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NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport and Highways)
GOVERNMENT OF INDIA
DESIGN, CONSTRUCTION, DEVELOPMENT, FINANCE, OPERATION AND MAINTENANCE 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 Technocrats Pvt. Ltd.]
MONTHLY PROGRESS REPORT NO. 61
FOR THE MONTH OF: SEPTEMBER 2016
1
1.1 Summary of Current Month’s Progress
Physical Progress Summary:-
Physical and financial progress as on the month of September 2016 is as follows:-Monthly Progress Report (MPR) from October - 2012 to September2016 had not been reported by Concessionaire. Concessionaire has reported physical and financial progress report for the month of September 2016. The scrutinized physical progress as per EPC is as follows.
Physical Progress:- (%)Description Upto previous
monthThis month Cumulative
Target as per Concessionaire’s Programme based on EPC cost
66.29 2.35 68.64
Achieved as reported by the Concessionaire based on EPC cost
30.78 2.94 33.72
Achieved as assessed by IE. 25.05 5.25 30.3
Project Financial Data as of September 2016:Means of Finance
Amount in crores
Sources of fund as per Statutory Auditor Certificate in crores
Remarks
Equity 161.17 257.17 Includes unsecured term loan & current liabilities
Term loan 505.11 300.12 -Grant 243.99 50.4 ReleasedTotal 910.28 607.69 -Application of funds as per statutory Auditor Certificate dated 24.09.2016Sl. No Particulars Amount in crores
1 EPC-Work done 346.712 Advance to – EPC Contractor 119.273 Current Assets & Loans & Advances 1.474 Fixed Assets 0.095 Financial and Administrative Expenses 31.346 Interest 93.34Total 592.22
Concessionaire’s work program is not satisfactory despite 100% obstruction free land are available in both structure and road work. Better progress can be achieved by good planning and expeditious deployment of adequate resources. Construction activities came to standstill in all the fronts since last July 2012 and as a result, Project Milestone – I, ll & lII based on revised Appointed date as
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15th September 2012 had not been achieved by Concessionaire apart from breach of Maintenance requirements of the ECW resulting issue of an “Intention to issue a Termination 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 7 th Oct 2014 with commencing the nominal activities at road 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 halted intermittently resulting conducting a meeting with the Concessionaire and IE at NHAI HQ on 20th May 2015, 30th Nov 2015 and 1st Feb 2016 emphasizing the Concessionaire to mobilize adequate resources and to demonstrate their capability to establish that Concessionaire could complete 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, EOT in Construction period without damages and without extension in the Concession Period has been approved by Executive committee of NHAI in its 283rd
meeting held on 25.05.2016 by duly rescheduling the milestones and SPCD from 17.03.2015 to 31.03.2017 for which Concessionaire shall not claim any cost overrun or any time overrun (Concession Period) due to restructuring of milestones. With respect to the restructured milestones, Concessionaire has achieved the milestones I & II within the cure period.
On approval EOT, Concessionaire had raised 1st tranche Grant proposal after infusing their equity and debt disbursal as per debt equity ratio and as certified by the Statutory Auditor. The same was recommended by IE and PD, NHAI and released to the Concessionaire. In view of approval of EOT on construction period, notice regarding an “Intention to issue a Termination Notice” vide Authority letter no: NHAI/HQ/Tech/KL/2011/98 dated 30.04.2014 stands invalid.
Summary of Progress – [SEPTEMBER, 2016] :
Highway Work StatusClearing and grubbingClearing and grubbing iscarried out for 25Km as bushes and shrubs have grown up in the area where C&G Completed earlier.Earth workEarth work is carried out at for 18 Km stretch and further work in progress.GSBGSB work is carried out for 11 Km stretch and further work in progressWMMWMM work is carried out for 9 Km stretch and further work in progress Rock ExcavationRock excavation is beingcarried out at Ch. 240, Ch.241, Ch. 243 & Ch. 251 and still around 1 lakh m 3
work to be carried out.SurveyConcessionaire has commenced control points checking and centre line markings as concessionaire to re-establish centre line chainage markings and TBMS which are disturbed due to Maintenance of Existing road.Structure Work Status The status of Structure works are given under Sl. no: 11 under this section.The details of Major Structures are given in Annexure – A.
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Tunnel worksDrilling and blasting through left tube tunnel in D shape profile is in progress and achieved for about 315 m. Following to this, Concessionaire shall require to undertake rock supporting work as proposed in the drawings. Similarly, treatment of vertical face of tunnel entry approach shall require to be done by the Concessionaire as proposed in the drawings to ensure stability of the cutting face.
