national highways authority of india - nhai.org.innhai.org.in/spw/iereport/mir december 2016.pdf ·...

1

NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport and Highways)

GOVERNMENT OF INDIA

DESIGN, CONSTRUCTION, DEVELOPMENT, FINANCE, OPERATION ANDMAINTENANCE OF 6-LANING OF VADAKANCHERY-THRISSUR SECTION

OF NH-47 (KM 240.000 TO 270.000) IN THE STATE OF KERALA ON DESIGN,BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) BASIS

CONTRACT PACKAGE NO.NS2/BOT/KL-3.

Independent Engineer[Intercontinental Consultants and Technocrats Pvt. Ltd.]

MONTHLY PROGRESS REPORT NO. 64

FOR THE MONTH OF: DECEMBER 2016

2

1.1 Summary of Current Month’s Progress

Physical Progress Summary:-

Physical and financial progress as on the month of December 2016 is as follows:-Monthly progress report (MPR) from October- 2012 to December 2016 had not been submitted by the Concessionaire. Concessionaire hasreported only physical and financial progress for the month of December 2016. The physical progress as assessed by IE is as follows:

Physical Progress:- (%)Description Upto previous

monthThis month Cumulative

Target as perConcessionaire’sProgramme based on EPCcost

80.67 6.82 87.49

Achieved as reported bythe Concessionaire basedon EPC cost

45.88 8.66 54.54

Achieved as assessed byIE.

40.90 5.77 46.67

Project Financial Data as of December 2016:Means of Finance Amount in crores Source of found as per Statutory

Auditor Certificate in croresRemarks

Equity 161.17 240.32Includes unsecured termloan & current liabilities

Term loan 505.11 398.54 -Grant 243.99 79.28 ReleasedTotal 910.28 667.74 -

3

Application of funds as per statutory Auditor Certificate dated 24.10.2016Sl.No

Particulars Amount in crores

1 EPC-Work done 425.352 Advance to – EPC Contractor 120.923 Current Assets & Loans & Advances 1.394 Fixed Assets 0.095 Financial and Administrative Expenses 32.926 Interest 93.91Total 674.67

Concessionaire’s work program is not satisfactory despite 100% obstruction free land are available in both structure and road work. Betterprogress can be achieved by good planning and expeditious deployment of adequate resources. Construction activities came to standstill in allthe fronts since last July 2012 and as a result, Project Milestone – I, ll & lII based on revised Appointed date as 15th September 2012 had notbeen achieved by Concessionaire apart from breach of Maintenance requirements of the ECW resulting issue of an “Intention to issue aTermination Notice” vide Authority letter no: NHAI/HQ/Tech/KL/2011/98 dated 30.04.2014.

After restructuring the term loan, Concessionaire had resumed the project activities w.e.f 7th Oct 2014 with commencing the nominal activities atroad and structure work apart from entering upon the tunnel from entry and exit approaches.

Though the Project work was resumed from Oct 2014, the pace of progress was not upto the mark and project activities have been haltedintermittently resulting conducting a meeting with the Concessionaire and IE at NHAI HQ on 20th May 2015, 30th Nov 2015 and 1st Feb 2016emphasizing the Concessionaire to mobilize adequate resources and to demonstrate their capability to establish that Concessionaire couldcomplete the Project by 31.03.2017.

Therefore, due to the concurrent delay by both parties for the reasons broadly brought out by IE in its recommendation for 1st interim EOT, EOTin Construction period without damages and without extension in the Concession Period has been approved by Executive committee of NHAI inits 283rd meeting held on 25.05.2016 by duly rescheduling the milestones and SPCD from 17.03.2015 to 31.03.2017 for which Concessionaireshall not claim any cost overrun or any time overrun (Concession Period) due to restructuring of milestones. With respect to the restructuredmilestones, Concessionaire has achieved the milestones I & II within the cure period. Concessionaire has not achieved the 3rd milestone falls on11.11.2016. However, there is a cure period available for 90 days.

On approval EOT, Concessionaire had raised 1st and 2nd tranche Grant proposal after infusing their equity and debt disbursal as per debtequity ratio and as certified by the Statutory Auditor. The same was released by the Authority. Further, Concessionaire has raised 2nd & 3rd

Tranche grant in the month of Oct 2016. In view of approval of EOT on construction period, notice regarding an “Intention to issue aTermination Notice” vide Authority letter no: NHAI/HQ/Tech/KL/2011/98 dated 30.04.2014 stands invalid.

4

Summary of Progress – [DECEMBER, 2016]:

Highway Work StatusClearing and grubbingClearing and grubbing is carried out for 48.40Km as bushes and shrubs have grown up in the area where C&G Completed earlier.Earth workEarth work is carried out at for 37.64 Km stretch and further work in progress.SubgradeSubgrade is carried out at for 25 Km stretch and further work in progress.GSBGSB work is carried out for 23.50 Km stretch and further work in progress.WMMWMM work is carried out for 22 Km stretch and further work in progress.Rock ExcavationRock excavation is being carried out at Ch. 243 & Ch. 251 and still around 30000m3 works to be carried out.DBMDBM work is carried out for 16 Km stretch and further work in progress

SurveyConcessionaire has commenced control points checking and center line markings and concessionaire has re-established center line chainagemarkings, Control points and TBMS shifted in regular intervals which are disturbed due to scarifying and maintenance of Existing carriageway.

Tunnel worksDrilling and blasting through left tube tunnel in D shape profile is in progress and achieved for about 1300 m. Following to this, Concessionaireshall require to undertake rock supporting work as proposed in the drawings. Similarly, treatment of vertical face of tunnel entry approach shallrequire to be done by the Concessionaire as proposed in the drawings to ensure stability of the cutting face.

Structure Work ProgressStructure work includes new construction of one major bridge, 2 flyovers, 10 underpasses, Up-gradation of one minor bridge and 87 culverts tobe widened or reconstructed as per site condition.

i) Cd Structures: 21 nos Box Culvert and 16nos Pipe Culvert completed and work in progress at 28 nos and 13 nos in Box and Pipe culvertsrespectively.

ii) Underpasses: Deck slab completed for underpass at Ch. 258+920 on LHS side, and Ch 261+830 on both sides. Wall lifts are in progress atCh 238+120 on LHS side, Ch 258+920 on RHS and Ch 262+240 on LHS.

5

iii) Flyover: Confirmatory boring for working piles are carried out for Flyover at Ch.262+707 and report has been submitted. All workingpiles for Mannuthy Flyover on both sides have been completed. Substructure, Girder casting & stressing works are in progress.Confirmatory bore hole work have been completed for flyover at Km. 237+035 and foundation , substructure Girder casting works are inprogress for few piers.

iv) Major Bridge: At Major Bridge Km. 247+170, 18 Nos. of foundations have been completed and substructure work, Girder casting,stressing & grouting works are in progress. 2 nos of deck slab completed.

v) Initial pile load test at one location has been done against the requirement of 2 nos. at Mannuthy flyover Km. 262+707 and test report afterconducting lateral load test is still awaited from Concessionaire.

vi) Minor Bridge: Excavation work is standstill on RHS side.

Contractor’s Work Programme:-After revising the Appointed Date as 15th September 2012, Concessionaire has again submitted the revised work program with SPCD as

March 2017.

