80

Pass Conforming IS 2386/383 NEC Crusher

Crusher Dust 1684.48 10mm 1553.75 20mm 1516.33

7.1.6 Grading Analysis (Fine Aggregate) Natural Sand South Portal

Date of testing

Sample location

Source of material

FM Silt

content Result Remarks

19.05.2014 Batching Plant Sangam 2.21 1.40 Pass Conforming

IS 2386 / 383 29.05.2014 2.29 1.35 North Portal

Date of testing

Sample location

Source of material

FM Silt

content Result Remarks

16.05.2014 Batching Plant Sangam 2.33 2.41 Pass Conforming

IS 2386 / 383 21.05.2014 2.35 2.38 Crusher Dust South Portal

Date of testing

Sample location Source of material

FM Result Remarks

NIL North Portal

Date of testing

Sample location Source of material

FM Result Remarks

16.05.2014 Batching Plant NEC Crusher 2.64 Pass 21.05.2014 2.65 Combined Gradation of Fine Aggregate (Crusher Dust and Natural Sand) South Portal

Date of testing

Sample location

Source of material

Ratio FM Silt

Content Result Remarks

08.05.2014

Batching Plant NEC C/P

50:50 2.49 1.46

Pass Conforming IS 2386 / 383

10.05.2014 50:50 2.55 1.32 19.05.2014 50:50 2.49 1.40 29.05.2014 50:50 2.85 29.05.2014 50:50 2.56 1.35


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North Portal

Date of testing

Sample location

Source of material

Ratio FM Silt

Content Result Remarks

16.05.2014 Batching Plant

Sangam/NEC Crusher 50:50 2.60 - Pass 21.05.2014 2.55

7.1.7 75 Micron Test South Portal

Date of Testing

Type of Aggregate

Source of Aggregate

Percentage Result Remarks

29.05.2014 Natural sand Sangam 1.40 Pass Conforming IS 2386 / 383 29.05.2014 Crusher Dust NEC 7.80

North Portal

Date of Testing

Type of Aggregate

Source of Aggregate

Percentage Result Remarks

NIL 7.1.8 Grading Analysis (Coarse Aggregate) 10mm South Portal

Date of Testing Sample

Location Source of Aggregate

Result Remarks

29.05.2014 Batching Plant NEC C/P Pass

Conforming

IS 2386 / 383 North Portal

Date of Testing Sample

Location Source of Aggregate

Result Remarks

16.05.2014 Batching Plant NEC C/P Pass Conforming IS 2386 / 383 27.05.2014

20mm

South Portal

Date of testing Sample location

Source of Aggregate

Result Remarks

08.05.2014 Batching Plant NEC C/P Pass Conforming IS 2386 / 383 19.05.2014

North Portal

Date of testing

Sample location

Source of Aggregate Result Remarks

NIL


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Combined Gradation of Coarse Aggregate (10 and 20mm) South Portal

Date of Testing

Sample Location

Source of Aggregate

Ratio Result Remarks

08.05.2014 Batching Plant NEC C/P 50:50 Pass Conforming

IS 2386 / 383 19.05.2014 29.05.2014

North Portal

Date of Testing

Sample Location

Source of Aggregate

Ratio Result Remarks

27.05.2014 Batching Plant NEC C/P 50:50 Pass Conforming IS 2386 / 383

7.2 Cement Test 7.2.1 Physical Properties (ACC)

Date of testing

Grade & source

No

rmal

C

on

sist

ency

Init

ials

etti

ng

ti

me

Fin

al s

etti

ng

ti

me

Fin

enes

s

So

un

dn

ess

Week Month Year

31.05.2014 22 05 2014 29.50% 121 220 97.00% 3.00 Cement Compressive Strength

Date of Casting Date of testing

28 Days

Average Compressive Strength

(Mpa)

Minimum Compressive Strength (Limits)

Grade 43 IS 8112

Grade 53 IS 12269

Slag IS 455

09.04.2014 07.05.2014 58.99 43 53 33 16.04.2014 14.05.2014 57.92 43 53 33 19.04.2014 17.05.2014 57.92 43 53 33 22.04.2014 20.05.2014 59.52 43 53 33

7.2.2 Grouting Test South portal

Date of casting T

ub

e N

o.

Test results (7 days) Test results (28 days)

Res

ult

Chainage (km)

Date Strength

Mpa Date

Strength Mpa From To

NIL


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North portal

Date of casting T

ub

e N

o.

Test results (7 days) Test results (28 days)

Res

ult

Chainage (km)

Date Strength

Mpa Date

Strength Mpa From To

15.04.2014 1 22.04.14 37.63 13.05.14 48.50 OK

7.2.3 Cube Compressive Strength of Bridges/Structures

Date of casting

Date of testing 7 days

Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Location

09.04. 14 16.04.14 33.04 07.05.14 42.81 Near RUB R Wall. Panel no 10, 05th lift. 15.04.14 22.04.14 33.04 13.05.14 43.70 Near RUB R Wall. Panel no 4, 10th lift. 21.04.14 28.04.14 33.04 19.05.14 42.82 Bridge No 8, R/H/S Top Slab 7.2.4 Cube Compressive Strength of Tunnel Lining (M-30) South Portal

Date of casting T

ub

e

No

. Date of testing 7 days

Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

NIL

North portal

Date of casting T

ub

e

No

. Date of testing 7 days

Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

8.04.2014 1 15.04.14 29.04 7.05.14 39.26 OK 7.2.5 Cube Compressive Strength of Kerb (M30) /Bottom Concrete (M15) South Portal

Date of casting

Type Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa) R

esu

lt Chainage km

From To

15.04.14

M15 01

22.04.14 14.81 13.05.14 24.14

Pass

196.118 196.128 L/S

21.04.14 28.04.14 15.26 19.05.14 24.89 196.157 196.167


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North portal

Date of casting

Type Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa) R

esu

lt Chainage km

From To

9.04.2014 M30 1 16.04.10 28.89 7.05.14 37.63 OK 7.2.6 Cube Compressive Strength of Porous (No fines) Concrete South Portal

Date of casting

Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

21.04.14 1 28.04.14 4.83 19.5.14 8.43 PASS 196.126 196.137

North portal

Date of casting

Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

NIL 7.3 Steel 7.3.1 Rock bolt pull out test South Portal

Date of testing

Tube No.

Chainage (Km)

Type of Rock Bolt

Length of rock bolt

(m)

Max. load applied (MT)

Disp. (mm) Result

29.05.2014 01

197.657(H)

SD 4 21

17 Pass

197.654(H) 14 Pass

197.641(H) 10 Pass

197.636(H) 14 Pass

197.634(H) 12 Pass North Portal

Date of testing

Tube No.

