nhai.org.innhai.org.in/spw/IEReport/MONTHLY PROGRESS REPORT -36... · Web viewSummary of...

1.1 Summary of Progress-Total length of project is 122.88 km from Km 398.240 to Km 521.120 with total project cost Rs.1665 Cr. (Concessionaire TPC:- Rs. 2434.68 Cr.) Appointed Date was 01/04/2016 and scheduled date of completion of construction was 26/09/2016 (with 910 days construction period).

For convenience of execution of works, the Concessionaire has divided the entire project road length into following three sections;

Sections Location (Km) Total Length (km)

Remarks

From To

Section - I 398+240 441+565 43.325 M/s APCO Infratech Limited

Section - II 441+565 471+150 29.585 M/s APCO Infratech Limited

Section - III 471+150 521+120 49.970 M/s Oriental Structural

Engineers Pvt. Ltd

Physical & Financial Progress:

Cumulative physical progress achieved:-62.88%, Targeted:-100.00%(Schedule Completion date:- 26.09.2016)

Cumulative financial progress achieved:-69.00%.Total expenditure till date is Rs.1679.97Cr.

Highway & Structure Progress: MCW:-Total progress of DBM layer is 69.01% i.e. 84.80 Km towards equivalent 6-lane Main Carriageway (MCW) out of 122.88 Km equivalent 6-lane Main Carriageway (MCW).

Service Road:-Total progress of BC layer of service road is 52.40% i.e. 78.10 km completed out of 149.09km.

The highway and structure progress summary is tabulated below –

Linear Progress (Road Works):-MAIN CARRIAGEWAY

Activity Description

Unit Total Length

Completed Remarks

C & G Km. 122.88 93.85Embankment Km. 122.88 93.85 * In progress Sub-Grade Km. 122.88 88.20GSB/CT sub base Km. 122.88 85.86WMM /CT base Km. 122.88 85.42Aggregate layer Km. 42.93 16.85

DBM Km. 122.88 84.80BC Km. 122.88 73.50

SERVICE ROADActivity

DescriptionUnit Total

LengthCompleted Remarks

C & G Km. 149.090 96.50Embankment Km. 149.090 95.60 *In progressSub-Grade Km. 149.090 91.50Sub base(CT) Km. 149.090 84.70Base course(CT) Km. 149.090 83.40Aggregate Layer Km. 149.090 80.10BC Km. 149.090 78.10

Sl.No. Type of Structure Total Completed In

ProgressYet toStart Remarks

1 ROB 2 - 2 -2 Major Bridges 3 2 1 -3 Minor Bridges 20 7 12 14 Grade Separator 12 4 6 25 Over Pass 2 0 2 -6 Underpass 2 2 0 -7 Vehicular Underpass 20 9 9 28 Pedestrian Underpass 11 4 5 2

Total 72 28 37 79 Box culvert/ Slab

Culvert 114 57 41 1610 Pipe Culverts 88 36 18 34

Total 202 93 59 50

Mobilization: The Concessionaire and its Sub-contractors has fully mobilized sufficient Plant & Machineries, equipment, Engineers/Personal and Workmen for execution of the project highway.

Land Acquisition/Front Availability :

Till January 31, 2017 out of 731.560 Ha of proposed land(equivalent to 122.88 km -6 lane) 668.129 Ha(Equivalent to 101.278 km - 6 lane i.e. 82.42%) land has been handed over to the Concessionaire and 96.865 Km length has been handed over towards service road (SR) i.e. 64.97%. The Section wise along the project highway the encumbered free length towards Main Carriage Way and Service Road are summarized below :-

S. No.

Package Side Scope (M) Available Front (M)

Hindrance (M) Available Front (%)

MCW SR MCW SR MCW SR MCW SR1 Package

- ILHS 43325 28230 32955 19585 10370 8645 76.06% 69.38

%RHS 43325 28860 20545 6080 22780 22780 47.42% 21.07

%2 Package

- IILHS 29585 13860 26975 8550 2610 5310 91.18% 61.69

%RHS 29585 12000 25705 8625 3880 3375 86.89% 71.87

%3 Package

- IIILHS 49970 34670 48035 28035 1935 6635 96.12% 80.86

%

RHS 49970 31470 48340 25990 1630 5480 96%.74 82.58%

Total LHS 122880

76760 107965

56170

14915 20590 87.86% 73.18%

RHS 122880

72330 94590 40695

28290 31635 76.98% 56.26%

Equivalent Six Lane (M)

122880

149090

101278

96865

21602 52225 82.42% 64.97%

Utility Estimate Approval &Their Shifting Status: On Appointed Date total 23 Nos. of Utilities belongs to various departments spread along the project highway requires its relocation to take up the Project Highway work. In which 05 Nos. are avoided by Project highway realignment/Alternate Proposal under Change of Scope Notice. The remaining 18 Nos. of utilities pertaining to various Government Departments of West Bengal, Jharkhnad and private entity in which 6 Nos., 07 Nos., 02 Nos. and 03 Nos. belongs to Electrical lines, Water Pipelines, Gas Pipeline and Police Station/School respectively.15 Nos. out of 18 Nos. belongs to Govt. departments and rest 03 Nos. belongs to Private Entity.

Utility Estimate Approval Status: All 15 Nos. of utility belonging to various departments approved by Competent Authority. The utility estimate approved from Competent Authority for 07 nos. on appointed date, 01 no. in December 2014, 01 no. in February 2015, 01 no. in April 2015, 01 no. July 2015, 01 no. in August 2015 and 01 no. in June 2016It is also to be noted that 01 no. of utility estimate belonging to DVC (Electrical line) for which the 25% approval of utility estimate are yet awaited from Competent AuthorityIn addition to above additional estimate of utilities belonging to the various departments are ADDA, DMC, WB-PHED, DPL Electrical, Jharkhand PHED water pipeline and DVC are yet to be approved by Competent Authority. The estimate approval of existing high mast, Jharkhand PHED hand pump and revised estimate of WB-PHED are still awaited by the Competent Authority.

Utility Shifting Status: Out of 06 Nos. of approved Electrical line utility estimate belongs to various departments 02 are completed and 04 are in progress (45%).Out of 06 nos. of approved Water Pipeline line utility estimate belongs to various departments 02 is completed and 04 are in progress (83%). Out of 03 Nos. of approved School/Police Station utility estimate belongs to various departments 01 is completed and 02 nos. are not yet started for want of land acquisition.Current Issues - Land Availability: The balance encumbrance free land 17.58% i.e. 21.602

Km towards Main Carriageway and 35.03% i.e. 52.225 Km towards service road is yet to be handed over to the Concessionaire.

