website o & m inspection report of oct-2014 - nhai.org.innhai.org.in/spw/iereport/website o _ m...

Independent Engineer Services for Rehabilitation, Strengthen and 4-Lane of Jammu Udhampur Section of NH-1A, From Km.

15.00 to 67.00 on BOT (Annuity) Basis of J&K (Pkg No. NHDP-Phase-II/BOT/VI/J&K)

Monthly Report Oct - 2014 O & M Inspection Report No. 04

O & M Inspection Report for October 2014

Key Map




Page | 2

LOCATION MAP




PROJECT - 2

15200

35400

PROJECT - 135400 16452

INDEX MAP FOR JAMMU-UDHAMPUR SECTION OF NH-1A




Page | 4

PROJECT TITLE

Rehabilitation, Strengthening and Four Lanning of Jammu to Udhampur Section from Km 15.200 (Jammu Bypass) to Km 67.000 of NH 1-A on DBFOT Basis in the State of Jammu & Kashmir (Package No. NHDP-Phase-II/BOT/VI/J&K)




Page | 5

5.0 Project Agreements Agreement made by Concessionaire

Agreement made between NHAI and SP Jammu Udhampur Highway Private Limited. A Concession Agreement dated 19.07.2010 was entered into between the SP Jammu Udhampur Highway Private Limited as the Concessionaire and National Highway Authority of India (NHAI) for Rehabilitation, Strengthening of four laning of Jammu to Udhampur section from Km. 15.00(Jammu Bypass) to Km.67.000 of NH-1A in the state of Jammu & Kashmir and its improvement, Operation and Maintenance through a concession on Design, Build, Finance Operate and Transfer (DBFOT) on BOT (Annuity) basis.

a. The Agreement This Agreement is entered into on this the 19th day of July 2010 between NATIONAL HIGHWAYS AUTHORITY OF INDIA, a statutory body constituted under the provisions of NATIONAL HIGHWAYS AUTHORITY OF INDIA, Act, 1988, and having its principle office at G-5 & G-6, Sector – 10, Dwarka, New Delhi-110075 (hereinafter referred to as “NHAI” which expression shall, unless repugnant to the context or meaning thereof, include its administrator, successors and assigns) of One Part. AND SP Jammu Udhampur Highway Private Limited. a company incorporated under the provision of the Companies Act, 1956 and having its registered office at Deendayal Upadhyay Reseach Institute, 5th floor, 7E – Jhandelwala Extension, New Delhi -110 India (hereinafter referred to as the “Concessionaire” or “Company” which expression shall unless repugnant to the context or meaning thereof include its successors and permitted substitutes) of the other Part. b.The Contract arrangement. The National Highways Authority of India (NHAI) duly authorized by Ministry of Shipping, Road Transport and Highways (MOSRTH&H), Government of India invited the bid for Design, Built , Finance, Operate and Transfer(DBFOT) of Rehabilitation, Strengthening of four laning of Jammu to Udhampur section from Km. 15.00(Jammu Bypass) to Km.67.000 of NH-1A in the state of Jammu & Kashmir (hereinafter referred to as the Project). As per LOA, Shapoorji and Pallonji was required to incorporate a SP-JUHi solely for the purpose of domiciling the Project for signing the Concession Agreement. Accordingly Shapoorji and pallonji has incorporated M/s SPJUHi to execute the Project as Concessionaire.

NHAI and the Concessionaire entered into a Concession Agreement on 19th July 2010 for the execution of the Project on Design, Built, Finance, Operate and Transfer (DBFOT). B. Agreement between Shapoorji & Pallonji Ltd. as the Concessionaire and Afcons as the EPC Contractor NHAI and Shapoorji and Pallonji Ltd. entered into Concession Agreement on 19th July for the execution of the Project on Design,Build, Finance, Operate and Transfer (DBFOT) basis. The Shapoorji & Pallonji Ltd. is desirous of assigning the work related to execution of the Project along with service roads and associated facilities including inter alias investigations, survey, design, engineering, construction and all other allied activities etc. to a competent Party. The Contractor AFCONS has represented to the Concessionaire that they have sufficient experience and competence to undertake such kind of works and have offered to execute the works on Engineering Procurement Construction (EPC) contract basis. Based as the representation of the Contractor, the Concessionaire has accepted the offer of the Contractor to execute the “Works” on EPC contract basis on mutually agreed terms and conditions. c. O&M Contractor The Concessionaire has appointed SP Cements (Gujrat) Private Pimited, a company incorporated under the provisions of the Company Act 1956 and having its Registered Office: Plot No. 9, HIG Phase-IV, Tawi Vihar, Sidhra, Jammu-180019 as their Operation and Maintenance (O&M) Contractor.