Handing over of site:-NHAI has handed over 100% of ROW to Concessionaire including 86.86 Ha. of existing ROW and 13.95 Ha. of forest land during the

month of May 2013.Please refer NHAI letter No. – NHAI/PD/Palakkad/NH47/BOT/KL-3/HOL/784A dt. 31st May 2013. Details of land handedover to Concessionaire are given below:-Total land required for the Project – 181.122 Ha.Total land acquired by NHAI – 181.122 Ha. (100%)Total land free from Occupation – 181.122 Ha.(100%).Forest land acquired – 13.95 Ha.Existing ROW – 86.86 Ha.

Even though the joint inspection has been made regarding land availability as per Clause 10.3 of CA, the Memorandum and Appendix hasnot been signed by Concessionaire since May 2011.

6

Shifting of utilities

Even site clearance and dismantling of the structures within the acquired ROW had been completed by NHAI about 3 years before forentire stretch, still electric poles for 2 km length to be shifted. Revised estimate under Palakkad district have already been approved. Revisedestimate for Electric line shifting for Pattikkad division under Thrissur District has been approved. Concessionaire is still to initiate action forshifting the water supply lines at Thrissur and Palakkad District.

Forest clearance and removal of trees:-

MOEF stage 2 clearance (Final clearance) has been received on 14thMay 2013. Trees other than forest area from existing ROW havebeen almost felled down.

Design Review:-

Highway:GFC drawing of Plan and Profile for the entire stretch i.e. from Ch.236+135 to Ch. 264+410 has been issued except Ch.247+000 to

Ch.249+900 & Ch. 250+750 – Ch. 251+200. GFC drawing forService Road Plan & Profile has also been issuedexcept Ch. 236+135 – Ch.237+000, Ch. 249+450 – Ch. 250+200(LHS) and Ch. 249+450 – Ch. 254+000(RHS) and balance Plan and Profile of Service Road andDrainage Plan comments has been issued.

Structure:

The designs for Flyover at Ch. 262+707 and at Ch. 237+035 are reviewed. The design for Major Bridge at Ch. 247+170 is reviewed. Pilefoundation design calculations has been reviewed by IE and concessionaire was advised to go ahead with casting of 2no’s of initial pile forinitial pile load test at each flyover location in order to ascertain the pile capacity. The design for Minor Bridge at Ch. 241+166 for newconstruction on RHS is reviewed and for widening on LHS is reviewed and comments issued. The design for Underpass at Ch. 236+320, Ch.238+120, Ch. 258+920, Ch. 261+830 and 262+240 are reviewed. GFC for foundation, substructure and superstructure issued for Flyover at Ch.237+035 & Ch. 262+707. GFC for new construction of Minor Bridge at Ch. 241+166 issued and for Major Bridge at Ch. 247+170 are issued.GFC for 75 Nos. of Culverts issued. GFC for underpasses at Ch. 236+320,Ch. 238+120, Ch. 258+920, Ch. 261+830 and Ch. 262+240 areissued. Concessionaire has proposed for revision in design of flyover Ch. 237+035 with open foundation and revising the span arrangement ofalready reviewed drawings. Subsequently, the revised design/ drawing submission and review is in final stage.

7

Quality and Material Status

As on date 5 No’s of borrow areas have been reviewed for using in road embankment construction and out of which schedule - E permit for 3Nos of Borrow Area were not yet obtained.

i) As on date, 4 Nos. of Brand of cement viz Chettinad, Penna, Ultra Tech, Dalmia have been approved for use in the Project Highway.ii) Source for Fine and Coarse Aggregate from km.291+000 (RHS) at Perambra had been approved.

iii) Concrete Trial mix design on M15, M25, using Chettinad, Penna, and Ultra Tech cement had been approved.iv) Concrete Trial mix design on M15, M20, M20(Kerb), M25, M35 (RCC),M35(REB), M35 (Pile) & M45 for PSC girders using Dalmia

cement have been carried out.v) Concrete mix design for all grades of concrete for the change in source of aggregate is in progress

vi) GSB Mix Design carried out from the source Perambra Quarry km.291+000 (RHS)had been approved by IE.vii) WMM Mix Design carried out from the source Perambra Quarry km.291+000 (RHS)had been approved by IE.

viii) SAIL, RINL Vizag, TISCO have been approved as source for sourcing steel reinforcement for Project Highway.ix) Source approval for NP4 class RCC Hume Pipe also given for sourcing the pipe for pipe culvert work.x) This is required for socketing the pile/resting the raft foundation in the required strata strength. Concessionaire was also instructed to

perform bore hole investigation in the approaches of structure as the same was not done earlier.xi) Subsoil investigation at 27 Nos. of box culvert locations has been Completed and SBC reports have not yet submitted by the

concessionaire.xii) QAP of the project approved by IE for those items of work submitted.

Current Issues & Recommended Actions by IE:

DEFECTS / DEFICIENCIES IN WORK:

Existing Carriageway (ECW) of Project Highway has not been maintained for traffic worthy condition at certain stretches and the ridingquality is poor.

Even though Concessionaire has taken up road formation work at several stretches as well as structures, adequate work zone safetymeasures has not been provided till date which is posing threat to the road users and the same was brought out in the Audit Report of NHAI’sRoad Safety Consultant.

As per the final reviewed drawings of RCC Box culverts, the SBC at the founding level shall be confirmed prior to execution. But,Concessionaire has proceeded with the works of culverts even where strata at founding level is clayey, without confirming SBC and complyingwith the NCR raised by IE.

8

Concessionaire has executed all working piles in arbitrary manner even without completing the Initial pile load tests at the balance 1 nos of Testpile and without submitting the report where test done to confirm the design capacity of pile. Concessionaire is continuing with the casting ofpilecap and raising the super structure at mannuthy flyover Km 262+707 without conducting routine pile load test on working pile to confirm thesafe load carrying capacity of piles. Similarly, Concessionaire has cast all piles (16 nos) at Major bridge (P1 LHS) without submitting therevised drawing and confirming the pile capacity through initial pile load test on test pile. This is not acceptable to IE as this does not conform toGood Industry practices.

Concessionaire has carried out embankment widening at certain stretches of water logged areas without submitting a methodology and adoptingthe proper foundation improvement as per Mo RT&H specs despite issuing a NCR. This is liable for pavement failure in future.

Concessionaire continues to execute the RE wall foundation at Mannuthy stretch without adhering to the system provider recommendations andwithout checking available SBC at site.

Concessionaire is continuing with the construction of lined drain without providing weep holes at the GSB bottom despite issuing NCR. Thiswould pose pavement failure in future due to lack of pavement subsurface drainage.

Concessionaire continues to carry out the backfilling with filter media behind box & pipe culverts in a stroke without compacting in layers evenafter NCR issued, which is liable for pavement settlement and posing threat to the safety of road users.

9

1.2 Critical Issues & Action Log

1.2.1 Pending Issues & Action Log

SNoIssue

DescriptionType

Ongoing/New

Issue/Resolved

ConcernedAuthority

Chainage(s)affected dueto the issue

Lengthaffected

(km)Action(s) taken till now Action(s) suggested by the IE

Expected date/Actual Date forresolving issue

NIL

10

1.2.2 Obligations as perContract

Expected Contents & Structure

Please write a summary of non-compliances of contractual obligations highlighting reasonsfor delay, stating pending actions and their potential risk to the project’s progress andrecommended actions by the IE.