Chainage (Km)

Type of Rock Bolt

Length of rock bolt

(m)

Max. load applied

(MT)

Disp. (mm)

Result

NIL


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7.4 Shotcrete. 7.4.1 Cube Compressive Strength of Shotcrete. South Portal

Dat

e o

f

Cas

tin

g

Tu

be

No

.

Typ

e o

f

Sh

otc

rete

Dat

e o

f te

stin

g

7 d

ays

Ave

rag

e C

om

p.

stre

ng

th

(Mp

a)

Dat

e o

f te

stin

g

28 d

ays

Ave

rag

e C

om

p.

stre

ng

th

(Mp

a)

Chainage km

Result

From To

09.04.14 02 Plain 16.04.14 27.70 07.05.14 36.15 197.236 197.256

Pass 15.04.14 01 Plain 22.04.14 28.00 13.05.14 36.59 197.648 197.652 15.04.14 02 Plain 22.04.14 28.00 13.05.14 36.74 197.322 197.339 21.04.14 01 Plain 28.04.14 27.70 19.05.14 36.89 197.659 197.661 21.04.14 02 Plain 28.04.14 27.85 19.05.14 36.75 197.382 197.390

North portal

Dat

e o

f

Cas

tin

g

Tu

be

No

.

Typ

e o

f

Sh

otc

rete

Dat

e o

f te

stin

g

7 d

ays

Ave

rag

e C

om

p.

stre

ng

th

(Mp

a)

Dat

e o

f te

stin

g

28 d

ays

Ave

rag

e C

om

p.

stre

ng

th

(Mp

a)

Chainage (km)

Result

From To

15.04.14 1 SFRS 22.4.14 28.59 13.05.14 37.33 Pass

7.4.2 Flexural Strength of Steel Fibre Shotcrete South Portal

Date of casting

Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

16.03.14 02 - - 15.04.14 5.63 Pass VCP 04 10.03.14 01 - - 07.04.14 6.16 Pass 197.611 – 197.617 North portal

Date of casting

Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

NIL


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7.4.3 Penetrometer Test South Portal

Date of Casting

Time in Minutes

Tube No.

Average Comp.

Strength (Mpa)

Heading / Benching

Chainage km Grading Curve

Result From To

NIL

North Portal

Date of Casting

Time in Minutes

Tube No.

Average Comp.

Strength (Mpa)

Heading / Benching

Chainage km Grading Curve

Result From To

NIL Shotcrete Core Compressive Strength (Panel) South Portal

Date of casting

Tube No.

Type of Shotcrete

Average Comp. strength (Mpa) Result

Chainage km

2 Days 7 Days 28 Days From To

14.04.14 01 Plain

12.38 19.23 33.30 197.649 197.651 17.04.14 02 12.26 20.19 33.60 197.303 – 197.320 North Portal

Date of casting

Tube No.

Type of Shotcrete

Average Comp. strength (Mpa) Result

Chainage km

2 Days 7 Days 28 Days From To

NIL Shotcrete Core Compressive Strength (In-situ) South Portal

Date of Extraction

Date of Testing

Tube No.

Type of Shotcrete

Average Comp. strength

(Mpa) Result Chainage km

NIL


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North Portal

Date of Extraction

Date of Testing

Tube No.

Type of Shotcrete

Average Comp. strength

(Mpa) Result

Chainage km

From To

NIL 7.4.4 Cube Compressive Strength of Shotcrete (Final Finished Layer) South Portal

Date of casting

Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

NIL

North portal

Date of casting

Tube No.


Average Comp.

strength (Mpa)


Average comp.

strength (Mpa)

Result

Chainage km

From To

NIL 7.5 Soil Test 7.5.1 Field Dry Density (Sand Replacement Method) South Portal

Date of Testing

Type of Material

Location Layer No.

MDD OMC Relative

Compaction Achieved

Chainage (km)

From To

NIL 7.6 Requirements: North Portal No Quality Manager deputed by concessionaire till date.

South Portal One Quality Manager to be deputed by concessionaire at south portal site. Copy of internal audit report not made available. The tests related to the road maintenance of existing alignment have started from 25/05/2014.


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8. HYDROLOGICAL/DRAINAGE REPORT (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 the form of rain during the month under report was observed from time to time but the effect of seepage inside the tunnel tubes was almost negligible. However major seepage which was active for the entire month at face of NT2 is still active and seepages from crown and side walls from 2000TM to 2241.4TM in NT1 and from 2000TM to 2119.5TM in NT2 is seen at places. However drainage holes carried out by executing agency at spots trained the water and is been drained out through temporary side drains. Further it is observed that the seepage through crown of NT1 and NT2 has spread over the surface and also created ditches at places. The In-charge of executing authority at north portal has been directed to fill these ditches for smooth functioning of men & machineries. The photographs taken during the inspection at site in NT1 & NT2 will visualize the complete observation mentioned above. It will not be out of place to mention here that work remains almost suspended during the month under report due to shortage of material and diesel and also due to strike by the labors at site of the work. The following observation were made time to time and brought to the notice of higher authority as well as In-charge executing agency NECL at north portal but no action has been initiated so far. 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. Construction of new sedimentation tank after proper consultation with regards to site of the construction and as per the design parameters laid in DWG number 3951 and also taking into consideration the maximum discharge coming out of NT1 & NT2 determined after V- notch is installed at the beginning of the tunnel.

4. 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. It is requested to direct the executing agency for initiating action against above mentioned observations for the smooth functioning of the work.

C) 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,


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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 segmentation tank and De-oiling tank is full of muddy layers due to absence of proper cleaning of the tank. The water coming out from NT1 and NT2 either for directly in the nearby nallah or if at all entered in the segmentation tank remains un-treated due to non-functional of the tank. It is once again impressed upon the in charge officer of concessionaire Navyuga Qazigund express way Pvt. Ltd. at site to construct new segmentation tank after proper consultation with regard to site of the construction and as per the design parameters laid in drawing No.3951 and also as per the max. Discharge coming out from NT1 and NT2 determined if V-Notch be install at the beginning of the tunnel. Further it is impressing upon the executing agency to conduct water testing to water coming from NT1 and NT2 as per the demands of the locals of the area using this water before situation turns towards the ugly end.

D) Construction of structural works near stream:

The rainfall during the month under report was slightly more with the result, the work activities were hampered due to rise of water in the stream particularly near bridge no. 2, where the approach road was submerged. The heavy rainfall which was observed on 5th, 6th and 18th of April eroded many other approach roads connecting to south portal, batching plant and crusher plant.

However, the executing agency was many times suggested to install gauge at one or two places in the river Bichlari in order to measure discharge of water so that flood protection measure can be taken well in advance and the road stretch which are near the river can be safely guarded.

Water Gushing out from the face of NT2 Seepage in crown at 2100TM approx. in NT1


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Photographs taken in NT1 from CH-2000 to 2241.4TM showing water logging and ditches on the surfaces of the tunnel and seepages in NT1.