Page | 6

PROJECT PARTICULARS

1. Project Title : Rehabilitation, Strengthening and Four Laning of Jammu to Udhampur

Section from Km-15.00 [Jammu Bypass] to Km-67.00 of NH-1A in the

State of Jammu & Kashmir[Package No. NHDP-Phase-II/BOT/VI/J&K]

2. Concessionaire : SP Jammu Udhampur Highway Private Limited Deendayal Upadhyay

Research Institute, 5th Floor, 7E- Jhandelwala Extension, New Delhi-

110 055

3. Independent Engineer : SMEC International Private Limited In association with SMEC India

Private Limited And RODIC Consultants Private Limited Building No 8,

Tower C, 5th Floor, Cyber city DLF Ph-II, Gurgaon- 122 002 [HR]

4. EPC Contractor : Afcons Infrastructure Limited Afcons House, 16, Shah Industrial Estate,

Veera Desai Road, Azad Nagar P.O., Post Box No.11978, Andheri [W],

Mumbai- 400 053

5. Appointment Date : 16.06.2011

6. Provisional COD :1st June 2014 vide letter no. Ref. 5061134/SMEC-NHAI/1429 dated 1st

July 2014 of IE for length of 50.587 Km)

7. Concession Period : 20 Years from Appointment Date




Page | 7

Project Background

The Govt. of India (GOI) through Ministry of Roads, Transport& Highways (MORT &H) is contemplating to

enhance the traffic capacity and safety for efficient transportation of goods as well as passenger traffic on the

heavily trafficked National Highway sections. GOI has entrusted National Highways Authority India (NHAI) with

the responsibility of developing and maintaining the entrusted sections of the National Highways network.

National Highway NH-IA originates from Jalandhar in the state of Punjab and ends at Srinagar in Jammu and

Kashmir state. This is one of the most important roads connecting Jammu and Kashmir with the rest of India

The Project road "Jammu Bypass to Udhampur is a section of NH-1A" starting at km 15.00 on Jammu Bypass

(just after the NS-33 project of National Highway in the State of Jammu and Kashmir) and terminating at the

North end of Udhampur Bypass ( existing Km 67.000) of NH-1A. The total length of Project Highway is 64.579Km.

On its way it Bypasses the major township of Nagrota and Udhampur with developing commercial activities.

Project road follows the alignment of NH-1A from Km 9.350 to Km 10.200, thereafter follows new alignment for

proposed bypass of Nagrota again to meet NH – 1A at Km 22.400 of main road from this point follows the

alignment of NH-1A upto Km 52.377 Km thereafter it again follows New alignment for proposed Udhampur

Bypass to meet again at existing Km 67.00 of NH-1A..

In existing Jammu- Udhampur Section the condition of the existing pavement is fair to good. Generally the

existing road is having 2-lane carriageway.

Thus, in order to provide a better 1evel of service to the vehicular traffic it has been decided to augment the

capacity of Jammu to Udhampur section of NH-1A from design Km 15.000 (end of package No- NS-33 of Jammu

Bypass to Km 67.000 at Udhampur by widening the existing 2 lane road to 4 lane dual carriage way facility on

Design, Build, Operate and Transfer /Annuity (BOT/Annuity) basis.

Thus the construction package for the project includes developing the existing two lane carriageway to four lane

dual carriage configurations including strengthening of existing two lane between Km. 15.000 and Km 67.000

Section of NH-1A.