Utility Estimate Approval: 01 No of utility estimate belonging to DVC (Electrical Line) for which the

25% approval of utility estimate are yet awaited from Competent Authority.

Additional estimate of utilities belonging to the various departments are ADDA, DMC, WB-PHED, DPL Electrical, Jharkhand PHED water pipeline and DVC are yet to be approved by the Competent Authority.

The estimate approval of existing high mast, Jharkhand PHED hand pump and revised estimate of WB-PHED are still awaited by the Competent Authority.

Local protest:

Govindpur (Km 406+500 to Km 410+000) &Nirsa (Km 422+000 to 435+000) –Concessionaire is not able to take up work due to public agitation as well as no-availability of encumbrances free land on above said stretches.

Decision Pending.

BograChoti (Km 468+000 to Km 470+000) - 2.000 Km- Locals are protesting for 6-laining, however the valuation of structures has been completed by intervention of District Administration.

Declaration of unsafe location U/s 4 of West Bengal Restriction on Construction in unsafe area Act 1979 by DM, Burdwan.

GEECL Gas Pipeline - 25.000 Km - The gas pipeline is running parallel along the project stretch on LHS from Km 455.750 to Km 505.900 affecting approximately 25 Km. The agency has filed a case in High Court in Kolkata.

Change of Scope Status: Notice for COS in 3 cases under Clause No.16.1 & 16.2 of Concession Agreement are still awaited from Competent Authority.

COS-09 – Foot Over Bridge at Banscopa.

1.2 Critical Issues & Action Log1.2.1 – Pending issues and Action Log

S No

Issue Descriptio

nType

Ongoing/ New

Issue/ Resolved

Concerned

Authority

Chainage(s) affected due to the issue

(Km)Length affected

(km)Action(s) taken till

nowAction(s)

suggested by the IE

Expected date/

Actual Date for

resolving issue

From To

1Land

Handed Over

Land Acquisit

ion Issue

Ongoing NHAI21.602 Km. land handed over to concessionaire

21.602 carriageway Km. i.e. 17.58% for

MCW and 52.225 Km. i.e. 35.95%

for SR

Every month the matter being followed up with NHAI, CALA West Bengal and CALA Jharkhand

The matter being follow

with Authority

2Govindpur

and Nirsa

Land Acquisit

ion Issue

Ongoing NHAI 406+500426+000

410+000429+000

3.5 Km. and 3 Km.

Recently authority had convened meeting dated 24.07.2016 with Public Representative and Administration


with Authority

3 BograchottiLand

Acquisition

IssueOngoing NHAI 468+000 470+000 2.0 Km.

Valuation of structures has been completed by intervention of District administration


with Authority

4 GEECL Gas Pipeline

Clearance Issue Ongoing

NHAI/M/s Great

Eastern Energy

Corporation Limited

455+750 505+900 25 Km.Matter is pending with Hon’ble High Court


with Authority

1.2.2 Obligations as per Contract

1. Project Mile stone in Schedule-G of Concession Agreement

Project Mileston

e

Conditions/ stipulations in Schedule G of the Concession Agreement Present status

Milestone I

Project Milestone-I shall occur on the date falling on the 180th day from the Appointed Date. (Scheduled Date was September 27, 2014)Prior to the occurrence of Project Milestone-I, the Concessionaire shall have commenced construction of the Project Highway and expended not less than 10% of the total capital cost set forth in the financial package.

This Milestone was achieved.Approval regarding achievement is yet awaited from NHAI.

Milestone II

Project Milestone- II shall occur on the date falling on the 365th day from the Appointed Date. (Scheduled Date was March 31, 2015)Prior to the occurrence of Project Milestone, the Concessionaire shall have commenced construction of all bridges and expended not less than 25% of the total capital cost set forth in the financial package.

This Milestone was achieved.Recommendation regarding achievement of Milestone-II is submitted by IE to NHAI.Approval from NHAI is awaited.

Milestone III

Project Milestone- III shall occur on the date falling on the 730th day from the Appointed Date. (Scheduled Date is March 30, 2016)Prior to the occurrence of Project Milestone- III, the Concessionaire shall have commenced construction of all Project Facilities and expended not less than 75% of the total capital cost set forth in the Financial Package.

Recommendation regarding extension of Project Milestone-III for 15 months up to June 2017 submitted by IE to NHAI.Approval of EOT from NHAI is awaited.

Scheduled Six-Laning

Date

Shall Occur On September26, 2016 (910th day from Appointed Date)

IE had recommended the revised Schedule Completion date as December 27, 2017.Approval from NHAI is awaited.

2. The land handed over as per CA for Six lane project Highway as on date are summarized below –

S. No

Description Land to be made available as per CA

(Km.)

Cumulative Handed over

Length

Short fall

( Km)(Km) (%)

1 As On Appointed Date (01-04-2014)

98.30 23.095 23.49% 75.205

2 Within 90 days from Appointed Date (30-06-2014)

122.88 30.012 24.42% 92.868

3 As On January 31, 2017(Equivalent 6-lane)

-- 101.278

82.42% 21.602

1.2 Project overview1.3.1 Salient Features of Project

Project Name

Six-Laning of Barwa-Adda-Panagarh Section of NH-2 from km 398.240 to km 521.120 including Panagarh bypass in the States of Jharkhand and West Bengal under NHDP Phase V on Toll on DBFOT Pattern.

NH No.(Old) 2Scheme/ Phase PPPMode of the Execution (BOT Toll/ BOT Annuity/ EPC/ HAM/ Item Rate/ Others) BOT Toll

No. of Lanes/Configuration 6-LaneLength of the Project(in Km) 122.88 Km

Total Project Cost (in Cr.) 1665 Cr. (As Per CA)2434.86 Cr. (As Per Financial Model)

No. of Bypasses (Name of Town, Length) 01 (Panagarh By-Pass, 8.12 Km)No. of Major Bridges (Number and Location)

Existing –03 (Km 420.075, Km 441.330, Km 482.375);New– 03 (Km 464.665, Km 517.12, Km

No. of Toll Plazas (Number and Location) 02 (Km 438+500 & Km 507+085)

No. of Fly Over (Number and Location)12 (Km 398.820, Km 407.545, Km 408.320, Km 456.315, Km 464.185, Km 475.665, Km 467.045, Km 496.595, Km 501.985, Km 504.300, Km 506.205, Km 515.983)DPR Consultant Name Intercontinental Technocrats Pvt. Ltd.