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9. BRIDGES/STRUCTURES REPORT (A) Construction of Bridge No.1(189.435km): There is no work activity carried out during the month under report.

(B) Construction of Bridge No.2 RCC Box (189.847km):

The work activities on this structure during the month under report and the progress achieved is as follows:

• Reinforcement and shuttering work of final lift of walls towards Qazigund as well as Banihal

sides (Downstream side) of RCC box of the structure was completed on 25.05.14 and concreting for the same was done on 26.05.14 after complete checking of reinforcement, shuttering, dimension etc and compliance of the observation.

• Reinforcement and shuttering work of top slab of RHS (Downstream side) of the RCC box was completed on 28.05.14 and concreting of the same was allowed on 29.05.14 after compliance of the observations completed.

The observations which were noticed during execution of Bridge No.2 are as follows:

• Safety during construction is must but at site safety arrangements are very poor. • No safe access to the concreting location, especially at height, provided by the contractor. • Cover between reinforcement and shuttering towards sides of slab was not uniform, in some

places it was more and in some places it was less. • During concreting inconsistency in slum of concrete has been observed. • Weep holes neither provided as per drawing. • Shuttering plates impression has been seen on the surface of the wall due to poor

housekeeping and maintenance of shuttering plates. Now it required to be replacing the old shuttering plates with new ones.

• Size and quality of compression fibre board used is not adequate.

Slab work is in progress Instead of compression Fiber board thermocoal is being used


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(C) Construction of Bridge No.3, RCC Box (190.137km):

No work activity on this structure during the month under report is carried out. (D) Construction of Bridge No.4, Composite Girder Bridge (190.310km):

No work activity on this structure during the month under report is carried out. (E) Box Culvert at Chainage, 4 x 3m, 190.676km:

No work activity on this structure during the month under report is carried out. (F) Construction of Retaining Wall before RUB (191.000km): • Reinforcement and shuttering work for 7th lift of stem and CF of 7th panel of retaining wall

from Quazigund side completed on 02.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 03.05.2014.

• Reinforcement and shuttering work for 10th lift of stem and CF of 9th panel of retaining wall from Quazigund side completed on 04.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 05.05.2014.




• Reinforcement and shuttering work for 6th lift of stem and CF of 10thpanel of retaining wall from Quazigund side completed on 14.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 15.05.2014.




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• Reinforcement and shuttering work for 10th lift of stem and CF of 1stpanel of retaining wall from Quazigund side completed on 21.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 22.05.2014.

• Reinforcement and shuttering work for 11th lift of stem and CF of 3rd panel of retaining wall from Quazigund side completed on 30.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 31.05.2014.

The observations which were noticed during execution of Retaining wall near RUB are as follows:

• Safety during construction is must but at site safety arrangements are very poor. • There is no scaffolding used, as the height of R T Wall increases and it is very difficult for

workers to do the job safely. • During concreting inconsistency in slum of concrete has been observed. • Weep holes neither provided as per drawing. • Shuttering plate’s impression has been seen on the surface of the wall due to poor

housekeeping and maintenance of shuttering plates. Now it required to be replacing the old shuttering plates with new ones.

No scaffolding and safety measures Used No scaffolding and safety measures Used (Workers working without safety

gear)


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(G) Construction of Pipe Culvert (191.020Km):

• Excavation and PCC work for pipe culvert of LHS side portion is completed on 07.05.2014. • Cusion concrete work for pipe culvert of LHS side portion is completed on 10.05.2014.

(H) Construction of RUB (191.097km):

The balance work of RUB will be executed during execution of highway portion of the project. (I) Construction of Bridge No.6 (191.422km):

There is no work activity carried out during the month under report.

(J) Box Culvert at chainage191.783km:

There is no work activity carried out during the month under report.

(K) Box Culvert at chainage192.124km:

There is no work activity carried out during the month under report. (L) Box Culvert at chainage192.925km:

No activity at site during the month under report.

(M) Box Culvert at chainage193.792km:

• Reinforcement and shuttering work for 1st lift of return wall of RHS portion of Box culvert towards Qazigund completed on 02.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 03.05.2014.

• Reinforcement and shuttering work for 2nd lift of return wall of RHS portion of Box culvert towards Qazigund completed on 06.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 07.05.2014.

• Reinforcement and shuttering work for 3rd lift of return wall of RHS portion of Box culvert towards Qazigund completed on 14.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 15.05.2014.

• Reinforcement and shuttering work for 4th and final lift of return wall of RHS portion of Box culvert towards Qazigund completed on 26.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 27.05.2014.

• Reinforcement and shuttering work for crash barriers of left and right portion of Box culvert completed on 14.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 15.05.2014.


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• Excavation and PCC work of return wall of RHS Banihal side and LHS Qazigund side portion of Box culvert is completed on 21.05.2014.

• Reinforcement and shuttering work for footing as well as stem of return wall of RHS portion of Box culvert towards Banihal side completed on 25.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 26.05.2014.

• Reinforcement and shuttering work for footing as well as stem of return wall of LHS portion of Box culvert towards Qazigund side completed on 25.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 26.05.2014.

• Reinforcement and shuttering work for 1st lift of return wall of LHS portion of Box culvert towards Qazigund and 1st lift of return wall of RHS portion of Box culvert towards Banihal completed on 30.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 31.05.2014.

The observations which were noticed during execution of Retaining wall near RUB are as follows:

• Improper shuttering causes bulging of shuttering plates while concreting. • Improper shuttering causes gaps, which are not repaired immediately.

(N) Box Culvert at chainage204.811km:

• Reinforcement and shuttering work for footing of LHS portion of Box culvert (Half Portion)

completed on 08.05.2014 and during inspection all reinforcement and shuttering work including dimensions are found satisfactory. Concreting of the same was allowed on 09.05.2014.

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.

Bulging of Shuttering Plates


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10. SURVEY REPORT

North Portal/ South Portal 3D monitoring and excavation profile checking / marking has been done in the following chainage: (a) North Portal-Tube.1>>.3-D Monitoring, Excavation profile checking/Marking has been done

from CH=2060.0 to 2247.40 mtr. (b) North Portal- Tube.2>> from CH=1966.0 to CH=2120.0 mtr (c)South Portal-Tube.1>>from CH=1952.0 to 2102.0 mtr (d)South Portal-Tube.2>>from CH=1719.0 to 1869.0 mtr

1. The Data regarding over break & under cut is not jointly verified as the Work in North portal is stopped from (16.04.14) onward’s due to labour’s strike. No progress of work is recorded during this period.

2. The Lining work has been started at north/south portal & the contractor m/s Navayuga has been instructed to work according to the check list & survey level sheet provided to them & to make one B.M at the beginning of T-1 which will be used as a reference point for lining work.

3. The contractor is instructed to take the New Profile after concreting & when Gantry is removed. The instruction is partially followed.