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SILENT FEATURES OF THE PROJECT

1. Width of paved carriageway

a. Main carriageway (4lanes) : 17.50m (Bypasses) : 16.50m (Main Road)

b. Service road : 7.0m.(at Jammu bypass ) : 5.5m (Rest of section)

2. Main carriageway width : 8.25m &8.75m (including

. 1.0 &1.5m width of Paved

. shoulder) 3. Unpaved shoulder : 1.0m

4. Total carriageway width : 9.25m &9.75m

5. Bridge width : 10.25m (including foot path)

6. Median width : 1.5m to 4.5m

7. Cross slopes : 2.5% on carriage way

: 3.0% on soft shoulder

8. Embankment slope : 1V: 2H

9. Super elevation : 7.0% (maximum)

10. Pattern of widening

a) One side widening : 14.77 Km

b) Two side widening : 25.96 Km

c) Realignment : 23.849 Km

d) By Passes : 15.200 Km to 20.300Km (Jammu Bypass) :10.200Km to 22.400Km .(Nagrota Bypass)

: 0.00 Km to 16.452 Km (Udhampur Bypass)

e) Service road : 17.362 Km

14. Design speed : 45 Km/hr (Minimum) : 85Km/hr (Maximum)




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15. Pavement composition of main carriageway :

16. Pavement composition for service road:

17. Pavement composition of rigid pavement for Toll plaza at Ch:22.600Km

18. Bus Lay byes : 06 Nos. (Nagrota Bypass)

: 12 Nos. (Main Road)

: 10 Nos. (Udhampur Bypass)

19. Truck Lay byes : 04 Nos. (Nagrota Bypass)

SL. No. Layer New carriage way Rehabilitation of existing Road

1 BC 50mm Profile corrective courses (PCC) varying

As per design

2 DBM 110mm 3 WMM 250mm 4 GSB 200mm

5 SUB GRADE 500mm

SL. No. Layer Thickness

1 SDBC 25mm

2 DBM 50mm

3 WMM 250mm

4 GSB 200mm 5 Subgrade 500mm

SL. No Layer Thickness

1 PQC 300mm

2 DLC 150mm

3 GSB 150mm

4 SUB GRADE 500mm




Page | 10

: 07 Nos. (Main Road)

: 02 Nos. (Udhampur Bypass)

20. Culverts : 212 Nos.

a) Pipe culverts : 38 Nos.

b) RCC Slab/Box culverts : 174 Nos.

21. Major bridges : 21 Nos.

22. Minor bridges : 22 Nos.

23. Viaduct : 22 Nos.

24. PUP/CUP : 03 Nos.

25. VUP : 09 Nos.

26. Major Intersections : 14 Nos.

27. Minor Intersections : 07 Nos.

28. No. of Tunnels : 04x2=08 Nos.

: 1361m (L) + 1416 (R)

29. Retaining wall : 42.309 Km’s

30. Breast Wall : 46.715 Km’s

31. Drain

a) Lined : 55.511 Km’s

b) Un-lined : 13.564 Km’s

32. Toll Plaza : 01 No




Page | 11

SAFETY REQUIREMENT:-

The Concessioner is informing time to time in advance for Lane Closures, diversions in his

Project Highway and following the relevant operating procedures including setting up of

temporary traffic cones and lights, and removed obstructions and debris without delay. If

any delay in such removal of obstructions and debris the IE is a issuing instructional in

writing time to time and ensure safe conditions for the users.