Critical obligations and constraints of concessionaire as per contract - NIL

Critical obligations of authority as per contract - NIL

Critical pending obligations of IE as per contract - NIL

NOTE: Please include important issues requiring intervention of various parties,giving details and background wherever necessary

11

1.3 Project Overview

1.3.1 Salient Features of Project

Project Name Design, Construction, Development, Finance, Operationand Maintenance of 6 lane of Vadakkancherry – Thrissursection of NH-47 (Km.240.000 - Km.270.000) in the stateof Kerala on Design, Build, Finance, Operation andTransfer (DBFOT) pattern under NHDP phase-II

NH No. (New/ Old) NH-544 (Old 47)

Scheme/ Phase Phase-II

Mode of the Execution (BOT Toll/ BOT Annuity/EPC/ HAM/ Item Rate/ Others)

BOT (Toll)

No. of Lanes/ Configuration 6 Lane

Length of the Project (in Km) 28.355 Km (As per design)

Total Project Cost (in Cr) Rs.617 crore as per RFP and Rs.910.28 crores as per MRA

No. of Bypasses (Name of Town, Length) Nil

No. of Major Bridges (Number and Location) 1 No. (Km. 247.170)

No. of Toll Plazas (Number and Location) 1 No. (Km. 239.020)

No. of Fly Overs (Number and Location) 2 Nos. (Km. 237.035 & Km. 262.707)

DPR Consultant Name M/s. Sowil Consultant

Lead & Consortium Members of Banks AXIS Bank

Concessionaire Name (SPV & Parent Company) M/s. Thrissur Expressways Ltd.

Date of Award (LOA Date) 24.08.2009

Appointed Date 15.09.2012

Concession Period 20 Years

Construction Period (in Days) 913 Days

O&M Period (in Days) -

Scheduled Date of Completion 31.03.2017 (Rescheduled SPCD)

Independent Engineer M/s. Intercontinental Consultants and Technocrats Pvt. Ltd.

IE Agreement Date 11th March 2010

IE Mobilization Date 04th April 2010

12

1.3.2 Project Milestones

Sl.No. State of Milestone

Time/Date of RescheduledMilestone as per EOT approval Target %

Progress oftotal capital

cost*

RemarksTime in days Date

1 Project Milestone – I 253 10.06.2015 10 Achieved

2 Project Milestone – II 513 25.02.2016 35 Achieved

3 Project Milestone – III 773 11.11.2016 70 In progress

4 Scheduled 6 Laning date 913 31.03.2017 100

13

1.3.3 Location Map

14

1.3.4 Key Plan

15

1.4 Physical Progress

Component % WeightagePhysical Progress

(During Current Month)

Physical Progress

(Cumulative, Upto CurrentMonth)

Road Works 38% 1.81% 18.07%

Major Bridge works and ROB / RUB 22% 1.46% 11.5%

Structures 19% 0.26% 8.1%

Other Works 21% 1.19% 8.51%

Physical Progress 4.72% 46.18%

16

1.4.1 Detailed Scope of Work & Physical Progress by Component

S.No Description Unit BOQ QTY Proposedweightage

% Calculation: (BOQ /Total

BOQ)% ofweightage

ExecutedQTY

weightage%

TotalExecuted

weightage%

Remark

I EARTH WORK1 Clearing and Grubbing Ha 98 0.00071% 90 0.00%2 Roadway Excavation Cum 429496 3.09% 330270 2.38%3 Excavation in Rock Cum 265549 1.91% 213914 1.54%4 Excavation in Structure Cum 48076 0.35% 24000 0.17%5 Embankment Cum 1306814 9.41% 823949 5.93%6 Sub grade and Shoulder Cum 502821 3.62% 272167 1.96%7 Median filling Cum 72809 0.52% 3402 0.02%8 RE wall Filling Cum 429754 3.09% 0 0.00%

3055417 22% 12.01% 12.01%II GRANULAR COURSE1 GSB Cum 176165 3.79% 86972 1.87%2 WMM Cum 195291 4.21% 92929 2.00%

371456 8% 3.87% 3.87%III BITUMINOUS COURSE

1 Profile Corrective Coursewith BM Cum 2306 0.13% 583 0.03%

2 Dense Bituminous Macadam Cum 96333 5.45% 38162 2.16%3 Bituminous Concrete Cum 42765 2.42%

141404 8% 2.19% 2.19%

IV CROSS DRAINAGE(CULVERTS)

1 Box culvert 58 No's No's 58 6.19% 28.36 3.03%2 Pipe culvert 29 No's No's 29 1.81% 20.59 1.29%

87 8% 48.95 4.31% 4.31%v UNDERPASSES

As per CA LHS No's 7 2.00% 3.10 0.62%As per CA RHS No's 7 2.00% 1.56 0.00%

14 4% 0.62% 0.62%

17

VI BRIDGESScope as per CA LHS No's 1 3.60% 0.00098 2.71%Scope as per CA RHS No's 1 3.60% 0.00063 1.76%Minor Bridge LHS 1 0.27% 0.00000 0.00%Minor Bridge RHS 1 0.53% 0.000005 0.09%

1 8% 4.56% 4.56%VII FLYOVER

Scope as per CA LHS No's 2 5.00% 1.38 3.44%Scope as per CA RHS No's 2 5.00% 1.15 2.88%

4 10% 6.32% 6.32%VIII RE WALL

Sqm 52202 5.00% 8222 0.79% 0.79%52202 5%

IX DRAINConstruction of RCC Drain LM 30419 6% 6.00% 15200 3.00% 3.00%

X Miscellaneous & RoadSafety

1 Traffic Diversion LM 3000 0.96% 1800 0.58%2 Highway Lighting No's 487 0.90% 0.00%3 Toll plaza No's 1 0.60% 0.00%4 Signage's No's 596 0.20% 0.00%5 Bus shelter No's 21 0.15% 0.00%6 Kerb Laying LM 84765 0.73% 10121 0.09%7 Pavement Marking Sqm 37200 0.79% 0.00%8 Metal Beam crash barrier LM 20000 1.18% 0.00%9 Pitching with filter media Cum 23220 0.49% 0.00%

6% 0.66% 0.66%XI Tunnel with Approach

Approach LM 860 2.70% 2.70% 458.00 1.44% 1.44%Tunnel LM 900 12.30% 12.30% 469 6.41% 6.41%

100% 46.18%

18

1.5 Strip Plan

1.5.1 Strip Plan(Details) Highway Progress

23

Tunnel Progress

24

1.5.2 Strip Plan (Summary)

1. Workfront Unavailable & Reason fory

2. Length Completed by Layer (MCW)Unavailability

3. Length Completed by Layer(Service Road)

1.6 Land Acquisition andClearances

1.6.1 LA Summary

Description Total Required (ha)Total in possession at start

(ha) Total to be acquired (ha)

Existing ROW 60 m 60 m 0

Pvt. Land To be Acquired 181.122 Ha 181.122 Ha 0

Forest Land To be Transferred 13.95 Ha 13.95 Ha 0

Length(km)

TotalPendingLength

Total Length 56.71 51

Total WorkfrontUnavailable

0 0

PendingAcq.