4. The contractor is instructed to maintain the proper DPR in South Portal on daily basis as is already maintained in North Portal. To increase the survey staff at north/south portal in order to provide the smooth progress of work. The work in South Portal is stopped from (23.04.14) onward’s due to material shortage.

5. The contractor was time and again instructed to engage their survey staff in GPS survey which include’s TBM, Traversing, Centre line marking& control pillars near Bridge/Culvert sites from north portal to south portal. The instruction is followed by the contractor & survey team has started Traversing from South Portal on (20.04.14) from start point (SP02 & SPO3) and Touched the end point at North Portal(NP3 & NP4).Now Reverse traversing started from(06.05.14) and is completed. Also, the control pillar’s are located & jointly verified, the information & data is already submitted to the Banihal office in the form of letter under the Subject of (Jointly verification of control pillar’s Highway section) on (13.04.14).

6. The contractor was instructed to submit the 3.D Monitoring survey data to concerned I.E on monthly basis and the instruction is followed by them.

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

8. The contractor is instructed to maintain the good ventilation so that the survey work will not get affected due to bad visibility & fumes. The instruction is somewhat followed & effort’s are being made to rectify the problem.

9. The contractor is instructed to speed up the overall progress of work in order to meet the targets without any further delays. As the month under report witnessed almost no


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progress of work in both the portals from (16.04.14) onward’s in NP & from (23.04.14) onward’s in SP.

10. The contractor is strictly instructed to follow the clause 120.2 of the concession agreement.

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

12. The Weather witnessed Rainfall on 11th,12th,13th,14th,18th,19th,20th and 22nd of the month under report. The overall weather was good for the construction works.

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

14. The site visit was conducted by the NHAI Official’s at both North/South portal’s on (24.05.14)of the month under report which included CGM,PD & other officer’s from NHAI, Independent Engineer’s & Navayuga Team.

15. The photo’s are pasted below.

(The scene of stopped work at north portal).

(Survey team in S.P) (The water flowing out from tube-1& 2 np)


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11. ROAD AND HIGHWAY

The maintenance of the existing alignment from km 189+350 to km 220+700 for the month of May 2014 was carried out by the Concessionaire partiality with different Bituminous works such as Bituminous macadam, Bituminous concrete and filling of potholes with spot mix Bituminous overlay and some portions of the road stretch was filled with cement concrete grade M25 with were mesh (steel). The maintenance work of the existing alignment is still under progress and Concessionaire, has been instructed by NHAI and Independent Engineer to finish the work before the target date.

Status of Maintenance works of Existing National Highway from KM 189.350 to KM 220.700 as on 27.04.2014 to 31.05.2014

SNo

Chainage

Date Programme Status Remarks From To

1 189.200 189.270 19.05.2014 Over Lay by BC Taken Up (20MT) Work done with Paver

2 189.300 189.400 21.05.2014 Filling of Potholes

with BC Taken Up(30 MT) Filling of Potholes with BC done by Labours on L/H/S

3 189.350 189.400

20.05.2014 Filling of Potholes Taken Up(30 MT) Filling of Potholes with BC

10.05.2014 Filling of Potholes Taken Up(03 Cum) Filling of Potholes with BM


4 189.350 195.900 10.05.2014 ….. ….. Drain Cleaning work in Progress


6 189.400 189.500 22.05.2014 Filling of Potholes with BC Taken Up(40 MT)

Filling of Potholes with BC done by Labours on L/H/S

7 189.700 189.400


27.04.2014 Filling of Potholes Done Filling of Potholes with BM


06.05.2014 Filling of Potholes Taken Up(06 Cum)

Filling of Potholes with BM

8 189.950 190.000 24.05.2014 Filling of Potholes Taken Up(10 MT) Filling of Potholes with BM

9 189.950 190.650 24.05.2014 Over Lay by BM Taken Up(150 MT) Work done with Paver on L/H/S

10 189.950 190.650 25.05.2014 Filling of Potholes with BM Taken Up(10 MT)

Filling of Potholes with BM done by Labours

11 189.950 190.650 25.05.2014 Over Lay by BC Taken Up(90 MT) Work done with Paver on L/H/S

12 189.950 190.400




07.05.2014 Drain Cleaning work in Progress …..

Drain Cleaning work in Progress


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13 190.100 190.350 26.05.2014 Filling of Potholes with BC Taken Up(20 MT)

Filling of Potholes with BC done by Labours


15 190.100 190.400

07.05.2014 Filling of Potholes Taken Up (60 Sqmtrs)

Over Lay

02.05.2014 Over Lay by Asphalt Taken Up(10 Cum)


03.05.2014 Over Lay by Asphalt Taken Up (05 Cum)


29.04.2014 Over Lay by Asphalt

Taken Up



Filling of Potholes with BM done by Labours on L/H/S

17 190.350 190.500 27.05.2014 Over Lay by BC Taken Up(60 MT) Work done with Paver on R/H/S

18 190.400 190.500



08.05.2014 Filling of Potholes Taken Up (04 Cum) Filling of Potholes with BM

07.05.2014 Filling of Potholes Taken Up (05 Cum) …..

30.04.2014 Filling of Potholes Taken Up (105 Sqmtrs)


06.05.2014 Filling of Potholes

Taken Up (08 Cum) Filling of Potholes with BM

19 190.000 191.200 28.04.2014 Over Lay by Asphalt Done

80 Sqmtrs Asphalt Done

20 190.400 191.600 03.05.2014 Filling of Potholes Taken Up(25 Cum) Filling of Potholes with BM

30.04.2014 Over Lay by Asphalt

Done 105 Sqmtrs Asphalt done

21 190.400 195.500 09.05.2014 ….. …..

Drain Cleaning work in Progress

08.05.2014 ….. ….. Drain Cleaning work in Progress



24 191.600 191.900 ….. Over Lay by Asphalt Not Taken Up

25 192.150 192.250 30.05.2014 Over Lay by BM Taken Up(30 MT) Work done with Paver on R/H/S



27 192.800 193.000 08.05.2014 Filling of Potholes Taken Up(05Cum) Filling of Potholes with BM

28 193.000 193.200 ….. Over Lay by Asphalt Not Taken Up …….