Lead & Consortium Members of Banks Bank of Baroda (Lead Bank), IndusInd Bank, IFIN, Bank of Maharashtra, , IIFCL

Concessionaire Name(SPV & Parent Company)

Barwa-Adda Expressway Limited (INTL Transportation Networks Limited)

Date of Award(LOA Date) April 05, 2013Appointed Date April 01, 2014Concession Period 20 years (from Appointed Date)Construction Period(in Days) 910 daysO&M Period(in Days) 20 years (from Appointed Date)Scheduled Date of Completion September 26, 2016Independent Engineer SA Infrastructure Consultants Pvt. Ltd in association

with Sugam Technocrats Pvt. Ltd.IE Agreement Date January 19, 2014IE Mobilization Date February 19, 2014

1.3.2 Project Milestones

Project Milestone Description(Days from Appointed Date)

Planned ActualDelay(No. of Months) Current StatusFinancial

ProgressScheduled

DateFinancial Progress Revised Date

Milestone I

180th day from Appointed Date i.e September 27, 2014, Construction works commenced and minimum expenditure is 10% of total capital cost.

10.00% 27-09-2014 12.20% 27-09-2014

Milestone II

365th day from Appointed date i.e March 31, 2015, Construction of all Bridges commenced and minimum expenditure is 25% of total capital cost.

25.00% 31-03-2015 27.54% 31-03-2015

Milestone III

730th day from Appointed Date i.e March 30, 2016, Construction of all Project Facilities commenced and minimum expenditure is 75% of total capital cost set forth in the Financial Package.

75.00% 31-03-2016 48.69% 30-06-2017 15.00

Till January 31, 2017 the cumulative

financial progress is –

69.00%

Scheduled Completion 910th day from Appointed Date i.e.(Six Laning Completed in accordance with CA)

100.00% 26-09-2016 27-12-2017 15.00

1.3.3 Location Map

Dhanbad

Durgapur

1.3.4 Key Plan

1.3 Physical Progress

Component % Weightage

Physical Progress

(During Current Month)(Cumulative, Upto Current

Month)Road Works 56.78% 0.91% 36.42%Major Bridge works and ROB / RUB 3.25% 0.02% 2.77%

Structures 29.57% 0.65% 19.30%Other Works 10.40% 0.15% 4.39%

Total Physical Progress 100.00% 1.73% 62.88%

1.4.1 Detailed Scope of work and Physical Progress by Component

Component

Cost Weightag

e in Project

(%)

Item DescriptionCost

Weightage in Component

(%)

Planned in Scope (As per Scope of Work)

% Physical Progress in

Project

% Physical Progress in Component

Value of Physical Progress

(7X4)

1 2 3 4 5 6 7 8

Road Works (Main

Carriageway)

0.26% Clearing & Grubbing 0.46% 0.19% 73.08% 0.33%4.21% Embankment 7.41% 3.07% 72.92% 5.41%3.60% Sub Grade 6.34% 2.48% 68.89% 4.37%7.12% GSB 12.54% 6.10% 85.67% 10.74%1.56% WMM 2.75% 1.30% 83.33% 2.29%4.70% CT Sub-Base 8.28% 2.28% 48.51% 4.02%2.35% CT Base 4.14% 1.08% 45.96% 1.90%2.35% AG Layer 4.14% 1.04% 44.26% 1.83%15.69% DBM 27.63% 10.63% 67.75% 18.72%12.08% BC 21.28% 6.64% 54.97% 11.69%0.19% Rigid Pavement 0.33% 0.15% 78.95% 0.26%0.29% Road marking 0.51% 0.04% 13.79% 0.07%2.38% RE wall filling 4.19% 1.43% 60.08% 2.52%

Major Bridge works and ROB / RUB

2.16% ROB 66.46% 1.79% 82.87% 55.08%1.09% Major Bridges 33.54% 0.98% 89.91% 30.15%

Structures

2.35% Minor Bridges 7.95% 1.83% 77.87% 6.19%7.73% Grade Separator 26.14% 4.80% 62.10% 16.23%2.03% Over Pass 6.86% 1.20% 59.11% 4.06%0.21% Underpass 0.71% 0.20% 95.24% 0.68%1.60% Vehicular Underpass 5.41% 1.25% 78.13% 4.23%0.46% Pedestrian Underpass 1.56% 0.39% 84.78% 1.32%3.39% Crash Barrier/Guard stone 11.48% 1.85% 54.51% 6.26%8.88% RE Wall 30.02% 5.65% 63.65% 19.11%2.46% BC/SC 8.32% 1.79% 72.76% 6.05%0.46% Pipe Culverts 1.56% 0.34% 73.91% 1.15%

Other Works

2.40% Lined & unlined Drain 23.08% 1.30% 54.17% 12.50%2.73% Retaining wall & Toe wall 26.25% 1.00% 36.63% 9.62%0.83% Pitching &turfing 7.98% 0.12% 14.46% 1.15%0.59% TD & Permanent Traffic

Signages 5.68% 0.18% 30.45% 1.73%1.07% Miscellaneous 10.32% 0.62% 57.78% 5.96%1.36% Toll Plaza 13.06% 0.80% 58.90% 7.69%0.60% HTMS 5.73% 0.28% 47.01% 2.69%0.82% Electrical 7.89% 0.08% 9.75% 0.77%

GRAND TOTAL 100.00% 62.88%

Total Length 122.88

Total Work frontUnavailable

21.602 17.58%

Pending LandAcq.PendingClearancesEncumbrances

Length (Km) % Totallength

Total Length

122.88Total Length Completed (Till DBM)

84.80 69.01%

BC 73.50 59.81%

DBM 84.80 69.01%

Base Course 85.42 69.51%Sub-Base 85.86 69.87%Sub-Grade 88.20 71.78%Embankment 93.85 76.38%

Length (Km)

% Totallength

Total Length

149.09Total LengthCompleted(Till BC)

78.10 52.38%

BC 78.10 52.38%

AG Layer 80.10 53.73% CT Base Course

83.40 55.94% CT Sub- Base Course 84.75 56.84%Sub-Grade 91.50 61.37%C&G 96.50 64.73%

1.5.2 Strip Plan(Summary)

1. Work front Unavailable & Reason forUnavailability 2. Length Completed by layer (MCW)

3. Length Completed by Layer(SR)

Length(km)

% TotalPendingLength

1.6 Land Acquisition and Clearances

1.6.1 LA Summary

Description Total Required (ha)Total in possession at

start(ha)

Total to be acquired(ha)

Existing ROW 529.637 528.655 -Pvt. Land To be Acquired 201.290 - 201.290Public Land To be TransferredGrand Total 731.56 528.655 201.290

1.6.2 LA Detail by CALA

CALA

Total Land

left to be

Acquired (Ha)

3H Pen

d ing (ha)

3H Don

e (ha)

3G Pen

d ing (ha)

3G Don

e (ha)

3D Pending (ha)

3D Don

e (ha)

3A Pending (Ha)

3A Don

e (ha)

Amount Awarde

d (Crore Rs.)