Land0 0

PendingClearances

0 0

Encumbrances 0 0

Length(km)

% TotalLength

Total Length 51.35 100%Total LengthCompleted(Till DBM)

17 33.10%

BC 0 0%

DBM 17 33.10%

WMM 22.48 43.77%%GSB 23.52 45.80%%Sub-Grade 25.5 49.65%%C&G 48.9 95.22%

Length(km)

% TotalLength

Total Length 32 100%Total LengthCompleted(Till DBM)

17.225 53.8%

BC 0 0%

DBM 17.225 53.8%

WMM 17.78 55.56%%GSB 17.78 55.56%

Sub-Grade 20 62.5%C&G 31 96.87%

25

1.6.2 LA Detail byCALA

CALA

TotalLandleft to

beAcqui

red(Ha)

3HPending(ha)

3HDone(ha)

3GPending(ha)

3GDone(ha)

3DPending

(ha)

3DDone(ha)

3APending

(Ha)

3ADone(ha)

AmountAwarded(Crore

Rs.)

AmountDeposited

(CroreRs.)

AmountDisbursedby CALA

PendingAmount

(CroreRs.)

(CroreRs.)

Spl. Dy.Collector& SLAO,LANH,Palakkad

0 Nil

Spl. Dy.Collector& SLAO,LANH,Thrissur

0 Nil

1.6.3 Clearances Summary

Environment

Proposal Description StatusLength

ImpactedCurrent Stage Issues/ Comments

Approval of construction in coastal zone Nil Nil Nil Nil

Forest Land

Proposal Description Status LengthImpacted

Current Stage Issues/ Comments

Diversion of 6.345 Ha forest land (247.900 to249.150)

obtained 1.25 Km. Tunnel work is inprogress

Final approval received from MoEFon 14.05.2013

26

Wildlife

Proposal Description StatusLength

Impacted Current Stage Issues/ Comments

Diversion of 7.605 Ha. of forest land Obtained 1.50 Km.Tunnel workis in progress

Final approval obtained fromMoEF on 14.05.2013

Tree Cutting

Proposal Description Status LengthImpacted


Work completed

Railways (ROBs/ RUBs)

GAD Number StatusLocation/Chainage


Nil Nil Nil Nil Nil

27

1.6.4 Status of utilities shifting

UtilityCategory

Name StatusLengthaffected

DepartmentDate of request

by Authority forestimate

Date whenEstimate was

Received fromconcerned dept.

Date ofApproval by

AuthorityRO/ HQ

Date ofDeposit of

super-visioncharge

Progressof Physical

Shifting

Date ofCertificationfrom Agency

forCompletion

EstimateAmount (Rs inlakhs)

Issue/Commen ts

Water-

EstimateApproved

-

KWA 25.11.2009 01.03.2010 14.05.2010 02.06.2010 In progress- 182.44

NHAIHQ hasgrantedEOT upto March2017.Accordingly utilityrevisedestimatehave beenreceivedfromKSEB &KWAwhich hasbeen sentto RO forapprovalon17.09.16&21.09.16

Water-

EstimateApproved

-

Local Self Govt. 25.11.2009 28.01.2010 14.05.2010 NA In progress - 48.51

Electricity-

EstimateApproved

- KSEB

08.10.2009/24.06.2010

18.02.2010/21.07.2010 27.09.2010 29.10.2010

80%completed

-121.23

Electricity -EstimateApproved

- KSEB

04.05.2011/22.09.2014/26.02.2016

31.10.2015/11.03.2016 18.05.2016 29.10.2010

80%completed

- 75.12

28

1.7 Change of Scope

S No. Proposal DetailsDate of first

submission to IECurrent Status

COSAmount

Expected/ Actual Date ofApproval

1Construction of VUP at Km.254.355

- Approved in principle by Authority on

31.10.2009. Detailed quantities in proper order

yet to be submitted

- -

29

1.8 Mobilization of Resources

Sl.No.

Plant/ Equipment/ MachineryDeployed

AvailableUnder

Erection/mobilization

1. Motor Grader 120 H 4 -

2. Wheel Loader 3 -

3. Excavator 15 -

4. Dozer D50 + Tractor dozer 2 -

5. Soil Compacter 3 -

6. Crane 15 Ton 3 -

7. Tipper (Volvo) 30 T 9 -

8. Taurus Tipper 20 T 35 -

9. Tipper 12 T 20 -

10. Conventional boring rig 1 -

11. Water Tanker 2 -

12. Concrete boom placer 1 -

13. S/Stetter Transit Mixture 7 -

14. Concrete Batching Plant 3 -

15. WMM Plant 1 -

16. CAT DG Sets 500 KVA 4 -

17. CAT DG Set 250 KVA 1 -

18. Sudhir 63 KVA DG set 6 -

19. Sudhir 125 KVA DG set 3 -

20. Crusher 250 & 200 TPH 2 -

21. HMP 200TPH 2 -

22. Mobile crusher for GSB – 120 TPH 1

30

18

1.9 Financial Progress Details

1.9.1 Pen Picture - Escrow

TPC (Cr)

Cumulativeinflow to Escrow

till previousmonth (Cr)

Cumulativeoutflow fromEscrow till

previous month

(Cr)

Inflow to Escrowduring the month

(Cr)

Outflow fromEscrow during

the month

(Cr)

910.28 646.50 626.80 77.20 57.90

Are the Escrow withdrawals in accordance with the order of withdrawal as specified in the Concession Agreement?

Tick as applicable Yes No

31

1.9.2 Escrow details

TPC (Cr)Cumulative exp.

till date (Cr)

Escrow Plan tilldate- Debt (BOT)

(Cr)

Escrow Plan tilldate- Equity(BOT) (Cr)

Escrow Plan tilldate- VGF (BOT)

(Cr)

Escrow Actualtill date- Debt(BOT) (Cr)

Escrow Actual tilldate- Equity (BOT)

(Cr)

EscrowActual tilldate- VGF(BOT) (Cr)

910.28 584.31 389.50 161.17 108.15 389.50 161.17 108.15

32

1.10 Monitoring of Operations & Maintenance Obligations

1.10.1 Maintenance Status during Construction Phase

Maintenance of existing road:-Concessionaire shall require to take up immediately the cleaning of all Existing Row chocked drain and

CD structures to prevent entry of rain water over carriageway in the forthcoming monsoon. Concessionaireshall also ensure for smooth natural drainage of surface and subsurface water during the monsoon at thosestretches where widening work taken up. Concessionaire shall require to immediately repair the potholesand patches those have been developed at several stretches in the project highway for traffic worthiness toavoid accident and inconvenience to the road users apart from inviting criticism from the representatives ofpublic and local body.

Safety Measures:-Concessionaire shall require to provide Cautionary Sign Boards at all Curve locations of Existing

Carriageway and due to lack of installation of such sign boards, accidents are occurring at curve locations inthe Project Highway which need to be prevented.

There are frequent instructions from District Administration/Commissioner of Police to enhance thesafety measures at Kuthiran hill by widening the road at paved shoulder area along with provision ofadequate sign boards in view of occurrence of accidents very often. Concessionaire shall require to resumesafety measures on priority basis to avoid further accidents.

Issues of serious concern:-

The Project activities are quite affected for want of adequate resources and deployment of staff underHighway, Bridge and Material section from Concessionaire as well as EPC side. Virtually, adequatenumbers of staff at High, middle level management and supervisory level are not available at Project sitefrom Concessionaire and EPC side to initiate, plan and co-ordinate the Project activities on day-to-day basisfor implementation of the Project.