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29 193.500 193.650 09.05.2014 Filling of Potholes Taken Up (35 Sqmtrs)



31 194.450 194.550 02.05.2014 Filling of Potholes Taken Up(10 Cum) Filling of Potholes with BM



34 195.500 195.900 03.05.2014 Over Lay by Cement Concrete (M15)

Taken Up(38 Cum) Over Lay of Road with PCC Cement Concrete

35 199.000 199.200 19.05.2014 Over Lay by BM Taken Up(40 MT)

Work done with Paver 19.05.2014 Over Lay by BC Taken Up(20 MT)












47 202.300 202.700 20.05.2014 Over Lay by BM Taken Up(110 MT) Work done with Paver


49 203.300 203.500 10.05.2014

Over Lay by Cement Concrete (M15)

Taken Up(32 Cum) Over Lay by Cement Concrete (M15)

30.04.2014 Filling Of Potholes In Progress (37 Cum Done)

Filling of Potholes with Cement Concrete




53 205.600 205.150 05.05.2014 Filling of Potholes with Cement Concrete

Taken Up(18 Cum) Filling of Potholes with Cement Concrete


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The accidental date for the month of May 2014 collected from respective departments is attached as follows:-

54 205.600 207.150 02.05.2014 Over Lay by Cement Concrete

Taken Up(37 Cum) Cement Concrete

55 207.150 217.000

13.05.2014 Over Lay by Cement Concrete

Taken Up(18 Cum) Over Lay by Cement Concrete (M25)

02.05.2014 Filling of Potholes by Tunnel Muck Taken Up(36 Cum) Filling of Potholes with

Tunnel Muck

03.05.2014 Filling of Potholes by Tunnel Muck Taken Up (50 Cum) Filling of Potholes with

Tunnel Muck

27.04.2014

Filling of Potholes by Tunnel Muck

In Progress (71 Cum Done)

Filling of Potholes with Tunnel Muck

56 208.300 208.400 31.05.2014 Filling of Potholes with BM Taken Up(20 Cum)



Filling of Potholes with BM done by Labours on R/H/S

58 220.000

220.700 29.04.2014 Filling of Potholes In Progress (05 Cum Done)

Filling of Potholes with Tunnel Muck


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

2460.00

2430.00

2280.00

2210.00

2464.00

2358.00

1280.00

1137.50

812.00

2252.00

2047.00

200.00

162.50

0.00

0.00 1000.00 2000.00 3000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 1

AchievedPlanned Revised July 2013Planned Original July 2011

2460.00

2430.00

2280.00

2210.00

2410.00

2319.00

1280.00

962.50

812.50

2122.00

1868.00

0.00

0.00

0.00

0.00 1000.00 2000.00 3000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 2


1875-19552022-2048


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12.1.2 South Portal

2750.00

2725.00

2590.00

2460.00

2495.00

2371.00

1280.00

1037.50

812.50

2102.00

2002.00

375.00

312.50

0.00

0.00 1000.00 2000.00 3000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 1


2750.00

2725.00

2590.00

2460.00

2485.00

2377.00

1280.00

850.00

650.00

2074.00

1865.00

0.00

0.00

0.00

0.00 1000.00 2000.00 3000.00

Top Heading

Benching

Water Proofing

Lining

Top Slab

Tube No. 2AchievedPlanned Revised July 2013Planned Original July 2011

1961-1980


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12.2 Month Wise Progress Report 12.2.1 South Portal

80

100 11

0

11012

0

128

160

162.

5

162.

5

0 0

62.5

0 0

0

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)

Achieved During May.-14

Tube - 0180

100

110

10012

0

128 16

0

162.

5

162.

5

0 0 0 0 0

0255075

100125150175200225250275300


Lining Top Slab

Original (2011)

Revised (2013)

Achieved During May.-14

Tube - 02


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12.2.2 North Portal

80 80 80

10012

0

128

160

162.

5

162.

5

0 0

12.5

0 0

0

25

50

75

100

125

150

175

200

225

250

275

300


Lining Top Slab

Original (2011)Revised (2013)Achieved During May-14

Tube - 0180 80 80

10012

0

128

160

162.

5

162.

5

0 0 0 0 0

0

25

50

75

100

125

150

175

200

225

250

275

300


Lining Top Slab

Original (2011)Revised (2013)Achieved During May-14

Tube - 02


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12.3 CYCLE REPORT 12.3.1 North Portal-Tube I 12.3.2 North Portal-Tube II No data for time cycle submitted by the Concessionaire for North Portal. 12.3.3 South Portal-Tube 1

2.3.4South Portal-Tube II No work in both the Tubes in heading and benching during the month due to shortage of material.


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13. TUNNEL ACTIVITIES

13.1 Blasting Report

13.1.1 South Portal

Detail of Blasting in Tube 1

Date TM

Ro

ck

Cla

ss

No

. o

f B

last

s Blasting Material Used

Cro

ss

Sec

tio

nal

A

rea

(Sq

m)

Exc

avat

ed

Rem

arks

Explosive (Kg)

NED (Nos.)

ED (Nos.)

Work Suspended due to Material Shortage


Date TM

Ro

ck

Cla

ss

No

. o

f B

last

s Blasting Material Used

Cro

ss

Sec

tio

nal

A

rea

(Sq

m)

Exc

avat

ed

Rem

arks

Explosive (Kg)

NED (Nos.)

ED (Nos.)

Work Suspended due to Material Shortage

13.1.2 North portal


Date TM

Ro

ck

Cla

ss

No

. o

f B

last

s

Blasting Material Used Cross Sectional

Area (Sqm)

Excavated Quantity

(Cum)

Rem

arks

Explosive (Kg)

NED (Nos.)

ED (Nos.)

Work Suspended due to material shortage/labour strike


Date TM

Ro

ck

Cla

ss

No

. o

f B

last

s

Blasting Material Used Cross

Sectional Area (Sqm)

Excavated Quantity

(Cum)

Rem

arks

Explosive (Kg)

NED (Nos.)

ED (Nos.)

Work Suspended due to material shortage/labour strike 3.2Excavation 13.2.1 South Portal

Date TUBE NO: 1

Tunnel Meter Progress in m

Rock Class

Excavation in

Remarks From To

Work Suspended due to material shortage


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Date

TUBE NO: 2


Rock Class

Excavation in

Remarks From To

Work suspended due to Material Shortage

13.2.2 North Portal

3.3Fore poling

13.3.1 North Portal

Date

TUBE NO: 1

Tunnel Meter Nos.

Length of bolt (m)

RM Type of

Bolt Remarks

From To NIL

Date

TUBE NO: 2

Tunnel Meter Nos.

Length of bolt (m)

RM Type of

Bolt Remarks

From To

NIL 13.3.2 South Portal

Date TUBE NO: 1

Tunnel Meter Nos.

Length of bolt (m)

RM Type of

Bolt Remarks

From To NIL

Date

TUBE NO: 2

Tunnel Meter Nos.

Length of bolt (m)

RM Type of

Bolt Remarks

From To NIL

Date TUBE NO: 1


Rock Class

Excavation in

Remarks From To

Work suspended due to Material shortage

Date TUBE NO: 2


Rock Class

Excavation in

Remarks From To

Work suspended due to Material shortage


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13.4 ROCKBOLTING:

13.4.1 South Portal

Date

TUBE NO: 1

Tunnel Meter Nos.