Amount Deposit

ed (Crore Rs.)

Amount Disburse

d by CALA

PendingAmount

(CroreRs.)

(CroreRs.)

DLAO & Competen

t Authority, Dhanbad

78.53 48.45 30.08 26.93 51.6 11.8 66.73 11.8 66.73 172.54 182.85 54 128.85

ADM (LA) and

Competent

Authority, Burdwan

122.76 17.04 105.72 8.71 114.05 0 122.76 0 122.76 622.59 893.53 360 533.53

GrandTotal 201.29 65.49 135.8 35.64 165.6

5 11.8 189.49 11.8 189.49 795.13 1076.38 414.00 662.38

Note : Paper possession of 32.53 Ha of land in Jharkhand received with full of encumbrances. The physical possession yet to be received.

1.6.3 Clearances SummaryEnvironment

Proposal Description Status Length

ImpactCurrent Stage

Issues/Comments

West Bengal Obtained Nil Completed NilJharkhand Obtained Nil Completed Nil

Forest LandProposal Description Status Length

ImpactedCurrent Stage Issues/Comments

Not Applicable

WildlifeLength

Not ApplicableTree Cutting

Proposal Description Status Length Impacted Current Stage Issues/CommentsWB portion (15456 Numbers of

Tree)Permission obtained 43.325 All most

completed NilJharkhand (11032 Numbers of

Tree)Permission obtained 79.52 All most

completed Nil

Railways(ROBs/RUBs)GAD Number Status Location/ Chainage Current Stage Issues/Comments

BSEC-CDSC/B-A/ROB-443+710/GAD-01 (1 OF 2) GAD approved 443.710 work in progress Nil

SCPL/C-805/TR/ ROB/520+373/101 GAD approved 520.387 work in progress Nil

1.6.4 Status of utilities shifting

UtilityCategory

Name Status

Length affected

(Km)

Department

Date of request

by Authority

for estimate

Date when Estimate

was Received

from concerned

dept.

Date of Approval

by Authority RO/ HQ

Date of Deposit of

super-vision charge

Progress of Physical Shifting

Date of Certification from Agency

for Completio

n

EstimateAmount

Issue/ Comments

Electricity

JSEBD

EstimateApproved

43.33

Jharkhand

State Electricity

Board Distribution

24-01-2013

In -Progress

TBD 35.24

DPSCLEstimateApproved

13.78

Dishergarh Power Supply

Company LTD/Indian

Power Company

25-05-2016 In -Progress 6.98

Ambiguity in dismantled

material and its salvage value (YTS)

WBSEDCL

EstimateApproved 51.23

WB State Electricity

Distribution Company

LTD.

13-03-2014 In -Progress 38.92

DPL EstimateApproved 2.00 Durgapur

Projects LTD. 29-11-2013 Completed 1.50

DVC EstimateApproved 4.77

Damoder Valley

Corporation

17-07-2015 In -Progress 4.32

DSP

EstimateApproved

0.16 Durgapur Steel plant 27-08-2015

Completed

1.18

Water

JH-DW&SD

EstimateApproved 29.895

Jharkhand DW&SD – Smaller

08-04-2015 In -Progress 14.99

DMC EstimateApproved 9.00

Durgapur Municipal

Corporation 20-12-2013 In -Progress 2.54

UtilityCategory

Name Status

Length affected

(Km)

Department

Date of request

by Authority

for estimate

Date when Estimate

was Received

from concerned

dept.

Date of Approval

by Authority RO/ HQ

Date of Deposit of

super-vision charge

Progress of Physical Shifting

Date of Certification from Agency

for Completio

n

EstimateAmount

Issue/ Comments

Water

WB-PHED

EstimateApproved 22.78 WB PHED 20-12-2013 In -Progress 22.97

DPL EstimateApproved 1.5 Durgapur

Projects LTD. 09-04-2014 Completed 1.24

ADDA Durgapur

EstimateApproved 8.13 ADDA

Durgapur 20-12-2013 In -Progress 4.59 Asansol

Mechnical

EstimateApproved 0.36 Asansol

Mechanical 16-12-2014 In -Progress 5.72

ADDA Asansol

Department to shift at their own

cost ADDA Asansol

Completed

Gas Pipe Line

Essar India LTD

Department to shift at their own

cost Essar India

LTD Completed

GEECLDepartment to shift at their own

cost GEECL In -Progress

OthersSchool Estimate

Approved Gopal Math School (Km 489+900

RHS) 16-02-2015

Completed 2.78

Police Station

EstimateApproved

Kulti Police Station (Km

447+780LHS) 18-04-2016 Yet to Start 0.93 Land not yet

handed over

Others Police Station

EstimateApproved

Faridpur Police Station (Km 496+200

LHS) 18-04-2016 Yet to Start 0.93 Land not yet

handed over

Additional Estimate

ADDA Estimate Yet to Approve 1.27 ADDA 19-10-

2015 07-12-2015 Yet to Start

DMC Estimate Yet to Approve 1.4 DMC 17-08-

2015 02-11-2015 Yet to Start WB-

PHEDEstimate Yet to Approve 0.18 WB-PHED 12-01-

2016 25-01-2016 Yet to Start DPL

Electrical

Estimate Yet to Approve 1.5 DPL Electrical

31-10-2015 Yet to Start

Jharkhand PHED

Estimate Yet to Approve 0.34 Jharkhand

PHED water 21-02-2015 Yet to Start

water pipeline pipeline

DVC Estimate Yet to Approve DVC Yet to Start

1.7 Change of Scope

S No.

COS Proposal Details Date of first

submission to IE

Current Status COS Amou

nt (INR Cr.)

Expected/ Actual Date of Approval

COS-1

Re-alignment due to JDW&SD 1m dia water pipe line - Tentative Cost

25-02-2015

In principal approved 33.73 16-11-2015

Re-alignment due to JDW&SD 1m dia water pipe line - Detailed Cost

27-11-2015

Approval awaited 31.82 NHAI, HQ Since 18-01-2016

COS-2

Protection culvert over IOCL pipeline at Dhadka-Melakula&Rajbandh - Tentative Cost

10-10-2014


COS-3

Additional PUP in Kanska(Panagarh Bypass) - Tentative Cost 27-02-2015


Cos-4 Increase in size of PUP(10.0*3.5m vs 7.00*3.0m) - Tentative Cost 25-02-2015


COS-5

Additional structure in Panagarh Bypass - Tentative Cost Estimate

24-09-2015


Additional structure in Panagarh Bypass - Detailed Cost estimate

13-06-2016

Approval awaited 8.03 IE, under review

COS-6

Additional underpass at Km 494+530 06-10-2015

In principal approval awaited

1.5 NHAI, HQ

COS-7

Additional underpass at Km 497+480 08-10-2015

In principal approved 21.5 15017/1/2013/PIU(DUP)/2986 dt.