Work ProgressStructure work includes new construction of one major bridge, 2 flyovers, 10 underpasses, Up-gradation of one minor bridge and 87 culverts to be widened or reconstructed as per site condition.
i) Cd Structures: 19 nos Box Culvert and 15nos Pipe Culvert completed and work in progress at 29 nos and 11 nos in Box and Pipe culverts respectively.
ii) Underpasses: Deck slab completed for underpass at Ch. 261+830 on BHS. Deck slab completed for underpass at Ch. 258+920 on LHS and work not started for RHS. Wall lifts are in progress for underpasses at Ch. 238+120 & 262+240 on LHS MCW.
iii) Flyover: Confirmatory boring for working piles are carried out for Flyover at Ch.262+707 and report has been submitted. All working piles 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, foundation, substructure and girder casting works are in progress for few piers.
iv) Major Bridge: At Major Bridge Km. 247+170, 17 Nos. of foundations have been completed, Substructure works, Girder casting, stressing & grouting works are in progress.
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 after conducting 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 handed over 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 has not been signed by Concessionaire since May 2011.
Shifting of utilitiesEven site clearance and dismantling of the structures within the acquired ROW had been
4
completed by NHAI about 3 years before for entire stretch, still electric poles for 5 km length to be shifted. Revised estimate under Palakkad district have already been approved. Revised estimate for Electric line shifting for Pattikkad division under Thrissur District has been approved. Concessionaire is still to initiate action for shifting 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 14 thMay 2013. Trees other than
forest area from existing ROW have been 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 for Service Road Plan & Profile has also been issued except 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 and Drainage 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. Pile foundation design calculations has been reviewed by IE and concessionaire was advised to go ahead with casting of 2no’s of initial pile for initial pile load test at each flyover location in order to ascertain the pile capacity. The design for Minor Bridge at Ch. 241+166 for new construction 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 are issued. Concessionaire has proposed for revision in design of flyover Ch. 237+035 with open foundation and revising the span arrangement of already reviewed drawings. Subsequently, the revised design/ drawing submission and review is in final stage.
Quality and Material StatusAs 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 3 Nos 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) GSB Mix Design carried out from the source Perambra Quarry km.291+000 (RHS)had been approved by IE.
vi) WMM Mix Design carried out from the source Perambra Quarry km.291+000 (RHS)had been approved by IE.
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vii) SAIL, RINL Vizag, TISCO have been approved as source for sourcing steel reinforcement for Project Highway.
viii) Source approval for NP4 class RCC Hume Pipe also given for sourcing the pipe for pipe culvert work.
ix) 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.
x) Subsoil investigation at 27 Nos. of box culvert locations has been Completed and SBC reports have not yet submitted by the concessionaire.
xi) 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 and riding quality is very poor.
Even though Concessionaire has taken up embankment construction at several stretches, no work zone safety measures has been provided till date which is posing threat to the road users and the same was brought out in the Audit Report of NHAI’s Road Safety Consultant
Concessionaire has taken up the WMM work between km. 263+200 and 263+400(RHS) without using the ‘Sensor Paver’ and hence the same was brought out under NCR. Therefore Concessionaire shall require to mobilize ‘Sensor Paver’ for WMM works which is “Mandatory” requirements as per IRC SP 57 as envisaged under Quality Assurance section of schedule D of concession Agreement.
This is with a view to maintain the surface regularity in order to avoid under/over thickness of bituminous course to be over laid.
As per the final reviewed drawings of culverts, the SBC at the founding level shall be confirmed prior to execution. Concessionaire has proceeded with the works of culverts even where strata at founding level is clayey, without confirming SBC and complying with the NCR raised by IE.
Concessionaire is continuing with the casting of pile cap and raising the super structure at mannuthy flyover Km 262+707 without conducting routine pile load test on working pile to confirm the safe load carrying capacity of piles. This is not acceptable to IE as this does not conform to Good Industry practices. Even without completing the Initial pile load tests at the balance 1 no. of Test pile and without submitting the report where test done to confirm the design capacity of pile, Concessionaire has executed all working piles in arbitrary manner.