Length of bolt (m)

RM Type

of Bolt Remarks

From To NIL

Date TUBE NO: 2

Tunnel Meter Nos.

Length of bolt (m)

RM Type of

Bolt Remarks

From To

NIL 13.4.2North Portal

13.5SHOTCRETE: 13.5.1 South Portal

DETAILS OF SHOTCRETE IN TUBE NO: 1

Date Tunnel Meter Shotcrete

(cum) Type of

Shotcrete Remarks

From To NIL

DETAILS OF SHOTCRETE IN TUBE NO: 2

Date Tunnel Meter Shotcrete

(cum) Type of

Shotcrete Remarks

From To

NIL 13.5.2 North Portal Tube-1

TUBE 1

Date Tunnel Meter

NO. OF BOLT RM. of Bolt Remarks

SD SN SW SD SN SW NIL

TUBE 2

Date Tunnel Meter NO. OF BOLT RM. of Bolt

Remarks SD SN SW SD SN SW

NIL


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Date Tunnel meter Shotcrete

Remarks From to SFRS M25 (Cum.) Plain M25 (Cum.)

NIL Tube-2

Date

Tunnel meter Shotcrete Remarks

From To SFRS M25 (Cum.) Plain M25 (Cum.) NIL

13.6 WIREMESH: 13.6.1 South Portal

DETAILS OF WIREMESH IN TUBE NO: 1

Date Tunnel Meter

Wire mesh(m2) Shotcrete used Remarks From To

NIL

DETAILS OF WIREMESH IN TUBE NO: 2

Date Tunnel Meter Wire

mesh(m2) Shotcrete

used Remarks

From To

NIL 13.6.2North Portal DETAILS OF WIREMESH IN TUBE NO: I

Date Tunnel meter Wire mesh

(m2) Shotcrete used Remarks

From To Nil

DETAILS OF WIREMESH IN TUBE NO: II

Date Tunnel meter Wire mesh

(m2) Shotcrete used Remarks

From To NIL

13.7 Lattice Girder 13.7.1 North Portal Tube-I

DATE TUNNEL METER

CLASS NO TOTAL WEIGHT

IN KG REMARKS

NILL Tube-2

DATE TUNNEL METER

CLASS NO TOTAL WEIGHT

IN KG REMARKS

NILL

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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: Navayuga Quazigund Expressway Pvt. Ltd.

Name of EPC Contractor: Navayuga Engineering Company

Month: May -2014 Date: 31.05.2014

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

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

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15. MANPOWER DEPLOYED FOR PROJECT Key Staff

Sl.No. Name Designation

1 Mr. Md.Sirajuddin Regional Director from Delhi 2 Mr. Pannagaraj M.K. Vice President (Project) from CO 3 Mr. Deepak Surinder Kumar General Manager 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. Rakesh Kumar Singh Supervisor 18 Mr. Irshad Ahmed Lone Foreman 19 Mr. Latchayya Foreman 20 Mr. Rambabu Sr. Supervisor 21 Mr. Bashir Ahmed Wani Supervisor (Electrical) 22 Mr. Irfan Amin Itoo Tr Supervisor 23 Mr. SukanthNayak Supervisor 24 Mr. Debasishlanka Supervisor 25 Mr. Bashir Ahmad Supervisor 26 Mr. Ishaq Supervisor 27 Mr. Asruf Supervisor 28 Mr. Safiq Ahmed Kaully Supervisor 29 Mr. Sameer Ahmed Itoo Tr. Supervisor 30 Mr. Muzfara Ahmed wani Tr. Supervisor 31 Mr. Dharma Biswal Tr. Supervisor 32 Mr. Javeed Ahmed Sheikh Tr. Supervisor 33 Mr. Irshad Ahmed Wani Supervisor 34 Mr. Iftikar Ahmed Supervisor 35 Mr. Babu Ram Nayak 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. Ravi Banki Sr. Dy. Manager 3 Mr. Ram PrakashGarla Sr. Engineer (Tunnel) 4 Mr. Jagtar Sigh Sr. Engineer 5 Mr. BalaKoteswaraRaoDasari Senior Site Engineer 6 Mr. Sree Ganesh Senior Site Engineer 7 Mr.SajadurRahmanGani Jr. Engineer (Civil) 8 Mr. Mushtaq Ahmed Bhat Jr. Engineer (Civil) 9 Mr. K.V. Anil Kumar Site Engineer 10 Mr. Davood Ahmed Rathar DTE (Civil) 11 Mr. Laxman Sigh Singwal Officer (Geologist) 12 Mr. Bhoopender Singh Geologist 13 Mr. PankajGulshan Jr. Geologist 14 Mr. Shoib Ahmed Khan DTE (Mech.) 15 Mr. Sheikh Mumin Amin DTE (Civil) 16 Mr. ArifHussainBeigh DTE (Mech.)

36 Mr. FarooqAhmedWani Camp Supervisor 37 Mr. K. Shibu Kumar Sr. Electrician 38 Mr. K. SuriBabu Sr. Mason 39 Mr. Ghani Khan Supervisor 40 Mr. Naval Singh Rajput Mechanic Charge Hand 41 Mr. Rajeev Kumar Singh Supervisor


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17 Mr. ZakirHussainNaik Tr. Engineer (Civil) 18 Mr. Y.S.Rathore Site Engineer (Electrical) 19 Mr. Bilal Ahmed Khan Tr. Engineer (Mechanical) 20 Mr. AnupkumarPandey Jr. Foreman 21 Mr. Dilip Kumar Sha Sr. Foreman 22 Mr. Vijay Kumar Charge man (Fitter) 23 Mr. Deepak Kumar Asstt. Foreman Electrical 24 Mr. Ritu Raj Suman Sr. Supervisor 25 Mr. Abdul QuayumParray Sr. Supervisor 26 Mr. K. Kumar Electrician 27 Mr. JakirHussain Computer Operator 28 Mr. Amrit Pal Singh Supervisor 29 Mr. Kamleshorai Supervisor 30 Mr. Irshad Ahmed Wani Supervisor 31 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 Asst. Manager 2 Mr. Kranthi Kumar Site Engineer 3 Mr. Suraj Kumar Das G.T.E. 4 Mr. Laxmi Deepak G.T.E. 5 Mr. Rithesh Kumar Tiwari Sr. Lab Technician 6 Mr. Gajendra Singh Operator (B/Plant) 7 Mr. KoteswaraRao Lab Tech. 8 Mr. D. Damoder Operator (B/Plant) 9 Mr. K. ChinnaVenkanna Lab Assistant 10 Mr. D. Gangayya Lab Technician 11 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. Dinesh Chakrabarthy Asstt. Project Manager 2 Mr. Sameem Ahmed Sr. Engineer 3 Mr. Sumit Singh Senior Surveyor 4 Mr. Babun Roy Senior Surveyor 5 Mr. Pradeep Das Senior Surveyor 6 Mr. Ram BabrawnPinate Surveyor 7 Mr. SandeepSasmal Surveyor 8 Mr. PradeepRathi Surveyor 9 Mr. Sougata Jana 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 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. RevathiPathi Store Assistant 17 Mr. G. Viswanadham Store Assistant 18 Mr. G. Murali Krishna Store Assistant 19 Mr. B. Subramaniyam Store Assistant 20 Mr. Baljit Singh 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. Khirad Kumar Safety Officer 6 Mr. Bilal Ahmed Wasay Safety Supervisor 7 Mr. Irfan Amin Itoo Safety Supervisor