Also for a smooth flow of traffic it is maintaining and operating a round the clock vehicle

rescue post with mobile cones




Page | 12

O&M STRETCHES:-

S. No. Stretch From To Length (Km)

1 Jammu Bypass 15.200 18.700 3.500 2 Jammu Bypass 18.700 20.305 1.605 3 Main Road 9.370 9.700 0.330 4 Main Road 9.700 21.820 12.120 5 Main Road 21.890 22.740 0.850 6 Main Road 26.550 31.290 4.740 7 Main Road 31.290 31.590 0.300 8 Main Road 31.590 32.580 0.990 9 Main Road 33.230 33.850 0.620

10 Main Road 34.050 35.050 1.000 11 Main Road 36.120 37.360 1.240 12 Main Road 37.770 39.330 1.560 13 Main Road 39.330 40.200 0.870 14 Main Road 40.200 41.920 1.720 15 Main Road 41.920 42.700 0.780 16 Main Road 42.700 50.160 7.460 17 Main Road 52.280 52.457 0.177 18 Udhampur Bypass 0.000 2.460 2.460 19 Udhampur Bypass 3.670 5.300 1.630 20 Udhampur Bypass 6.670 11.430 4.760 21 Udhampur Bypass 12.095 13.970 1.875




Page | 13

INSPECTION REPORT:- 1) SURFACE DEFECTS:

Sr. No.

Chainage

Side

Area

Type of Defect

Removal of Debris

Remarks

From

To Pot

Hole

Patch

Cracks

Settlement

Rutting

1) 28+810 -------- RHS MR √ MCW

2) 36+140 36+600 LHS MR √ Shoulders

2) ROAD FURNITURE (KM/HECTOMETRE STONE):

Sr. No.

Chainage

LHS RHS Remarks

Tilted Damaged Missing Tilted Damaged Missing

KILOMETER STONE

1)

2)

3)

4)

HECTOMETER STONE

1)

2)

3)

4)

3) ROAD FURNITURE (BOLLARD/SIGN BOARD):

Sr.

No.

Chainage

Side

Area

Observation

Remarks

Tilted

Damaged

Missing Dirt Needs to

be Cleaned 1) 15+250 LHS JBP √ Signage for Underpass

2) 15+300 LHS JBP √ Left in Service road sign

3) 15+400 RHS JBP √ Service Road end sign

4) 17+200 LHS JBP √ Service Road end signage

5) 17+300 RHS JBP √ Signage for Underpass

6) 10+120 LHS JBP √ Signage for left in Service Road and Underpass 7) 10+520 RHS NBP √ Flexible Delineators

8) 21+450 MO NBP √ MO Signage at Udhampur End

9) 28+700 MO MR √ Median Opening Signage Both Ends 10) 40+430 MO MR √ Median Opening Signage

NIL

NIL




Page | 14

11) 40+600 MO MR √ Median Opening Signage

4) ROAD FURNITURE (HAZARD/BLINKERS):

Sr. No.

Chainage

Side Area

Observation

Remarks

Tilted

Damaged

Missing Dirt Needs to

be Cleaned 1) 15+200 MO JBP √ Blinkers in Jammu Side

2) 29+800 MO MR √ Blinker Both ends

3)

4)

5) 40+430 MO MR √ Hazard and Blinkers Signage

6) 40+600 MO MR √ Hazard and Blinkers Signage

7) 41+240 MO MR √ Hazard Signage, Pedestrian Crossing Signage and Blinkers

8) 42+650 MO MR √ Hazard Signage MO Signage, Pedestrian Crossing Signage and Blinkers

9)

10) 45+995 MO MR √ Pedestrian Crossing Signage at Both ends

11) 47+100 LHS MR √ Pedestrian Crossing Signage

12) 48+100 RHS √ Hazard Signage at Truck Lay Bye

13) 5+100 BHS UBP √ Hazard Signage

14) 5+784 LHS UBP √ Hazard Signage

15) 6+740 LHS UBP √ Hazard Signage

16) 13.545 LHS UBP √ Hazard Signage at B-32

17) 7+787 MO UBP √ Blinkers

18) 5+830 RHS UBP √ Hazard Signage



21) 2+950 RHS UBP √ Hazard Signage at B – 28

22) 52+111 BHS MR √ Hazard Signage at B – 25

23) 12+700 LHS UBP √ Hazard Signage at B – 31 A

5) Road Side Safety Barrier:

Sr. No.