15.11.2016COS-

8Re-alignment due to oil pipe line of HPCL/IOCL 12-11-

2015In principal approval awaited

20.331 NHAI, HQ Since10-03-2016

COS-9

Foot Over Bridge Banskopa (At Km 506+780) 28-06-2016


3 NHAI

COS-10

Road Boundary Stone 19-07-2016


0.615 IE under review

No.Equipment Name Make Model

Age ofEquipment

Planned/ Required Quantity

ActualQuantity

Deployed During the

Month

Reason(s) for Under/Over Mobilization

Expected Delay due to

Under- Mobilization

(Months)Remarks

1 Crusher Plant * 4 4 4 Adequate Mobilization

NA

2 WMM Plant * 4 4 4 Adequate Mobilization

NA

3 Batching Plant 5 5 5 Adequate Mobilization

NA

4 Hot Mix Plant 4 4 4 Adequate Mobilization

NA

5 Weigh Bridge 10 10 10 Adequate Mobilization

NA

6 Dozer 6 6 6 Adequate Mobilization

NA

7 Excavators (1-1.2 cum bucket) 38 38 38 Adequate

MobilizationNA

8 Motor Grader (135-195 HP) 25 25 25 Adequate

MobilizationNA

9 Vibro. Soil Compactor (8-10 MT) 30 30 30 Adequate

MobilizationNA

10 Tendam Roller 13 13 13 Adequate Mobilization

NA

11 Pneumatic Tyred Roller 6 6 6 Adequate

MobilizationNA

12 Front Wheel Loader (3.0 cum bucket) 16 16 16 Adequate

MobilizationNA

13 Tipper (10 T/25 T) 169 169 169 Adequate Mobilization

NA

1.8 Mobilization of Resources


Age ofEquipment


ActualQuantity

Deployed During the

Month



Under- Mobilization

(Months)Remarks

14 Water Tanker (10 KL) 30 30 30 Adequate Mobilization

NA

15 Back Hoe Loader (JCB) 13 13 13 Adequate

MobilizationNA

16 Hydra Crane (14 MT) 8 8 8 Adequate Mobilization

NA

17 Crane (70 T) 3 3 3 Adequate Mobilization

NA

18 Air Compressor 7 7 7 Adequate Mobilization

NA

19 Diesel Tanker 6 6 6 Adequate Mobilization

NA

20 DG (25 to 750 KVA) 64 64 64 Adequate Mobilization

NA

21 Total Station 6 6 6 Adequate Mobilization

NA

22 Auto Level 33 33 33 Adequate Mobilization

NA

23 Transit mixture 33 33 33 Adequate Mobilization

NA

24 Broomer 4 4 4 Adequate Mobilization

NA

25 Trailer 6 6 6 Adequate Mobilization

NA

26 Mini VTR 6 6 6 Adequate Mobilization

NA

27 Sensor Paver 11 11 11 Adequate Mobilization

NA

28 Concrete Pump 5 5 5 Adequate Mobilization

NA

29 Kerb Paver 6 6 6 Adequate Mobilization

NA

30 Bitumen Browser 7 7 7 Adequate Mobilization

NA


Age ofEquipment


ActualQuantity

Deployed During the

Month



Under- Mobilization

(Months)Remarks

31 Light Tower 10 10 10 Adequate Mobilization

NA

1.9 Financial Progress Details

1.9.1 Pen Picture-Escrow

TPC (Cr)

Cumulative inflow to Escrow

till previous month (Cr)

Cumulative outflow from Escrow till previous month

Inflow to Escrow during the month

(Cr)

Outflow from Escrow during the

month

(Cr) (Cr)2,434.86 786 785.57 11.43 11

Are the Escrow withdrawals in accordance with the order of withdrawal as specified in the Concession Agreement?Tick as applicable Yes√ No

If not, details to be provided below:

1.9.2 Escrow details

TPC(Cr) Cumulative exp. till

date (Cr)

Escrow Plan till date-Debt

(BOT)(Cr)

Escrow Plan till date- Equity

(BOT) (Cr)

Escrow Plan till date-VGF(BOT)

(Cr)

Escrow Actual till date-Debt (BOT) (Cr)

Escrow Actual till date-Equity

(BOT) (Cr)

Escrow Actual

till date-VGF

(BOT) 2,434.86 1499.76 1440 996.65 - 797 0

1.10 Monitoring of Operations & Maintenance Obligations

1.10.1 Maintenance Status during Construction Phase

1. Trimming of over growth of plants and shrubs in median portion activity should be expedited immediately. Plantation is to be done fast.

2. Cleaning of carriageway, median, bridge footpath & shoulders to be completed immediately. Median cleaning is not satisfactory.

2. Pot holes observed in project highway section. It should be repaired immediately. Specially Barwa-Adda section, Maithan section, km.450, Km 456, Km 469,km 494, Gandhi more, Km 509 &All diversion roads should make smooth immediately.

4. Delineator and Barricading has not been done in site as per instruction of IIT safety Consultant.

5. All junction location existing/new Kerb should be painted immediately as per Technical specification. Do not use distemper. Paint should be confirm as per IS-164 requirement

6. All roots of trees etc. on existing bridges, ROB should be removed immediately and cleaning should be done immediately.

7. Diversion provided on newly constructed ROB at Km. 520+383does not follow the reviewed diversion plan and IRC specifications vide our letter no. SAICPL-Sugam/Barwa-Adda-Panagarh/IE/NH-2/2014/1932 dt. 22.10.2016for safety.

8. Diversion roads are required repair at many places especially in Section - II

The Concessionaire has deployed the route patrolling vehicles, ambulances and cranes with requisite crew for incident management and team for maintenance of the project highway and ensures the project highway is trafficable.During this month Concessionaire has filled the pot holes at some location with WMM and Bituminous materials.Concessionaire has been instructed to all pot holes should be repaired with bituminous materials.

1.10.2 Maintenance Status during Operations & Maintenance Phase

The Concessionaire has deployed the route patrolling vehicles, ambulances and cranes with requisite crew for incident management and team more than the stipulated numbers in the Concession Agreement for maintenance of the project highway and ensures the project highway is trafficable.

1.11 Pen Picture on safety features

Details to be provided after assessment of the site requirement vis-à-vis provisions in the Concession Agreement:

Location of Black Spots

Suggested Remedial Measures within provision so

Concession Agreement

Additional Remedial Measures(if any)

Financial implication so

additionalRemedial

Measures for Authority(Cr.)