10 Mr. R. Santosh Naidu Surveyor 11 Mr. Subjit Gosh Junior Surveyor 12 Mr. SajaySav Junior Surveyor 13 Mr. ArghayadipSamanta Junior Surveyor 14 Mr. ShanawazBhat Asstt. Surveyor 15 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 1-

Crusher 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 1-


15 Tunnel Excavator Liebherr R 944 C T

Litronic 258 hp 2 1-South Portal 1-North Portal 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 Compactor Volvo SD110 2 1-Road 1-North

Portal Working

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


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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 2-


28 Shotcrete Pump Dry

CanstroEngg.Works 1 1-North Portal Working

29 Grout Pump Atlas Copco MAI M400NT 5 3-South Portal 2-


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 1-


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


34 Hydraulic Rock Breaker

Atlas Copco MB1500 Star select 2 1-South Portal 1-


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-


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 SomnathMachin 52mm 2 1-South Portal 1- Working


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Machine e Tools North Portal

46 Lathe Machine

Somnath Machine Tools 300mm 1 1-South Portal Working

47 Batching Plant SchwingStetter CP-30 30

Cum/hr 1 1-north portal Working

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-


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 Hero Glamour 2 Seater 2 2-South Portal Working


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Cycles 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

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 Letter 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 01.05.2014 5061142/601 Invoice No. 35 (April-2014) By Hand

2 01.05.2014 5061142/602 Certificate of Invoice No. 34 (March-2014) By Mail

3 02.05.2014 5061142/603 Estimation for the Maintenance of Road from Km 189.350 to Km 204.700 By Mail

4 03.05.2014 5061142/604 Estimation for the Maintenance of Road from Km 189.350 to Km 204.700 By Mail

5 05.05.2014 5061142/605 Highway Maintenance - Recommendation By Mail

6 05.05.2014 5061142/606 Daily Highway Maintenance Report By Mail

7 06.05.2014 5061142/607 Daily Highway Maintenance Report By Mail 8 06.05.2014 5061142/608 Maintenance of Existing Highway By Mail

9 06.05.2014 5061142/610 Highway Maintenance and General Site Progress By Mail

10 06.05.2014 5061142/611 Insurances Policies By Mail

11 07.05.2014 5061142/612 Daily Highway Maintenance By Mail



14 09.05.2014 5061142/618 Monthly Accident Data By Mail

15 22.05.2014 5061142/619 Monthly Inspection Report for the month of April-2014 By Hand


17 19.05.2014 5061142/623 Milestone-IV Damages By Mail



20 15.05.2014 5061142/627 Role of Independent Engineer By Mail


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21 15.05.2014 5061142/628 Online Monitoring of PPP Projects By Mail

22 19.05.2014 5061142/628 Daily Highway Maintenance w/c 18.05.2014 By Mail

23 20.05.2014 5061142/632 Highway Lengths By Mail


25 20.05.2014 5061142/635 Submission CV of Sub -Professional for approval By Mail


27 22.05.2014 5061142/637 Submission of CV sub-Professional By Mail

28 22.05.2014 5061142/638 Fabrication of steel Girders By Mail



31 23.05.2014 5061142/644 Submission of CV By Mail

32 26.05.2014 5061142/645 Financial Documentation By Mail

33 26.05.2014 5061142/646 Financial Information By Mail



36 27.05.2014 5061142/649 Replacement of Tunnel Excavation Expert By Mail

37 28.05.2014 5061142/652 Submission of CV sub-Professional By Mail



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II. Correspondence Letter From SMEC International Pty. Ltd. in association with SMEC India Pvt. Ltd. &RODIC Consultants Pvt. Ltd. Banihal to M/S Navayuga Engineering Company Ltd. Nowgam.

Sl. No.

Date Reference

No. Regarding

Remarks /Mode

1 06.05.2014 5061142/609 Inspection of Testing for Expansion Joints for Bridge No/ 1 & 4 By Hand

2 07.05.2014 5061142/613 Monthly Progress Report March-2014 By Hand

3 07.05.2014 5061142/614 Steel Plate Inspection Report By Hand

4 07.05.2014 5061142/615 Project Milestone By Hand

5 09.05.2014 5061142/620 Submission of Formats By Hand

6 10.05.2014 5061142/621 Approval of alternative supply of HDPE pipe By Hand

7 20.05.2014 5061142/631 Shop Drawings By Hand

8 20.05.2014 5061142/634 Pipe Culvert at Ch. 191+020.718 By Hand

9 22.05.2014 5061142/638 Fabrication of Steel Girders By Hand

10 23.05.2014 5061142/642 Convergence Monitoring By Hand

11 27.05.2014 5061142/650 Force Majeure / Delay to work By Hand

III. Correspondence Letter from M/S Navayuga Engineering Company Ltd.

Nowgam, To SMEC International Pty. Ltd. in association with SMEC India Pvt. Ltd. &RODIC Consultants Pvt. Ltd. Banihal.

Sl. No.


/Mode

1 07.05.2014 NQEPL/1239/NHAI/SMEC/R&B/T/010

Submission of Super Structures Shop Drawings of Bridge No. 1 for P1L-P2L span

By Hand

2 07.05.2014 NQEPL/1239/NHAI/SMEC/MPR/008

Submission of Monthly Progress Report April-2014 By Hand

3 09.05.2014 NQEPL-1239/JK/2014-15/020 Drawings Review on priority Basis By Hand

4 17.05.2014 NQEPL/1239/NHAI/SMEC/R&B/T/011 By Hand

5 10.05.2014 NQEPL/1239/NHAI/SMEC/R&B/T/012

Submission of Drawing General Arrangement of Pipe culvert at Ch. 191.00 By E-Mail


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6 16.05.2014 NQEPL/1239/NHAI/SMEC/Tunnel/Dwg/T/013

Submission of structural Analysis-Maintenance Workshop North Portal

By Hand


Submission of Tunnel Ventilation Drawings By Hand


Submission of General Drawing Safety Equipment By Hand


Submission of detailed drawing (E&M works) -Earthing and potential equalization main tunnel

By Hand

IV. Correspondence Letter from NHAI, Srinagar to M/S Navayuga Engineering Company Ltd. Nowgam and Copy to SMEC International Pty. Ltd. in association with SMEC India Pvt. Ltd. &RODIC Consultants Pvt. Ltd. Banihal.