Physical progress of 46.67%only achieved as of December 2016 and thus it is unlikely thatConcessionaire could achieve SPCD by March 2017 unless Concessionaire initiate an action plan onwar footing basis with mobilization of all resources for parallel activities in all fronts. As per revisedwork program of the Concessionaire, the financial progress of `659.48 crores should have beenachieved as against the EPC cost ` 753.80 crores whereas, it was only 351.77 crores has beenachieved.

Adequate safety measures should be provided immediately in construction zone. Concessionaire to initiate appropriate action on priority basis to maintain the ECW for traffic

worthiness including constant cleaning of side drains as the condition of road at certain stretches hasbecome very bad due to development of patches/pot holes.

Temporary Handrail provided in the Irumbubalam Bridge is found unsafe which needs to be rectifiedon priority basis for safe traffic over the Bridge.

Drainage proposal should be finalized at the earliest. Applicable permits as per Schedule E are yet to be obtained for KL-3 Project. There is acute shortage of necessary resources like manpower, machinery and material for the

execution of Project even though full work fronts (100%) are available for structure and road work. Concessionaire has still to comply the outstanding 76 No’s of NCR and the same has been enclosed

as Annexure-1

33

Still balance one number initial pile load test on test pile at Mannuthy flyover at Ch. 262+707 is duefor testing since last 4½ years for which Concessionaire needs to expedite the arrangement fortesting, which is a matter of concern.

Concessionaire had started raising the sub structure at Mannuthy flyover Km. 262+707 withoutconducting the routine pile load test for confirming the safe axial/lateral load carrying capacity ofpile, which is a matter of serious concern.

Concessionaire shall require to conduct subsoil investigation at all RE Wall approach locations andHigh embankment forming approach to bridge followed by performing stability analysis andsubmitting to IE with ground improvement, if any for review in advance of commencement of work.This is very important Technical Parameters required to be complied prior to execution of work.Still, this is not complied by the concessionaire.

The Concessionaire has not submitted any proposal for reconstruction of the aqueduct under positivechange of scope for obtaining approval of competent authority.

Concessionaire shall acquire the small piece of land at the exit approach at their risk and cost asagreed in the CGM(T)& RO meeting in order to avoid shifting the alignment at exit approach.

1.10.2 Maintenance Status during Operations & Maintenance Phase : NIL

34

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 SpotsSuggested Remedial Measures

within provisions of ConcessionAgreement

Additional Remedial Measures

(if any)

Financial implications of additionalRemedial Measures for Authority

(Cr.)

NIL NIL NIL NIL

35

1.12 Annex 1: Detailed List of Physical Components as per Schedule G

Component Physical Item

Road worksincluding culverts,

minor bridges,underpasses,overpasses,

approaches toROB/RUB/Major

Bridges/ Structures(but excludingservice roads)

A- Widening and strengthening of existing road

(1) Earthwork up to top of the sub-grade

(2) Granular work (sub- base, base, shoulders)

(a) GSB

(b) WMM

(3) Shoulders

(4) Bituminous work

(a) DBM

(b) BC

(5) Rigid Pavement

Concrete work

(6) Widening and repair of culverts

(7) Widening and repair of minor bridges

B- New realignment/bypass

(1) Earthwork up to top of the sub-grade

(2) Granular work (sub- base, base, shoulders)

(a) GSB

(b) WMM

(3) Shoulders

(4) Bituminous work

(a) DBM

(b) BC

(5) Rigid Pavement

Concrete work

C- New culverts, minor bridges, underpasses, overpasseson existing road, realignments, bypasses:

(1) Culverts

36


(2) Minor bridges

(a) Foundation

(b) Sub-structure

(c) Super-structure (including crash barriers etc. complete)

(3) Cattle/Pedestrian underpasses

(a) Foundation

(b) Sub-structure


(4) Pedestrian overpasses

(a) Foundation

(b) Sub-structure


(5) Grade separated structures

(a) Underpasses

(i) Foundation

(ii) Sub-structure

(iii) Super-structure (including crash barriers etc.complete)

(b) Overpass

(i) Foundation

(ii) Sub-structure


(c) Flyover

(i) Foundation

(ii) Sub-structure


(d) Foot over Bridge

Major Bridge A- Widening and repairs of Major Bridges

37


works andROB/RUB

(1) Foundation

(a) Open Foundation

(b) Pile Foundation/Well Foundation

(2) Sub-structure

(3) Super-structure (including crash barriers etc. complete)

B- Widening and repair of

(a) ROB

(1) Foundation

(2) Sub-structure


(b) RUB

(1) Foundation

(2) Sub-structure


C- New Major Bridges

(1) Foundation

(a) Open Foundation

(b) Pile Foundation/Well Foundation

(2) Sub-structure


D- New rail-road bridges

(a) ROB

(1) Foundation

(2) Sub-structure


(b) RUB

(1) Foundation

(2) Sub-structure


38


Structures(elevated sections,reinforced earth)

(1) Foundation

(2) Sub-structure


(4) Reinforced Earth Wall (includes Approaches of ROB,Underpasses, Overpasses, Flyover etc.

Other Works (i) Service roads/ Slip Roads

(ii) Toll Plaza

(iii) Road side drains

(iv) Road signs, markings, km stones, safety devices, ….(a)Road signs, markings, km stones, ….

(b) Concrete Crash Barrier/ W-Beam Crash Barrier inRoad work

(v) Project facilities

(a) Bus bays

(b) Truck lay-byes

(c) Rest areas

(vi) Repairs to bridges/structures

(vii) Road side plantation

(viii) Protection works

(a) Boulder Pitching on slopes

(b) Toe/Retaining wall

(ix) Tunnel

(a) Excavation

(b) Construction of support system including rock bolting,lining etc.

(c) On complete completion of tunnel

(x) Miscellaneous

* The above list is illustrative and may require modification as per the actual scope ofthe work.

39

Annexure I

S.No. Letter No. Date Work DescriptionCompliancereport with

DateStatus

IE’sLetter

No: withDate

Remarks

1. 1ICT: 468: TL:

KL-3: TEL: 53424.11.2011

Not maintaining thecement register and storingthe unapproved cementwith approved cement atthe Batching plant feedhopper store at Km 274(LHS) Marathakara.

Pending

2. 2ICT: 468: TL:

KL-3: TEL: 56112.12.2011

Casting 1st lift Wall ofunderpass chainage at258+920 (LHS) M35grade on Thrissur sidewithout raising RFI.

Pending

3. 3ICT: 468: TL:

KL-3: TEL: 62724.01.2012

Embankment layer fillingover uncompacted andunapproved OGL bed fromCh. 245.400 to 245.500(RHS).

Pending

4. 9ICT: 468: TL:

KL-3: TEL: 64802.02.2012

Using the unapprovedconcrete admixture andwithout approval of trialmix with changed sourceof admixture in M35 gradeconcrete for underpassdeck slab at km 258+920LHS.

pending

5. 10

ICT: 468: TL:KL-3: TEL: 662

15.02.2012

Laying PCC for boxculvert at ch:263+905 LHSwithout conforming SBCand without raising RFI.

Pending

6. 11

ICT: 468: TL:KL-3: TEL: 686

05.03.2012

Non Compliance onProduct Notification forlaying PCC at Box Culvertat Km. 250+664 (LHS)Without Confirming SBC.