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1.2 Critical Issues & Action Log
1.2.1 Pending Issues & Action Log
SNoIssue
Description Type
Ongoing/ New
Issue/ Resolved
Concerned Authority
Chainage(s) affected due to the issue
Length affected
(km)Action(s) taken till now Action(s) suggested by the IE
Expected date/ Actual Date for resolving issue
NIL
7
1.2.2 Obligations as per Contract
8
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 and recommended 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
1.3 Project Overview
1.3.1 Salient Features of Project
Project Name Design, Construction, Development, Finance, Operation and Maintenance of 6 lane of Vadakkancherry – Thrissur section of NH-47 (Km.240.000 - Km.270.000) in the state of Kerala on Design, Build, Finance, Operation and Transfer (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
9
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
10
1.3.2 Project Milestones
Sl. No. State of Milestone
Time/Date of Rescheduled Milestone as per EOT approval Target %
Progress of total 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
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1.3.3 Location Map
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1.3.4 Key Plan
12
1.4 Physical Progress
Component % WeightagePhysical Progress
(During Current Month)
Physical Progress
(Cumulative, Upto Current Month)
Road Works 38% 0.46% 13.2%Major Bridge works and ROB / RUB 22% 0.7% 7.8%Structures 19% 2.1% 8.1%Other Works 21% 4.13% 5.74%
Physical Progress 7.39% 34.84%
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1.4.1 Detailed Scope of Work & Physical Progress by Component
Sl. No Description Unit BOQ QTY Proposed
weightage
% Calculation : (BOQ /Total
BOQ)% of weightage
Executed QTY
weightage %
Total Executed
weightage %
Remark
I EARTH WORK 1 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% 197686 1.42% 4 Excavation in Structure Cum 48076 0.35% 24000 0.17% 5 Embankment Cum 1306814 9.41% 656049 4.72% 6 Sub grade and Shoulder Cum 502821 3.62% 212230 1.53% 7 Median filling Cum 72809 0.52% 3402 0.02% 8 RE wall Filling Cum 429754 3.09% 0 0.00% 3055417 22% 10.25% 10.25% II GRANULAR COURSE 1 GSB Cum 176165 3.79% 57024 1.23% 2 WMM Cum 195291 4.21% 55060 1.19% 371456 8% 2.41% 2.41%
III BITUMINOUS COURSE
1 Profile Corrective Course with BM Cum 2306
0.13% 134 0.01% 2 Dense Bituminous Macadam Cum 96333 5.45% 14050 0.79% 3 Bituminous Concrete Cum 42765 2.42% 141404 8% 0.80%
IV CROSS DRAINAGE (CULVERTS) 1 Box culvert 58 No's No's 58 6.19% 24.50 2.61% Refer Annexure I2 Pipe culvert 29 No's No's 29 1.81% 14.93 0.93% Refer Annexure II 87 8% 39.43 3.55% 3.55% v UNDERPASSES As per CA LHS No's 7 2.00% 3.06 0.61%
Refer Annexure III As per CA RHS No's 7 2.00% 0.87 0.00% 14 4% 0.61% 0.61%
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VI BRIDGES Scope as per CA LHS No's 1 3.60% 0.00057 1.59%
Refer Annexure IV Scope as per CA RHS No's 1 3.60% 0.00051 1.41% Minor Bridge LHS 1 0.27% 0.00000 0.00% Minor Bridge RHS 1 0.53% 0.000004 0.08% 1 8% 3.08% 3.08%
VII FLYOVER Scope as per CA LHS No's 2 5.00% 0.94 2.35% Scope as per CA RHS No's 2 5.00% 0.67 1.67% 4 10% 4.02% 4.02%
VIII RE WALL Sqm 52202 5.00% 6656 0.64% 0.64% 52202 5%
IX DRAIN Construction of RCC Drain LM 30419 6% 6.00% 15000 2.96% 2.96% Refer Annexure V X Miscellaneous & Road Safety 1 Traffic Diversion LM 3000 0.96% 900 0.29% 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% 0.38% 0.38%
XI Tunnel with Approach Approach LM 860 2.70% 2.70% 270.00 0.85% 0.85% Refer Annexure VI Tunnel LM 900 12.30% 12.30% 150 2.05% 2.05% 100% 30.80%
15
1.5 Strip Plan
1.5.1 Strip Plan (Details)
16
17
18
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 and Clearances
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
19
Length (km)
Total Pending Length
Total Length 56.71 51
Total Workfront Unavailable
0 0
Pending Acq.