Chainage Side

Area

Observation Remarks

From To Damaged Missing

1) 16+005 ------------ LHS JBP √ Metal Beam Crash Barrier

2) 16+425 16+435 LHS JBP √ Metal Beam Crash Barrier

3) 37+840 37+860 LHS MR √ Brifen WRSF and post





Page | 15


6) 0+000 0+050 LHS UBP √ Brifen WRSF and post

7) 4+080 4+110 RHS UBP √ Brifen WRSF and post



10) 11+040 11+050 LHS UBP √ Brifen WRSF and post

11) 41+720 41+740 LHS MR √ Brifen WRSF between MCW and SR

6) EARTHEN SHOULDERS:

Sr.

No.

Chainage Side

Area

Remarks

From

To

LHS

RHS

7) BREAST WALL/RETAINING WALL):

Sr. No. Chainage Side

Area

Observation Remarks

From To Missing Damaged

1) 18+650 18+770 BHS JBP √ Breast Wall Damaged

2) 28+360 28+385 LHS MR √ Breast Wall Distressed

3) 28+545 28+555 LHS MR √ Breast Wall Damaged

4) 36+780 36+830 RHS MR √ Breast Wall Damaged

5) 37+803 ------------ RHS MR √ Breast Wall Cracked/Damaged

6) 39+200 39+220 RHS MR √ Breast Wall Damaged

7) 0+610 ------------ RHS UBP √ Breast Wall one Panel Damaged

8) FOOTPATH:

Sr. No. Chainage

Side

Area Observation

Remarks From To Missing Damaged

1) 38+640 --------- RHS MR √ Footpath not Constructed

9) HILL SLOPES:

Sr. No.

Chainage Side

Area

Observation Remarks

From To Missing Damaged

1) 11+820 11+900 LHS NBP √

Hill Slope Damaged/Slided

2) 10+300 11+000 LHS NBP √ Hill Slope Damaged/Slided

3) 12+860 13+100 LHS NBP √ Hill Slope Damaged

4) 13+970 14+100 RHS NBP √ Hill Slope Damaged/Slided

5) 14+900 15+030 LHS NBP √ Hill Slope Damaged

NIL




Page | 16

6) 16+740 16+770 LHS NBP √

Hill Slope Damaged

7) 17+025 17+090 LHS NBP √ Hill Slope Damaged/Eroded

8) 18+640 18+770 LHS NBP √

Hill Slope Damaged

9) 19+000 19+040 LHS NBP √ Hill Slope Damaged/Slided

10) 26+860 26+920 LHS MR √ Hill Slope Damaged/Slided






16) 22+220 22+230 LHS MR √

Hill Slope Damaged

17) 26+550 26+650 LHS MR √ Hill Slope Damaged/Eroded

18) 27+100 27+300 LHS MR √

Hill Slope Damaged

19) 27+350 27+500 LHS MR √

Hill Slope Damaged

20) 28+670 28+700 LHS MR √

Hill Slope Damaged

21) 39+180 39+240 RHS MR √

Hill Slope Damaged

22) 40+240 ---------- RHS MR √

Hill Slope Damaged




26) 0+360 ---------- RHS UBP √ Hill Slope Damaged/Slided

10) ROW CLEANING:

Sr. No. Chainage Side

Area

Remarks From To LHS RHS

1) 36+140 36+600 √ MR Debris Clearing up to ROW

11) MEDIAN PLANTATION:

Sr. No.

Chainage Side Area Observation

12) TRUCK LAY BYE:

Sr. No.

Location

Area

Observation

Chainage

Side

NIL

NIL




Page | 17

13) BUS BAY:

Sr. No.

Location

Area

Observation

Chainage

Side

14) HIGHWAY LIGHTING:

Sr. No.

Location

Side

Observation

Remarks

Chainage

Place

1)

15) ROAD STUDS:

Sr. No.