Pending

7. 12

ICT: 468: TL:KL-3: TEL: 695

13.03.2012

Non Compliance onProduct Notification forDumping and Spreading ofUnsuitable Material forEmbankment ConstructionWithout Compacting OGLBed Between Km.259+000 to 259+100(RHS).

Pending

8. 13

ICT: 468: TL:KL-3: TEL: 700

14.03.2012

Non Compliance onProduct Notification forlaying PCC for BoxCulvert at Ch. 255+032(LHS) WithoutConfirming SBC.

Pending

40

9. 17

ICT: 468: TL:KL-3: TEL: 710

20.03.2012

Non Compliance onProduct Notification forTaking Up EmbankmentIInd Layer WithoutApproval of EmbankmentIst Layer at Km. 257+880to Km. 257+930 (RHS).

Pending

10. 18

ICT: 468: TL:KL-3: TEL: 711

21.03.2012

Non Compliance onProduct Notification forlaying PCC at Box Culvertat Ch. 252+966 (LHS)having Clayey Strata atFounding Level WithoutConfirming SBC andWithout Raising RFI.

Pending

11. 19

ICT: 468: TL:KL-3: TEL: 715

22.03.2012

Non Compliance onProduct Notification forDumping and Spreading ofEmbankment 1stLayerOver Unapproved OGLBed with Bumping at Km.251+280 to Km. 251+420(RHS).

Pending

12. 20

ICT: 468: TL:KL-3: TEL: 717

23.03.2012

Non Compliance onProduct Notification forUsing the EmbankmentMaterial from Untestedand Unapproved BorrowArea at Km. 251+900(LHS).

Pending

13. 21

ICT: 468: TL:KL-3: TEL: 745

11.04.2012

Non Compliance onProduct Notification forStarting of Piling Works inMannuthy Flyover at Ch.262+707 WithoutCompleting the DesignProcedures.

Pending

14. 24ICT: 468: TL:KL-3: TEL: 760

21.04.2012

Non Compliance onProduct Notification forProceeding With FurtherWorks for Box Culverts atCh. 251+961 (RHS), Ch.257+866 (RHS) and Ch.262+942 (LHS) WithoutConfirming SBC andSubmission of Reports

Pending

15. 26ICT: 468: TL:KL-3: TEL: 773

02.05.2012

Non Compliance onProduct Notification forLaying PCC at BoxCulvert at Ch. 252+288(RHS) having ClayeyStrata at Founding Levelwithout Confirming SBC

Pending

16. 28ICT: 468: TL:KL-3: TEL: 802

29.05.2012

Non Compliance onProduct Notification forLaying PCC andProceeding with the Workat Box Culvert at Ch.

Pending

41

251+620 RHS, Ch.254+125 RHS and Ch.253+084 LHS havingClayey Strata at FoundingLevel Without ConfirmingSBC

17. 30ICT: 468: TL:KL-3: TEL: 819

13.06.2012

Non Compliance onProduct Notification forLaying PCC for BoxCulvert at Ch. 253+353(LHS) having ClayeyStrata at Founding Levelwithout Confirming SBC

Pending

18. 31ICT: 468: TL:KL-3: TEL: 826

15.06.2012

Non Compliance onProduct Notification forLaying of WMM TopLayer Without using aSensor Paver at Km.263+200 to Km. 263+400(RHS)

Pending

19. 32ICT: 600: TL:KL-3: TEL: 1329

03.06.2015

NCR No: 32 NonCompliance on ProductNotification for LayingPCC for Box Culvert atCh. 243+447 (LHS)having Sandy ClayeyStrata at Founding Levelwithout Confirming SBC

Pending

20. 33ICT: 600: TL:KL-3: TEL: 1357

15.07.2015

Non Compliance onProduct Notification forconcreting the workingpile in Mannuthy flyoverat Ch. 262+707 withoutcompleting the designprocedures/ confirming thedesign strength of rockprofile (UCS) forsocketing the pile in thehard rock

Pending

21. 34ICT: 600: TL:KL-3: TEL: 1451

30.10.2015

Non Compliance onProduct Notification forconcreting for PSC girderwith M45 grade concreteat flyover Km 262+707between P4 and P5 outergirder no. 2 (RHS) withoutinstalling Electronicprinter for qualityassurance

Pending

22. 35ICT: 600: TL:KL-3: TEL: 1484

04.01.2016

Non Compliance onProduct Notification fornot submitting theManufactured TestCertificate (MTC) onvarious batches of the year2015 pertaining to DalmiaOPC 43 grade cement and

Pending

42

not maintaining the cementindent record

23. 36ICT: 600: TL:KL-3: TEL: 1485

05.01.2016

Non Compliance onProduct Notification forusing the HYSD TMT barsin the major structureworks from the LOT No. 4to 8 without QualityControl tests and withoutconducting tests fromNABL accreditedlaboratory on the first LOTof steel from M/s JSW Ltd.for selection and approvalof source

Pending

24. 38ICT: 600: TL:KL-3: TEL: 1506

22.01.2016

Non Compliance onProduct Notification forlaying the GSB layer onthe Project highwaywithout Quality Assurance

Pending

25. 39ICT: 600: TL:KL-3: TEL: 1509

23.01.2016

Non Compliance onProduct Notification forlaying PCC at Box Culverton LHS of Km.236+601,Km. 236+765, Km.237+193, Km. 237+609and Km. 239+950 withoutverifying SBC at foundinglevel as per therequirement of GFCdrawing – Leading tounsafe work

Pending

26. 40ICT: 600: TL:KL-3: TEL: 1519

04.02.2016

Non Compliance onProduct Notification fortaking up of GSB layerover subgrade in cutformation from Km.257+520 to Km. 257+860MCW (LHS) withoutcompacting the subgradein layer wise to therequired degree ofcompaction to ensuredesign CBR for qualityassurance

Pending

27. 41ICT: 600: TL:KL-3: TEL: 1520

04.02.2016

Non Compliance onProduct Notification forlaying PCC over clayeystrata at Box culvert km245+606, 245+807 &245+932 (RHS) withoutverifying SBC at foundinglevel as per GFC drawing

Pending

28. 42ICT: 600: TL:KL-3: TEL: 1532

10.02.2016

Non Compliance onProduct Notification forlaying the GSB layer oversubgrade on service road

Pending

43

without compacting thesubgrade for 300mmportion from bottom to therequired degreecompaction in thefollowing stretches

29. 43ICT: 600: TL:KL-3: TEL: 1533

12.02.2016

Non Compliance onProduct Notification forDumping of Earth oversoft and unstable bedconsists of over moisturewithout getting review ofalternative methodologyand material for groundimprovement and remedialmeasures adopting thematerial and methodologyas per MoRT&Hspecification at km254+360 to 254+520, Km254+660 to 254+700 &Km. 254+740 to 254+760

Pending

30. 44ICT: 600: TL:KL-3: TEL: 1549

24.02.2016

Non Compliance onProduct Notification forDumping and spreadingthe material over soft andunstable Embankmentfoundation in water loggedcondition at Km. 237+850to Km 237+900 and Km254+620 to Km 254+650with substandard material& methodology leading topavement failure