Kajora area hospital,PS: Andal, NH-2

A median opening needs to be closed after construction of 6-lane. However various types of temporary crash barrier &retro reflective Signages installed at the location. Safety measures have been provided.

No No

Gandhi More, PS-Durgapur, NH-2

6- lane Grade Separator is under construction as per CA. However various types of temporary crash barrier & retro-reflective Signages installed at the location. Safety measures have been provided.

No No

Panagarh Bazaar - Kanksa PS Rail-over Bridge to Darjeeling More 3.2 Km. Dist.:

Burdwan, NH-2

A new bypass road has been constructed along with a new ROB which is under construction as per CA.However various types of temporary crash barrier &retro reflective Sinages installed in Panagarh Bazaar till the opening of Bypass.

No No

1.12 SALIENT FEATURES OF PROJECT HIGHWAY

1.12.1. Road Width: Bituminous Carriageway = 2 x 10.50m Central Median Width = Retain Existing Width Paved Shoulders = 2 x 1.5 to 2.0mEarthen Shoulders = 2 x 2 m

1.12.2. Pavement Composition (For Widening Stretches):Bituminous Concrete = 40-50 mmDBM = 50-100 mmWMM = 250 mmGranular Sub base = 200 mmSub grade (CBR 12% & 15%) = 500 mm

1.12.3. Pavement Composition (For Re-Construction/Re-Alignment Stretches):

Bituminous Concrete = 50 mmDBM = 50-55 mm AG Layer = 100 mmCT Base = 100-105 mmCT Sub Base = 250 mmSub Grade = 500 mm

1.12.4. Pavement Composition for Strengthening Over Existing Road:Bituminous Concrete = 40-50 mmDBM = 50-90 mm

1.12.5. Pavement Composition for Service Road: Bituminous Concrete = 40 mmAG Layer = 100 mmCT Base = 100 mmCT Sub Base = 250 mmSub Grade = 500 mm

1.12.6. Details of New/Widening of Structures and Project Facilities to be constructed along the project Highway:Sl. No.

Descriptions As per CA As per Site Condition

1 ROB 02 (Km 443+710 & 520+383)

02(Km 443+710 & 520+383)

2 Major Bridges 03 033 Minor Bridges 20 204 Box Culverts 47 475 Slab Culverts 67 676 Pipe Culverts 88 887 Underpass 2 28 VUP 20 209 PUP 11 1110 Grade Separator

(GS) 12 1211 Over Pass (OP) 02 0212 Toll Plaza 02(Km 438+500 & Km

507+000)02 (Km 438+550 & Km

507+085)

13 Wayside Amenity Complex

01 (Km 463+000, As per CA)

01 (Km 468+800, As per DPR drawing & Proposed

Land Acquisition Plan)14 Bus Bays and

Shelters 20 Nos. LHS + 20 Nos. RHS 20 Nos. LHS + 20 Nos. RHS15 Truck Lay Byes 10 Nos. LHS + 04 Nos. RHS 10 Nos. LHS + 04 Nos. RHS16 Highway

Lightings As per Site Condition As per Site Condition17 HTMS Works As per Site Condition As per Site Condition

18 Tree Plantation

NHAI had deposited 1.64 Cr. towards afforestation for Avenue Plantation due to lack of space within the ROW.

Meridian Plantation, as per Site Condition

19 Administrative Base Camp 02 02

20 Traffic Aid Post 02 02

NCR DETAILS :-Sr.

No

Date Issued by

Issuing Reference

Locations Descriptions Closing Ref. Remark

1 27-09-2014

RE Safety/NCR/01/2014

Culvert Ch.452+352.5 (LHS)

Ch.450+500 (LHS)&

Ch.446+019 (LHS)

Safety measures to be taken immediately by the protection of culvert location by providing advance information sign board, hard barricading as per site conditions.

BAEL/PRJ/ TEC/ICO-581/2015/828 dated

13.05.2015

CLOSED

2 27-09-2014


Ch.403+335 (LHS)Ch.404+120 (LHS)Ch.439+710 (BHS)

&Ch.440+095 (LHS)

Safety measures to be taken immediately by the protection of culvert location by providing advance information sign board, hard barricading as per site conditions.


13.05.2015

CLOSED

3 30-09-2014


Ch.506+205 (LHS)Ch.515+983 (GS)Ch.501+985 (GS)

&Ch.496+710 (Box

culvert)

Safety measures to be taken immediately by the protection of above location by providing information sign boards, advance informatory sign board, hard barricading, delineator, reflective tape and necessary safety arrangements as per technical specification


19.05.2015

CLOSED

4 12.01.2015

TL Safety/NCR/04/2015

Diversion at Km. 398+811 (LHS)

Exposed GSB at the diversion portion to be covered with Bituminous layer as mentioned in the traffic diversion plan and provide adequate safety arrangement as per IRC specification.


13.05.2015

CLOSED

5 12.01.2015


Vide letter no.

1.SAICPL-Sugam/Barwa-Adda-

Panagarh/IE/NH-2/2014/671 dated

13.01.2015

2. SAICPL-Sugam/Barwa-

Adda-Panagarh/IE/NH-2/2014/880

dated 17.03.2015

Ch. 403+350 to 403+600 (LHS)

GSB layer should be covered immediately with subsequent bituminous layer and safety measures to be taken immediately by providing proper advanced information sign boards like men at work, road closed. No overtaking, delineators, cats eye and hard barricading as per approved traffic diversion plan and IRC-SP-55.


14.05.2015

CLOSED

6 14.01.2015

TL STR/NCR/06/2015Vide letter no.

SAICPL-Sugam/Barwa-Adda-


14.01.2015

Pipe Culvert at Km. 460+120 (LHS)

PCC has to be layed as per thickness provided in reviewed typical drawing and then NH-4 pipes has to be layed.

BAEL/PRJ/ TEC/ICO-581/2015/ 624 dated

06.02.2015

CLOSED

7 17.01.2015

TL HWY/NCR/07/2015Vide letter no.



17.01.2015

Km. 500+750 to Km. 500+800 (LHS)

The laid WMM Top layer has to be removed. The exposed WMM 1st layer below has to be scarified and brought to required level followed by proper grading, compaction and density check. After confirmation the Top layer can be laid conforming to specified thickness.


04.03.2015

CLOSED

8 06.08.2015

TL MAT/NCR/08/2015Vide letter no.


Km. 501+900 to Km. 501+970 (LSR)

The laid cement treated base has not satisfy the specification required


10.09.2015

CLOSED

Panagarh/IE/NH-2/2014/1215

9 21.08.2015

TL MAT/NCR /09/2015Vide

letter no.SAICPL-Sugam/Barwa-


Ch. 406+300 to ch. 406+430 (LSR)

The laid cement treated base has not satisfy the specification required


01.03.2016

CLOSED

10 21.08.2015




Ch.406+190 to 406+430 (LSR)

The laid aggregate layer is not satisfying the specification


01.03.2016

CLOSED

11 08.09.2015

TL HYW/NCR/11/2015Vide letter no.