Chainage Side

Area

Observation Remarks From To Damaged Missing

1) 11+100 11+260 LHS NBP √ Road Studs

2) 15+270 15+360 LHS NBP √ Road Studs

3) 18+650 18+750 BHS NBP √ Road Studs

4) 12+200 ------------ BHS NBP √ Road Studs

5) 11+400 ------------ RHS NBP √ Road Studs

6) 11+100 ------------ BHS NBP √ Road Studs

7) 10+600 ------------ RHS NBP √ Road Studs

8) 09+800 11+200 BHS NBP √ Road Studs

9) 33+600 33+750 LHS MR √ Road Studs

10) 43+150 43+500 BHS MR √ Road Studs

11) 45+900 46+000 RHS MR √ Road Studs

12) 44+750 44+900 RHS MR √ Road Studs

13) 44+100 44+300 RHS MR √ Road Studs

14) 43+720 43+570 RHS MR √ Road Studs

15) 43+450 43+300 RHS MR √ Road Studs

NIL

NIL




Page | 18

16) ROAD MARKING (LANE MARKING):

Sr. No

Chainage

LHS

RHS

Remarks

Edge marking

Centre marking

Edge marking

Centre marking

From

To

Area

M

issi

ng

Poor

R

efle

ctin

g

M

issi

ng

Poor

R

efle

ctin

g

M

issi

ng

Poor

R

efle

ctin

g

M

issi

ng

Poor

R

efle

ctin

g

1) 34+050 34+150 MR √ √

2) 41+830 41+950 MR √ √ Service Road

3) 42+700 43+150 MR √ √ Service Road

4) 35+000 34+600 MR √

5) 1+500 1+620 UBP √

6) 10+280 10+300 NBP √

17) MISCELLANEOUS:

Sr. No.

Chainage SIDE

Area

Observation

Remarks From To

1)

15+600

15+650

LHS JBP Kerb Painting Damaged

2) 14+030 14+080 RHS NBP Drain Chocked

3) 27+150 27+180 LHS MR Bulging in Gabion Wall

4) 20+700

------------ RHS NBP Painting of Crash Barrier Damaged V-2 A&B

5) 18+159

------------ BHS JBP Painting of Crash Barrier Damaged B-2

6) 43+940

------------ RHS MR One lane closed by Kawadi/Scrap dealer

7) 44+230 44+420 LHS MR Delineators missed

8) 44+230 45+500 RHS MR Delineators missed



11) 49+270

------------ LHS MR Jammu side approach settled down

12) 36+120 36+400 RHS MR Delineators missed

13) 0+400

------------ LHS UBP Median Kerb Damaged

14) 12+180 12+190 LHS NBP Median Kerb Damaged

15) 0+020 0+080 LHS UBP Rain cut in Embankment slopes

16) 5+400 5+450 LHS UBP Median Kerb and Metal beam fully damaged

17) 6+450 6+240 MO UBP PCC cracked in sloping median




Page | 19

18) 8+900 ---------- LHS UBP Rain cuts in Embankment Slopes

19) 10+300 11+000 LHS NBP Mud/debris Slides on Service Road (U3&U4) and drain also chocked

20) 10+665

------------ LHS NBP Delineators Damaged

21) 18+600 18+850 LHS NBP Hill in distress and LHS carriageway fully closed

31) 20+000 ----------- RHS NBP In Loop Shotcrete Damaged

32) 8+900 --------- LHS UBP Rain cut in Embankment slopes

18) TOLL PLAZA (BAN TOLL PLAZA):

Sr. No. Description

Remarks

1) Display Board Missed for, Medical Aid Post, Traffic Add Post, Weigh Bridge (Both Side).