Pending

31. 45ICT: 600: TL:KL-3: TEL: 1565

04.03.2016

Non-compliance onproduct notification forconstructing Pipe culvertinstead of Box culvert asper GFC drawing at Km260+250

Pending

32. 46ICT: 600: TL:KL-3: TEL: 1566

05.03.2016

Non-compliance onproduct notification for notconstructing subgrade inlayers and that too evenwithout preparing andcompacting the OGL bedwhere subgrade rest onground at km 258+380 to258+700 and 261+080 to261+150 on LHS

Pending

33. 47ICT: 600: TL:KL-3: TEL: 1585

16.03.2016

Non Compliance onProduct Notification forlaying PCC over clayeystrata at Box culvert km.252+156 (RHS) of size6X3.2 m without verifyingSBC at founding level asper GFC drawing

Pending

44

34. 49ICT: 600: TL:KL-3: TEL: 1595

26.03.2016

Non compliance onproduct notification for notproviding 100mm diaweep holes in the RCClined drain in urban stretchfor pavement sub surfacedrainage

Pending

35. 50ICT: 600: TL:KL-3: TEL: 1597

26.03.2016

Non compliance onproduct notification for notproviding 'L' Section Kerbas per ConcessionAgreement and IE's finalcomments at the stretchKm. 262+000 to263+280(LHS) betweenMCW and Service road

Pending

36. 51ICT: 600: TL:KL-3: TEL: 1603

30.03.2016

Non compliance onproduct notification forlaying the pavement layersin the approaches of BoxCulvert at Km. 262+016,Km 262+295, Km262+636 and 262+942without the provision ofapproach slab

Pending

37. 52

ICT: 600: TL:KL-3: TEL: 1614

07.04.2016

Noncompliance on productnotification forconstructing theembankment in layers ofmore than 1 m thicknessfrom Km 246+500 to Km246+700(LHS)

Pending

38. 53

ICT: 600: TL:KL-3: TEL: 1615

07.04.2016

Noncompliance on productnotification for taking upof High Embankment fromKm 246+630 to Km247+000 forming approachto Major bridge at Km247+170 over Peechireservoir area havingclayey silty sub soil stratawithout conducting subsoil investigation andstability Analysis onFoundation andEmbankment.

Pending

39. 54

ICT: 600: TL:KL-3: TEL: 1619

19.04.2016

Non Compliance onproduct notification forconstructing the roadpavement withoutproviding the box culvertat Km242+961(RHS) asper the reviewed plan andprofile and GFC drawing

Pending

40. 55

ICT: 600: TL:KL-3: TEL: 1631

19.04.2016

Non-compliance onproduct notification fordumping of waste andunsuitable material over

Pending

45

waterlogged area fallingunder widening of maincarriageway from Km.255+800 to 256+060(RHS) without followingthe appropriate materialand methodology/groundimprovement measures asper MoRT&H Clause305.4.6 and withoutremoving the vegetationand top organic soil –posing pavement failure

41. 56

ICT: 600: TL:KL-3: TEL: 1632

20.04.2016

Non-compliance onproduct notification forconstruction ofembankment layers oversoft and unstable OGL bedin over moisture conditionhaving cohesive soil stratawithout adopting properground improvementtechnique between Km.252+900 to Km 253+160

Pending

42. 57

ICT: 600: TL:KL-3: TEL: 1643

30.04.2016

Non-compliance onproduct notification forproducing and laying theWMM mix on the projecthighway

a. From the materialof unapprovedsource

b. Withoutperforming mixdesign from thechanged source(Tunnel)

c. Withoutproducing thematerial fromWMM plant.

d. Without using thesensor paver forquality assurance.

Pending

43. 58

ICT: 600: TL:KL-3: TEL: 1648

07.05.2016

Non-compliance onproduct notification for notcarrying out backfilling inthe excavated trenches ofPipe culvert in layers withcompaction as perMORT&H clause 2907and QAP of the project atKm 245+656 - posingthreat to settlement ofpavement

Pending

46

44. 59

ICT: 600: TL:KL-3: TEL: 1662

11.05.2016

Non-compliance onproduct notification forcontinuing with theconstruction of pile cap/sub structure withoutconducting the routine PileLoad Tests on workingpile and balance one initialpile load Test on Test pileat Mannuthy Flyover Km262+707

Pending

45. 60

ICT: 600: TL:KL-3: TEL: 1667

12.05.2016

Non-compliance onproduct notification forcontinuing the use ofBitumen emulsion SS1 andRS1 for prime and Tackcoat in the ProjectHighway without sourceapproval and frequencyTest as per QAP of theproject

Pending

46. 61

ICT: 600: TL:KL-3: TEL: 1668

12.05.2016

Non Compliance onProduct Notification forusing the HYSD TMT barsin Major structure worksfrom the LOT No. 9 & 12without Quality Controltests as per QAP of theproject for Qualityassurance

Pending

47. 62

ICT: 600: TL:KL-3: TEL: 1669

12.05.2016

Non Compliance onProduct Notification fornot submitting theManufactured TestCertificate (MTC) onvarious batches of Dalmiaand Chettinad OPC 43grade cement used from01.01.2016 to 30.04.2016and not conducting ThirdTest for every 500 MT asper QAP of the Project forQuality assurance and notmaintaining the cementindent record

Pending

48. 63

ICT: 600: TL:KL-3: TEL: 1670

12.05.2016

Non Compliance onProduct Notification forproducing and using theconcrete in Majorstructures withoutinstalling Electronicprinter at the batchingplant @ Km 237+580(LHS) for qualityassurance

Pending

49. 64

ICT: 600: TL:KL-3: TEL: 1671

12.05.2016Non Compliance onProduct Notification fornot Submitting MTC and

Pending

47

Uniformity Test Reportfrom Third Party forQuality Assurance ofAdmixture Supplied UnderLOT No: 4 to 9

50. 65

ICT: 600: TL:KL-3: TEL: 1678

14.05.2016

Non Compliance onproduct notification forlaying the PCC for REwall foundation from Km261+580 to Km 261+715on LHS for PUP @261+830 without checkingfor SBC at founding levelas per the requirement ofsystem provider designdrawing

Pending

51. 66

ICT: 600: TL:KL-3: TEL: 1680

19.05.2016

Non-compliance onproduct notification fordumping and spreading ofsoil in one stroke for about1.50 m height forconstruction ofembankment over soft andunstable OGL bed in waterlogged condition havingcohesive soil strata withoutadopting proper materialand methodology betweenKm. 250+000 to Km250+100 (LHS)

Pending

52. 67

ICT: 600: TL:KL-3: TEL: 1686

24.05.2016

N Non compliance on ProductNotification for producingand laying the DBM Mixon the Project Highwaywithouta) Obtaining source

approval for thechanged source ofaggregate

b) Performing Mix designc) Submitting the

calibration report ofHMP (200 TPH) andrectifying the defectiveprinter

d) Conducting frequencytests on mix andmaterial-reg

Pending

48

53. 68

ICT: 600: TL:KL-3: TEL: 1687

24.05.2016

Non compliance onproduct notification for notmaintaining the inspectiondocuments / FrequencyTest reports conforming toMoRT&H and IRC SP 11for having executed thework with qualityassurance as per QAP ofthe project – reg