Land0 0
Pending Clearances
0 0
Encumbrances 0 0
Length (km)% Total Length
Total Length 51.35 100%Total Length Completed (Till DBM)
611.6%
BC 0 0%
DBM 6 11.6%
WMM 12.2 23.75%%GSB 13.21 25.72%%Sub-Grade 17.23 33.55%%C&G 48 93.4%%
Length (km)
% Total Length
Total Length 32 100%Total Length Completed (Till DBM)
10 31.25%
BC 0 0%
DBM 10 31.25%
WMM 11.5 35.93%GSB 14 43.75%Sub-Grade 18.25 57.03%C&G 31 96.87%
1.6.2 LA Detail by CALA
CALA
Total Land left to
be Acqui
red (Ha)
3HPend ing (ha)
3HDone (ha)
3GPend ing (ha)
3GDone (ha)
3DPending
(ha)
3DDone (ha)
3APending
(Ha)
3ADone (ha)
Amount Awarded (Crore
Rs.)
Amount Deposited
(Crore Rs.)
Amount Disbursed by CALA
Pending Amount
(Crore Rs.)
(Crore Rs.)
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
Impacted Current Stage Issues/ Comments
Approval of construction in coastal zone Nil Nil Nil Nil
Forest Land
Proposal Description Status Length Impacted
Current Stage Issues/ Comments
Diversion of 6.345 Ha forest land (247.900 to 249.150)
obtained 1.25 Km. Tunnel work is in progress
Final approval received from MoEF on 14.05.2013
Wildlife
Proposal Description StatusLength
Impacted Current Stage Issues/ Comments
Diversion of 7.605 Ha. of forest land Obtained 1.50 Km.Tunnel work is in progress
Final approval obtained from MoEF on 14.05.2013
Tree Cutting
Proposal Description Status Length Impacted
Current Stage Issues/ Comments
Work completed
Railways (ROBs/ RUBs)
GAD Number Status Location/ Chainage Current Stage Issues/ Comments
Nil Nil Nil Nil Nil
1.6.4 Status of utilities shifting
Utility Category
Name StatusLength affected
DepartmentDate 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 Completion
Estimate
Amount (Rs in lakhs)
Issue/ Comment
s
Water- Estimate
Approved-
KWA 25.11.2009 01.03.2010 14.05.2010 02.06.2010 In progress- 182.44
NHAI HQ has granted EOT up to March 2017. Accordingly utility revised estimate have been received from KSEB & KWA which has been sent to RO for approval on 17.09.16 & 21.09.16
Water- Estimate
Approved-
Local Self Govt. 25.11.2009 28.01.2010 14.05.2010 NA In progress - 48.51
Electricity- Estimate
Approved- KSEB
08.10.2009/ 24.06.2010
18.02.2010/ 21.07.2010 27.09.2010 29.10.2010
80% completed
-121.23
Electricity - Estimate Approved
- 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
1.7 Change of Scope
S No. Proposal DetailsDate of first
submission to IECurrent Status
COSAmount
Expected/ Actual Date of Approval
1 Construction of VUP at Km. 254.355
- Approved in principle by Authority on 31.10.2009. Detailed quantities in proper order yet to be submitted
- -
1.8 Mobilization of Resources
Sl. No.
Plant/ Equipment/ Machinery Deployed Available Under
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 1 mobilized but not yet erected
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
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
(Cr)
Inflow to Escrow during the month
(Cr)
Outflow from Escrow during
the month
(Cr)
910.28 514.62 498.22 54.67 38.28
Are the Escrow withdrawals in accordance with the order of withdrawal as specified in the Concession Agreement?Tick as applicable
25
Yes
No
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) (Cr)
910.28 511.69 303.65 161.17 79.28 300.12 161.17 50.40
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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. Concessionaire shall also ensure for smooth natural drainage of surface and subsurface water during the monsoon at those stretches where widening work taken up. Concessionaire shall require to immediately repair the potholes and patches those have been developed at several stretches in the project highway for traffic worthiness to avoid accident and inconvenience to the road users apart from inviting criticism from the representatives of public 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 in the Project Highway which need to be prevented.
There are frequent instructions from District Administration/Commissioner of Police to enhance the safety measures at Kuthiran hill by widening the road at paved shoulder area along with provision of adequate sign boards in view of occurrence of accidents very often. Concessionaire shall require to resume safety measures on priority basis to avoid further accidents.
Issues of serious concern:-
The Project activities are quite affected for want of resources and deployment of staff under Highway, Bridge and Material section from Concessionaire as well as EPC side. Virtually, adequate numbers of staff at High, middle level management and supervisory level are not available at Project site from Concessionaire and EPC side to initiate, plan and co-ordinate the Project activities on day-to-day basis for implementation of the Project.