Immediate compliance’s needed

2) Inner ceiling of Toll Plaza Shed Damaged Immediate compliance’s needed




Page | 20

LIST OF PROFESSIONALS (INDEPENDENT ENGINEER):-

Key Professionals

S.No. Name Designation Mobile No. Date of

Mobilization

1 Mr. V. Sree Rama

Krishna Team Leader cum Senior Highway Engineer 09697506239 18-Oct-2011

2 Mr. Vinod Rohetekar Senior Bridge Engineer 09958084364 04-Aug-2011

3 Senior Tunnel Engineer 04-Aug-2011

4 Mr. R. K. Sudhan Senior Geologist - 03-Mar-2014

5 Mr. S.B.K. Singh Resident cum Highway Engineer 09018968257 04-Aug-2011

6 Mr. Manoj Kumar Highway Design Engineer 09650352323 12-Sep-2011

7 Mr. S.N.Yadav Senior Pavement Specialist 09622282783 TBN

8 Mr. Ajay K. Parsad Senior Quality cum Material Expert 09811124721 08-Sep-2011

9 Mr. V. Krishan Prasad Traffic and Transport Expert 24-Aug-2011

10 Mr. Rajeev Roy Road Safety Expert 09811124721 24-Aug-2011

11 Mr. Rajat Sethi Financial Expert 09816671681 01-Oct-2011

12 Mr. Brijesh Kumar Legal Expert 09810528057

Sub Key Professionals

1 Survey Engineer -1 26-Sep-2011

2 Mr. Randhir Singh Survey Engineer -2 09419274171 01-July-2014

3 Mr. Nikhil Gandotra Assistant Highway Engineer -1 09796622221 01-Oct-2011

4 Mr. S.S. Khorana Assistant Tunnel Engineer 09906339030 01-Sep-2013

5 Mr. S.K. Bhan Assistant Geologist 09419138846 28-Sep-2011

6 Mrs. Madhu Mittal CAD Expert 09999004043 23-Sep-2011

7 Mr. Sunil Kumar Environmental Engineer 09263506826 16-Sep-2011

8 Mr. Pravin Kumar Assistant Bridge Engineer -1 09858736593 19-Sep-2011

9 Assistant Bridge Engineer -2 01-Sep-2012

10 Mr. Rajesh Kumar Assistant Quality cum Material Engineer -1 09858533501 19-Sep-2011

11 Mr. Rajesh Gigoo Assistant Quality cum Material Engineer -2 09419166576 10-Sep-2011

12 Mr. Shabir Hussain Electrical Engineer 08800658119 06-Nov-2012

13 Mr. M.K. Solanki HTMS/Toll Expert 09910354433 TBN

14 Mr Parshant Singhi Quantity Surveyor 09811356909 23-09-2011

15 Mr. R.B. Verma Horticulture/Landscaping Expert 09818480424 30-08-2013




CONTACT NUMBERS OF O & M GROUP:-

Month of 01.09.2014 to 30.09.2014

Sr. No. Name of PERSON Designation Contact Numbers.

Key Operations staff

1 Mr. Adarsh Panhotra Team Leader 9596222007

2 Mr. Saqib Qummar Manager (Operations) 9419175246

3 Mr. Sanjaav Kaundal Maintenance Engg. Highway 9596222022

4 Mr. Goru Jagdeesh Maintenance Engg. Structure 9419255691

5 Mr. Pawan Parmar Supervisor Highway

Maintenance 9419255696

6 Mr. Rakesh Raushan System Engineer Toll

Equipment 9596222011

7 Mr. Sunil Kumar Document Controller 9419262265

Route Patrol

1 Mr. Ajay Asst. Route Patrol 9596722099

2 Mr. Irshaad Asst. Route Patrol 9596722008

3 Mr. Narendra Asst. Route Patrol 9596722077

Ambulance

1 Mr. Bharat Bhusan Driver 9596722044

2 Mr. Ravindra Singh Driver 9596722055

3 Mr. Kamal Dev Driver 9596722033

Control Room

1 Mr. Chunni lal,Mr. Ghari Ram, Mr. Jagdish Supervisor 9596222002




Page | 22

Lane Closure:-

LANE CLOSURES

Sr. No IE’s Letter No. and Ref. No

Chainage Side Period Length Remarks From To From To in Km

NIL




Page | 23

Weather Report

Month of 01.10.2014 to 31.10.2014

Page No.23

S.No Date Average Rainfall Temp 0C Min Max

1 1-Oct-2014 37° 24° 2 2-Oct-2014 37° 25° 3 3-Oct-2014 37° 24° 4 4-Oct-2014 38° 25° 5 5-Oct-2014 38° 24° 6 6-Oct-2014 37° 25° 7 7-Oct-2014 37° 25° 8 8-Oct-2014 35° 25° 9 9-Oct-2014 35° 22°