Pending

54. 69

ICT: 600: TL:KL-3: TEL: 1689

25.05.2016

Noncompliance on productnotification for failure ofconcrete cube strengthrepresenting the PSCgirders of MannuthyFlyover Km 262+707 andMajor Bridge Km247+170 - Need tovalidate/ prove thecompressive strength ofconcrete by Core Test asper IS 516

Pending

55. 70

ICT: 600: TL:KL-3: TEL: 1745

20.07.2016

Non compliance onproduct notification forlaying Raft concrete atBox culvert Km. 243+922LHS without Provision ofshear key and withoutraising RFI despite ourreminder for rectifying thedeficiency

Pending

56. 71

ICT: 600: TL:KL-3: TEL: 1823

27.08.2016

Non compliance onproduct notification for notconstructing the Head wallof pipe culvert below bedlevel @ Km 261+181 onRHS side as per GFCdrawing

Pending

57. 72

ICT: 600: TL:KL-3: TEL: 1839

31.08.2016

Non compliance onproduct notification for notconstructing the Retainingwall of Box Culvert belowbed level @ Km 259+733on LHS side as per GFCdrawing

Pending

58. 73

ICT: 600: TL:KL-3: TEL: 1844

1.09.2016

Non-compliance onproduct notification for notConstructing the top slabof Box Culvert withhaunch at Km. 249+992(RHS) – reg

Pending

49

59. 74

ICT: 600: TL:KL-3: TEL: 1872

09.09.2016

Noncompliance on productnotification for laying Raftconcrete at Box culvertKm. 249+892 (LHS)without Provision of shearkey to preventundermining of the raft infuture and bottom haunchdespite our reminder forrectifying the deficiency –reg.

Pending

60. 75

ICT: 600: TL:KL-3: TEL: 1875

10.09.2016

Non Compliance onProduct Notification forDumping and spreadingthe material over soft andunstable ground in waterlogged conditionsupporting subgrade atKm. 254+680 -740 (LHS)of service road withsubstandard material &methodology leading topavement failure– reg

Pending

61. 76ICT: 600: TL:KL-3: TEL: 1902

22.09.2016

NCR No. 76: NonCompliance on ProductNotification for boring ofpiling works in Pile No.5of Pier P1 (LHS) at MajorBridge Km. 247+170.455without completing thedesign Procedures – reg.

Pending

62. 77

ICT: 600: TL:KL-3: TEL: 1904

22.09.2016

Non-compliance onproduct notification forcontinuing withproduction and laying ofWMM mix on the projecthighwayWithout producing thematerial from WMM plant

b. Without using the sensor paver forquality assurancec. Without performing mix

design from thechanged source(Tunnel)-reg

Pending

50

63. 78

ICT: 600: TL:KL-3: TEL: 1910

24.09.2016

Non Compliance on

Product Notification for

laying of bed PCC for Box

culvert of Km. 255+964

without confirming the

design SBC as the soil at

founding level is silty

clayey in nature – reg

Pending

64. 79

ICT: 600: TL:KL-3: TEL: 1925

29.09.2016

Non Compliance on

Product Notification for

Dumping and spreading

the unsuitable material

over soft and unstable

OGL ground in water

logged condition at Km.

250+030 -300 (LHS) of

MCW with improper

methodology leading to

pavement failure – reg

Pending

65. 81

ICT: 600: TL:KL-3: TEL: 1967

17.10.2016

Non Complianceon ProductNotification forlaying the PCCover clayey strata atBox culvert km.255+581 withoutconfirming the SBCat founding level asper GFC drawing –reg.

Pending

66. 82

ICT: 600: TL:KL-3: TEL: 1969

19.10.2016

Non Complianceon ProductNotification forconcreting all theworking piles atPier P1 (LHS) ofMajor Bridge atKm. 247+170without completingthe design processand complying thereview commentsdespite rejecting theRFIs – reg.

Pending

51

67. 83

ICT: 600: TL:KL-3: TEL: 1990

25.10.2016

Non Compliance onProduct Notification forexecuting the pipe culvertat Km.249+466 on LHSside without submittingthe revised drawingincorporating the reviewcomments for approvaland despite rejecting theRFI for laying of PCC.

Pending

68. 84

ICT: 600: TL:KL-3: TEL: 2023

05.11.2016

Non Compliance onProduct Notification fordumping of unsuitablematerial over waterlogged area falling underwidening of maincarriageway from Km.256+060 to 256+230(RHS) without followingthe appropriate materialand methodology/groundimprovement measures asper MoRT&H Clause305.4.6 and withoutremoving the vegetationand top organic soil –posing pavement failure

Pending

69. 85

ICT: 600: TL:KL-3: TEL: 2024

07.11.2016

Non Compliance onProduct Notification forlaying the PCC in REWall foundation withoutcompacting to the desireddensity and ensuring thespecified unit weight offoundation soil propertiesbetween Km. 262+060 toKm. 262+150 (BHS)

Pending

70. 86

ICT: 600: TL:KL-3: TEL: 2055 16.11.2016

Non Compliance onProduct Notification fortaking up RE Wallfoundation work withoutfoundationsimprovement to achievedesign SBCrequirement asrecommended by thesystem provider fromKm. 261+930 to Km.262+060 (RHS)

Pending

52

71. 87

ICT: 600: TL:KL-3: TEL: 2059 18.11.2016

Non Compliance onProduct Notification forcontinue to using theBitumen emulsion forprime coat from theunknown source andwithout qualityassurance requirement

Pending

72. 88

ICT: 600: TL:KL-3: TEL: 2060 18.11.2016

Non Compliance onProduct Notification forconstructing the highembankment bydumping the materialfor more than 3 m in astroke and withoutforming a benching atthe widening of MCWfrom Km 244+100 to300 (LHS)

Pending

73. 89

ICT: 600: TL:KL-3: TEL: 2061 18.11.2016

Non Compliance onProduct Notification forusing the unsuitablematerial and adoptingimproper methodologyin the execution ofembankment work oversoft/ unstable groundfrom Km. 253+460 toKm. 253+540

Pending

74. 90

ICT: 600: TL:KL-3: TEL: 2066 21.11.2016

Noncompliance onproduct notification forcarrying out thebackfilling behind boxculvert wall in a strokefor about 2.50m heightwithout compacting inlayers and that toowithout providing filtermedia at Km. 259+035(LHS) - Posing threat tothe safety of road users

Pending

53

75. 91

ICT: 600: TL:KL-3: TEL: 2076 23.11.2016

Non Compliance onProduct notification forlaying of PCC over theclayey strata for BoxCulvert at Km. 255+458(RHS) withoutconfirming the SBC byjointly witnessing thetest

Pending

76. 92

ICT: 600: TL:KL-3: TEL: 2084 25.11.2016

Non Compliance onProduct notification forrepairing, stressing,grouting and launchingthe distressed PSCgirder pertaining toouter girder 1 of spanP13-A2 (RHS) over thespan P12-P13 (RHS) atMannuthy Flyover Km.262+707 without takinginto the comments of IE

Pending

54

Photo showing launching of girder at Mannuthy flyover

Photo showing Major Bridge Deck Slab reinforcement work

55

Photo showing Tunnel Exit and Entry Portal progress

56

Photo showing Laying of DBM top layer at 245+600

Photo showing RE Wall Block Erection and Embankment filling

national highways authority of india - nhai.org.innhai.org.in/spw/iereport/mir december 2016.pdf ·...

Documents