Ch. 473+100 to473+300 (RHS)

CT Sub base laid without approval of Pavement Design


14.10.2015

CLOSED

12 09.09.2015




Ch. 455+040 to Ch. 455+890 (R/S) overlay MCW & Ch.453+440 to

Ch. 453+535 (R/S) widening MCW

DBM (VG-40) job mix formula is not in the line of assumptions made in pavement design with regards to Va&Vb as per IRC:37:2012


21.01.2016

CLOSED

13 09.09.2015




Ch. 515+290 to 515+520 (LHS)

DBM (VG-40) job mix formula is not in the line of assumptions made in pavement design with regards to Va&Vb as per IRC:37:2012


14.10.2015

CLOSED

14 10.09.2015




Ch. 515+320 to 515+340 (LHS)-Road

Separator side

Improper laying of kerb due to which DBM layer has covered the entire thickness of L-portion of the Kerb.

BAEL/PRJ/ TEC/ICO-581/2015/ 1083 dated

22.09.2015(Dismantled)

Re-laid on dated 24.09.2015

CLOSED

15 12.09.2015




Ch. 451+500 to 452+000 (LHS)-MCW

overlaying

Required thickness of DBM as per Pavement Design is 85mm, but laying thickness of DBM is less than required.


05.03.2016

CLOSED

16 15.12.2015




Ch. 515+300 to 515+650 (RHS)-MCW

Poor quality and improper thickness of Bituminous Concrete


05.03.2016

CLOSED

17 16.12.2015




Ch. 465+200 to 465+320 (LHS)

widening portion

WMM mixed with unapproved material slag (crushed slag)


21.01.2016

CLOSED

18 18.12.2015

TL Safety/NCR/18/2015

Vide letter no.SAICPL-

Sugam/Barwa-Adda-Panagarh/IE/NH-2/2014/1464

Ch. 472+900 to 473+700 (RHS) [VUP at Km. 473+340 and its approach on both

side]

Inadequate safety measures can cause threat to traffic movement at the road inner edge which may lead to major accident


22.01.2016

CLOSED

19 19.12.2015




Ch. 499+013 (LHS & RHS)

Safety issue of Diversion BAEL/PRJ/ TEC/ICO-581/2016/1659 dated

20.10.2016

CLOSED

20 20.12.2015




Ch. 465+060 (RHS)-Panagarh end

Construction of culvert BAEL/PRJ/TEC/ICO-581/2016/1423 dt.

18.04.2016

CLOSED

21 23.12.2015

TL Safety/NCR/21/2015Vide letter

no.SAICPL-Sugam/Barwa-


Ch. 497+390 to 497+440&Ch.

497+500 to 497+615 (LHS) deep excavation

Inadequate safety measures can cause serve threat to traffic movement (road user) at mentioned location which send to major accident


07.01.2016

CLOSED

22 28.12.2015




Ch. 471+150 to 472+000 (LHS) (MCW)

Non-conform gradation of Bituminous concrete (Grade – II)


21.01.2016

CLOSED

23 26.05.2016

TL Highway/NCR/23/2016

Vide letter no.SAICPL-Sugam/Bar

wa-Adda-Panagarh/IE/NH-

2/2014/1715

Ch.399.510 to 400.560 R/S (MCW)

&Ch.422.720 to 423.000

R/S (MCW)

Milling and strengthening of major crack of existing carriageway.

- -

24 27.05.2016




Ch. 516 + 230 to Ch. 516+480 Left hand

side (main carriageway)

Non-conform Gradation of Bituminous Concrete (Grade – I)


01.12.2016

CLOSED

25 27.05.2016




Km. 475+615 (RHS) Box culvert A2 return

wall 2nd lift

Invalid concrete cube test BAEL/PRJ/ TEC/ICO-581/2015/1719 dated

01.12.2016

CLOSED

26 31.05.2016




Km. 450+143 Cracked found in Girder of Minor Bridge

BAEL/PRJ/TEC/ICO-581/2016/1686dt. 12.11.2016

CLOSED

27 31.05.2016




2/2014/1728

Ch.399.510 to 400.560 R/S (MCW)

&Ch.422.720 to 423.000

R/S (MCW)

Milling and strengthening of major crack of existing carriageway

- -

28 01.06.2016




Ch. 453+500 to 453+800 (RHS)

Mix Material non-conformed as per IRC:111, Table- 9

- -

29 24.06.2016




Ch. 425+840 to Ch. 426+040 (RHS)

Sub standard DBM Works ::-1. Longitudinal and transverse crack observed.2. Many location geo glass grid exposed3. Many location DBM thickness vary from 15mm to 25mm approx

- -

30 20.07.2016

TL HYW/NCR/ 30/2016


wa-Adda-

Ch. 501+582 to Km. 501+962 (Left Service

Road Separator)

Left Service Road Separator portion has inappropriate width.

- -


31

31.08.2016

TL MAT/NCR/31/2016Vide Letter no.



Km. 461+355, Girder no. 01

cube test not as per specification

- -

32 16.09.2016




515+190 to Km. 515+240(MCW_LHS).

longitudinal crack and settlement has been observed

- -

33 19.09.2016

TL HYW/NCR/33/2016Vide letter

no. SAICPL-Sugam/Barwa-


ch. 486+350 to ch. 486+412 (RHS).

Construction of drain cum footpath (cover slab) which is not as per drawing and specifications

BAEL/PRJ/TEC/ICO-581/2016/1669dt.

03.11.2016

CLOSED

34 28.09.2016




Km. 450+916 & Km. 452+100 (RHS).

Required concrete compressive strength not acceptable

- -

35 28.09.2016




Km. 467+880 to Km. 467+960(RHS).

Defect in execution of drain work

- -

36 30.09.2016




Box Culvert location at Km. 519+100 (RSR).

Service Road Settlement and Longitudinal crack

- -

37 17.10.2016




Km. 507+063to Km. 507+101.50(L-

06)_LHS

Flexural strength test results not accepted due to less than 0.3 Mpa of Specified Characteristic Strength

- -

38 19.10.2016

TL HW/NCR/38/2016Vide letter no.



Ch.431+400 to 431+770(RHS), Ch.432+350 to 432+600(RHS), Ch.431+160 to

431+400(RHS) and Ch. 431+770-432+010(RHS)

Laying of Geo Glass Grid over major crack portion of existing carriageway

- -

39 19.10.2016




Km. 472+200 to Km. 472+750, Km.