Physical progress of 30.30%only achieved as of September 2016 and thus it is unlikely that Concessionaire could achieve SPCD by March 2017 unless Concessionaire initiate an action plan on war footing basis with mobilization of all resources for parallel activities in all fronts. As per revised work program of the Concessionaire, the financial progress of `517.38 crores should have been achieved as against the EPC cost ` 753.80 crores whereas, it was only `228.40 crores has been achieved.
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 has become very bad due to development of big potholes.
Temporary Handrail provided in the Irumbubalam Bridge is found unsafe which needs to be rectified on 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.
26
Concessionaire has still to comply the outstanding 69 No’s of NCR. Still balance one number initial pile load test on test pile at Mannuthy flyover at Ch. 262+707 is due
for testing since last 4½ years for which Concessionaire needs to expedite the arrangement for testing, which is a matter of concern.
Concessionaire had started raising the sub structure at Mannuthy flyover Km. 262+707 without conducting the routine pile load test for confirming the safe axial load carrying capacity of pile, which is a matter of serious concern.
Concessionaire shall require to conduct subsoil investigation at all RE Wall approach locations and High embankment forming approach to bridge followed by performing stability analysis and submitting 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 positive change of scope for obtaining approval of competent authority.
Concessionaire shall require to take up immediately the cleaning of all Existing Row chocked drain to prevent entry of rain water over carriageway in the prevailing monsoon.
As directed by NHAI, Concessionaire shall require to shift the tunnel exit approach in order to avoid acquiring the private land to the extent of 0.20 ha.
Concessionaire shall require to pay the royalty charges against the extraction of rock boulders from Tunnel and ROW as per applicable laws and as per the demand note of mining department.
1.10.2 Maintenance Status during Operations & Maintenance Phase : NIL
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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 Concession Agreement
Additional Remedial Measures
(if any)
Financial implications of additional Remedial Measures for Authority
(Cr.)
NIL NIL NIL NIL
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1.12 Annex 1: Detailed List of Physical Components as per Schedule G
Component Physical Item
Road works including culverts,
minor bridges, underpasses, overpasses,
approaches to ROB/RUB/ Major
Bridges/ Structures (but
excluding service 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 PavementConcrete work
(6) Widening and repair of culverts(7) Widening and repair of minor bridgesB- 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 PavementConcrete work
C- New culverts, minor bridges, underpasses, overpasses on existing road, realignments, bypasses:
(1) Culverts
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Component Physical Item
(2) Minor bridges(a) Foundation(b) Sub-structure
(c) Super-structure (including crash barriers etc. (3) Cattle/Pedestrian underpasses
(a) Foundation(b) Sub-structure
(c) Super-structure (including crash barriers etc. (4) Pedestrian overpasses
(a) Foundation(b) Sub-structure
(c) Super-structure (including crash barriers etc. (5) Grade separated structures
(a) Underpasses(i) Foundation(ii) Sub-structure(iii) Super-structure (including crash
barriers (b) Overpass
(i) Foundation(ii) Sub-structure(iii) Super-structure (including crash
barriers (c) Flyover
(i) Foundation(ii) Sub-structure(iii) Super-structure (including crash
barriers (d) Foot over Bridge
Major Bridge A- Widening and repairs of Major Bridges
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Component Physical Item
works and ROB/RUB (1) Foundation
(a) Open Foundation(b) Pile Foundation/Well Foundation
(2) Sub-structure(3) Super-structure (including crash barriers etc. B- Widening and repair of
(a) ROB(1) Foundation(2) Sub-structure(3) Super-structure (including crash barriers etc.
(b) RUB(1) Foundation(2) Sub-structure(3) Super-structure (including crash barriers etc. C- New Major Bridges
(1) Foundation(a) Open Foundation(b) Pile Foundation/Well Foundation
(2) Sub-structure(3) Super-structure (including crash barriers etc. D- New rail-road bridges
(a) ROB(1) Foundation(2) Sub-structure(3) Super-structure (including crash barriers etc.
(b) RUB(1) Foundation(2) Sub-structure(3) Super-structure (including crash barriers etc.
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Component Physical Item
Structures (elevated sections, reinforced earth)
(1) Foundation(2) Sub-structure(3) Super-structure (including crash barriers etc. (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 in Road 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
(c) On complete completion of tunnel(x) Miscellaneous
* The above list is illustrative and may require modification as per the actual scope of the work
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Recommended