10 10-Oct-2014 34° 20° 11 11-Oct-2014 34° 20° 12 12-Oct-2014 33° 18° 13 13-Oct-2014 34° 19° 14 14-Oct-2014 2 mm 29° 22°

15 15-Oct-2014 30° 20° 16 16-Oct-2014 31° 16° 17 17-Oct-2014 32° 16° 18 18-Oct-2014 31° 17° 19 19-Oct-2014 32° 17° 20 20-Oct-2014 32° 17° 21 21-Oct-2014 33° 18° 22 22-Oct-2014 34° 18° 23 23-Oct-2014 33° 18° 24 24-Oct-2014 33° 19° 25 25-Oct-2014 32° 19° 26 26-Oct-2014 32° 19° 27 27-Oct-2014 33° 20° 28 28-Oct-2014 33° 18° 29 29-Oct-2014 3mm 32° 20° 30 30-Oct-2014 32° 18° 31 31-Oct-2014 30° 16°




Page | 24

Patrolling details:-

Month of 01.08.2014 to 31.08.2014

Sr.No. Description of work

A) Operations

Patrol Vehicle-1

Distance covered

Patrol Vehicle-2

Distance covered

Patrol Vehicle-3

Distance covered

HYDRA / Grove CRANE i Grove Crane (Hired)

ii Hydra-1 iii Hydra-2

1 Ambulance - 1

i) Distance covered

2 Ambulance - 2

ii) Distance covered

3 Ambulance - 3

iii) Distance covered




RIDING QUALITY:- Riding Quality:-

PREVENTIVE/PERIODIC MAINTENANCE REPORT

Month of 01.10.2014 to 31.10.2014 Page No.15

Sr No. Description Location Nature of Maintenance Action

Remarks Yes No

MATERIAL MODIFICATION REPORT

Month of 01.10.2014 to 31.10.2014

Sr No. Description of

activity Type of

modification Reason for

modification

Observed performance

Remarks Upto

satisfaction Below expectation




SUMMARY OF MONTHLY COMPLAINTS

Month of 01.10.2014 to 31.10.2014

Sr. No. Type of complaints Total numbers Complained about Complaints that

cannot be resolved

SUMMARY OF FORCE MAJEURE : Month of 01.10.2014 to 30.10.2014

Sr. No.

Type of force

majeure event

Duration of Force Majeure Total

duration

additional cost

Incurred due to aboce

Incident

Whether Reimbursable

from insurance

Details of action of concessionaire to minimize the damage

Remarks (details

of evidence - if any ) From To




Page | 27

O&M CONSTRAINTS /CRITICAL ISSUE

Month of 01.07.2014 to 31.07.2014

1

2

SUMMARY OF ACCIDENT/INCIDENT

Month of 01.10.2014 to 30.10.2014

Sr No. Date Vehicle

No./type of vehicle

Location (chainage)

Details of accident victims

Causes Type of accident

Name of area police station Fatal

Serious injury

Minor injury

1 03.10.14

1. Motor cycle

JK02BF-8619

Domail 0 0 3 Skidded on road

Due to high speed Nagrota

2 5.10.14

1. Tata 407

JK02X-9622

18+200 0 0 0 High speed collided with crash barrier Nagrota

3 07.10.14 1. Truck JK02R-6311

33+970 0 0 0 High speed collided with Kerb Udhampur

4 19.10.14

1. Xylo car

JK01Q-3545

37+730 0 0 2 High speed collided with crash barrier Udhampur

5 20.10.14

1. Tata winger JK14A-8672

48+210 0 0 1 High speed collided with crash barrier Nagrota

6 26.10.14 1. Truck JK02H-5375

28+250 0 0 2 High speed Skidded on road Udhampur

7 28.10.14

1. Motor cycle

PB58F-3706 2. Truck JK20-3287

17+280 0 1 0 High speed Head to back collision Nagrota

website o & m inspection report of oct-2014 - nhai.org.innhai.org.in/spw/iereport/website o _ m...

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