474+020 to Km. 474+140, Km.

476+760 to Km. 476+860, Km.

476+900 to Km. 476+950, Km.

488+550 to Km. 489+250, Km.

495+150 to Km. 495+350 & Km. 495+950 to Km.

496+130 (Left Hand Side) &

Km. 491+840 to Km. 492+250 (Right Hand

Side)

Construction of Chute Drains at separators in between MCW and Service roads

- -

40 25.10.2016




Minor Bridge at Km 495+725 (LHS)-

Abutment wall A1 & A2.

1. Spacing of Weep-Holes not as per drawing & specification in walls of Minor Bridge on both end A1 & A2.2. Irregular Shape of Weep-Hole & partly chocked with concrete.3. Honey-Combed occurs

BAEL/PRJ/TEC/ICO-581/2016/1691dt. 18.11.2016

CLOSED

on wall towards earthface.41 26.10.

2016TL HW/NCR/41/2016

Vide letter no. SAICPL-Sugam/Bar


2/2014/1937

1. Ch. 429+990 to Km. 430+510 (RHS)

2. Ch. 399+480 to Ch. 399+840 (RHS)

Laying of Geo Grid instead of Geo Class Grid (Fibre) as mentioned in submited methodology in Major Crack portion area of existing carriageway without milling / repair and not as per approved pavement design

- -

42 16.11.2016

TL STR/NCR/42/2016SAICPL-Sugam/Barwa-


Km. 514+700 to Km. 514+950 (LHS) -

Executed length 250 mt.

1. For 600 mm width of drain (Type-2) height is restricted to 1000 mm. But at site the height is more than 1000 mm for the same width of drain has been executed.2. Typical cross section of RCC drain has been reviewed for maximum depth of 1.6m only, but at site execution has been made more than 1.6m height for the same width of 0.6m.3. Longitudinal profile of RCC Drain is not in symmetric with the Separator (LHS)

- -

43 18.11.2016

TL STR/NCR/43/2016SAICPL-Sugam/Bar


2/2014/1962

Pipe culvert at Km. 460+652 (LHS)

1. Settlement of Hard Bed/ PCC below the laid NP4 pipe due to water logged and improper compaction.2. Pipe joints opened.3. NP4 pipe edge damaged.

- -

44 19.11.2016

TL HWY/NCR/44/2016SAICPL-Sugam/Bar


2/2014/1969

Km. 506+300 to Km. 506+500 (LSR)

Sub-Grade Layers 1 & 2 laid on site without Laboratory Test and Field Test being done.

BAEL/PRL/TEC/ICO-581/2017/1759 dt.

11.01.2017

CLOSED

45 22.11.2016




Km. 426+585 to Km. 426+700_LHS_ Median

Kerb

Laid kerb is having lot of voids and honey combs

- -

46 23.11.2016

TL HWY/NCR/46/2016



520+505 to 520+610 (LHS) 520+750 to

520+770 (LHS)

Slippage cracks of BC/ DBM observed in patches

- -

47 28.11.2016




(1) Ch.414+350 to 414+720-(LHS), (2)-418+300 to 418+700(LHS), (3)-421+700 to

421+930(LHS), &(4)-421+950 to 422+070(LHS)

Separator drain is not constructed as per Drawing & Specifications in between MCW(LHS) & Service Road.

- -

48 01.12.2016




1)Ch.445+760 to Ch.445+920 at Median in between MCW-LHS

& MCW-RHS, (2)-Ch.445+265 to Ch.445+465 at

separator in between SR & MCW(RHS), (3)-

Ch.452+860 to Ch.453+610 at

separator in between SR & MCW(LHS).

Chute Drain constructed at median between MCW(RHS & LHS) & at the separators between MCW and Service Roads at the locations mentioned below instead of drain pipes as mentioned in IRC:SP:87.2010 clause no.2.15.1. Compliance of IE's letter ref.SAICPL-SUGAM/Barawa-adda-Panagarh/IE/NH-2/2014/1903 dt.28.09.2016 is still pending.

- -

49 21.12.2016

TL MAT/NCR/49/2016SAICPL-Sugam/Bar

Km. 503+985 (LHS), Underpass

I) spraying prime coat in place of Tack coat.

- -


2/2014/2015

II) No any mechanical broomer, sprayer and spraying unproperly.III) Mixing water randomly with emulsion.

50 24.12.2016



2/2014/2016

Km. 488+850 to Km. 489+150_LHS

Laying of CC Paving block in Separator portion between SR & MCW has not been done as per specification. The thickness of paver block and base course is observed 50mm & 50mm is place of 60mm and 200 mm.

- -

51 24.12.2016

TL HWY/NCR/51/2016SAICPL-Sugam/Barwa-


Km. 483+300 to Km. 483+800_LHS

Severe deformation of rutting observed in MCW between Km. 483+300 to Km. 483+800_LHS.This location pavement thickness has not been provided as per reviewed Pavement Design.To be removed and replaced with reviewed pavement design thickness

- -

52 24.12.2016



2/2014/2018

Km. 513+720, Km. 513+900, Km.

514+070 & Km. 514+190 (LHS)

4 nos. Jerks have been observed in MCW between Km. 513+700 to Km. 514+200_LHS.To be rectified immediate.

- -

53 27.12.2016

TL STR/NCR/53/2016SAICPL-Sugam/Bar


2/2014/2018

Km. 464+910(RHS), Minor Bridge

R.C.C. Girder of length 17 mtr. has been cracked at different area of Web as well as Flange of Girder. (Girder no. G4, date of casting : - 25.06.2015, RFI No. :- 2825)

Note :- The Girder has been rejected and advice not to be used in Super Sturucture of the Minor Bridge.

- -

54 03.01.2017



2/2014/2026

Km. 481+080 to Km. 481+800 (RHS)

Severe deformation of rutting observed in MCW(RHS) in ROB approach at Km. 481+080 to Km. 481+800 (RHS). This location pavement thickness has not been provided as per reviewed pavement design. To be removed and replaced with reviewed pavement design thickness.

- -

55 03.01.2017



2/2014/2027

Km. 476+880 to Km. 477+000(LHS)

Laying of CC Paver Block in Seperator Portion between MCW & SR has not been done as per specification.The thickness of paver block and base course is observed 50mm & 100mm in placed of 60mm and 200mm

- -

56 18.01.2017



2/2014/2039

Km. 476+720 to Km. 476+880 (LHS), Km.

492+170 to Km. 492+260 (RHS)

Laying of CC Paver Block in Seperator Portion between MCW & SR has not been done as per specification.The thickness of paver block and base course is observed 50mm & 100mm in placed of 60mm and 200mm

- -

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