Sl. No.


/Mode

1

02.05.2014 PD/SGR/14001/Gen/261

Guidelines for Compliance of Provisions under the contract labour (Regulation & Abolition) Act, 1970

By E-Mail

2 03.05.2014 PD/SGR/14003/NQEL/258 Maintenance of Existing Highway and Safety Issues By E-Mail

3 05.05.2014 PD/SGR/14003/NQEL/259 Maintenance of Existing Highway By E-Mail

4 05.05.2014 PD/SGR/14001/Gen/263 Audit Requisition By E-Mail

5 06.05.2014 PD/SGR/14003/NQEL/260

Deteriorate road condition from Jawahar Tunnel to Versus (Qazigund)

By E-Mail

6 06.05.2014 PD/SGR/14008/Pkg/159 Meeting with Member (Fin) at NHAI HQ, New Delhi By E-Mail

7 07.05.2014 PD/SGR/14003/NQEL/261 Monthly Inspection Report for the month of March-2014 By E-Mail


9 15.05.2014 PD/SGR/14003/NQEL/263 Progress Review Meeting By E-Mail

10 16.05.2014 PD/SGR/14001/Gen/268 Details of Length of Project

By E-Mail


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Highway

11 18.05.2014 PD/SGR/14003/NQEL/264 Maintenance of Existing Highway By E-Mail

12 19.05.2014 PD/SGR/14003/NQEL/265 Inspection of Quality System of the ongoing projects By E-Mail

13 21.05.2014 PD/SGR/14003/NQEL/266

Cost Maintenance of existing highway including Jawahar Tunnel and Snow

By E-Mail

14 21.05.2014 PD/SGR/14003/NQEL/267 Online Monitoring of PPP Projects By E-Mail

15 22.05.2014 PD/SGR/14008/Pkg/162

Shri Amar Nath ji Yatra 2014 schedule to commence wef 28.06.2014

By E-Mail

16 22.05.2014 PD/SGR/14003/NQEL/268 Progress Review Meeting by RO (J&K) By E-Mail

17 26.05.2014 PD/SGR/14001/Gen/269 Prevention of overloading By E-Mail

18 26.05.2014 PD/SGR/14001/Gen/270 Implementation of Electronic toll Collection By E-Mail

19 26.05.2014 PD/SGR/14003/NQEL/269 Convergence Monitoring By E-Mail

20 26.05.2014 PD/SGR/14001/Gen/270 Financial Documentation By E-Mail

V. Correspondence Letter from M/S Navayuga Engineering Company Ltd.

Nowgam to NHAI, Srinagar and Copy to SMEC International Pty. Ltd. in association with SMEC India Pvt. Ltd. &RODIC Consultants Pvt. Ltd. Banihal

Sl. No.


/Mode 1 14.05.2014 NQEPL-1239/JK/2014-15/021 Audit Requisition By E-Mail

2 15.05.2014 NQEPL-1239/JK/2014-15/023 Details regarding guidelines for compliance of provisions By E-Mail

3 21.05.2014 NQEPL-1239/JK/2014-15/024 Maintenance of existing highway By E-Mail


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VI. Correspondence Letter from NHAI, Srinagar to SMEC International Pty.

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

Sl. No.


/Mode 1 02.05.2014 PD/SGR/14001/Gen/258 Setting up of Institutional By E-Mail

2 02.05.2014 PD/SGR/14006/SMEC/187 Role of Independent Engineer By E-Mail

3 02.05.2014 PD/SGR/14001/Gen/260 Maintenance of existing highway By E-Mail

4 03.05.2014 PD/SGR/14006/SMEC/188

Estimation for the maintenance of existing highway from 189.350 to 220.700 By E-Mail

5 03.05.2014 PD/SGR/14006/SMEC/189 Maintenance of existing highway By E-Mail

6 05.05.2014 PD/SGR/14006/SMEC/190 Contract Situation Report By E-Mail


8 08.05.2014 by e-mail Audit Requisition-Urgent By E-Mail

9 08.05.2014 by e-mail Role of independent Engineer-Reminder-I By E-Mail

10 08.05.2014 PD/SGR/14006/SMEC/191 Highway Maintenance and General Site Progress By E-Mail

11 15.05.2014 PD/SGR/14006/SMEC/192 Online Monitoring of PPP Projects By E-Mail

12 19.05.2014 PD/SGR/14006/SMEC/193 Escrow Account By E-Mail

13 19.05.2014 PD/SGR/14006/SMEC/194

Examination of workers welfare Cess and WCT deposited by Concessionaire By E-Mail

14 22.05.2014 PD/SGR/14006/SMEC/197 Online Monitoring of PPP Projects By E-Mail

15 26.05.2014 PD/SGR/14006/SMEC/198 Replacement of Tunnel Excavation Expert By E-Mail

16 26.05.2014 PD/SGR/14006/SMEC/199 Contract Situation Report By E-Mail

17 29.05.2014 PD/SGR/14006/SMEC/201 Submission of CV of Sub-Professional By E-Mail


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II. Correspondence letter from NHAI, Srinagar to RO NHAI Jammu

Sl. No. Date Reference No. Regarding Remarks/Mode NIL

VIII. Correspondence letter from Navayuga Engineering Company, to others

Sl. No Date Reference No. Regarding Remarks/Mode NIL

IX. Correspondence letter from NHAI, Srinagar to Others

Sl. No. Date Reference No. Regarding Remarks

/Mode

X. Correspondence letter from SMEC International Pty. Ltd. in association with SMEC India Pvt. Ltd. &RODIC Consultants Pvt. Ltd. Banihal to Others

Sl. No. Date Reference No. Regarding Remarks/Mode NIL

18. Progress Report on L-Section

Tube No.1

Tube No.2Tube No.2

Excavation Towards North Portal Excavation Towards South Portal

Tube No. 1

North PortalSouth Portal

Progress End of May ' 2014

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 ( Ch.189.350 to Ch.204.700) JAMMU & KASHMIR

NAME OF CONCESSIONAIRE : NAVAYUGA QUAZIGUND EXPRESSWAY Pvt.Ltd

Lining = 312.50mTop slab = 0.00m

Lining = 00.00 mTop slab = 00.00 m



Top Heading = 2102.00mBenching = 2002.00m

Top Heading = 2074.00m

Benching = 1865.00m

Top Heading = 2252.00m

Benching = 2047.00m

Top Heading = 2122.00mBenching = 1868.00m

Documents

Date: 25 June 2014 The Project Director Our Ref.: …nhai.org.in/spw/IEReport/686_SMEC-NHAI-MIR May-2014.pdf · No Heading has been carried out during the month and stands at TM 2122.00m