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) 98.3 23.095 23.49% 75.205 2 Within 90 days from Appointed Date 122.88 30.012 24.42% 92.868 3 As On September 30, 2016 98.18 79.90% 24.70
Project overview 1.3.1 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) 2 Scheme/ Phase PPP 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 (inKm) 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 518.834) 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) 05, 2013 Appointed Date 01, 2014 Concession Period 20 (from Appointed Date) Construction Period(in Days) 910 days O&M Period(in Days) 20 (from Appointed Date) Scheduled Date of Completion September 26, 2016 Independent Engineer SA Infrastructure Consultants Pvt. Ltd in association with Sugam Technocrats Pvt. Ltd. IE Agreement Date January 19, 2014 IE Mobilization Date February 19, 2014
Project Milestone Description (Days from Appointed Date) Planned Actual Delay (No. of months) Current Status Financial Progress(%) Scheduled Date Financial Progress(%) Scheduled 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 - Achieved 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 - Achieved 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. 75.00 31/03/2016 58.97 (As on Sep’2016) 30-06-2017 15.00 Extended
1.4 Physical Progress Component %Weightage Physical Progress (During Current Month) Physical Progress (Cumulative, Upto Current Month) Road 56.78% 0.36% 33.23% Major Bridgeworksand ROB / RUB 3.25% 0.10% 2.40% Structures 29.57% 0.22% 17.32% Other Works 10.40% 0.27% 3.35% Physical Progress 100.00% 0.95% 56.30%
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 - 201.290 Public Land To be Transferred Grand Total 731.56 528.655 201.290 1.6.2 LA Detail by CALA CALA Total Land left to be Acquired (Ha) 3H Pend ing (ha) 3H Done (ha) 3G Pend ing (ha) 3G Done (ha) 3D Pending (ha) 3D Done (ha) 3A Pending (Ha) 3A Done (ha) Amount Awarded (Crore Rs.) Amount (Crore Rs.) Amount Disbursed by CALA Pending Amount (Crore Rs.) (Crore Rs.) DLAO & Authority, Dhanbad 78.53 46 32.53 17.46 61.07 11.8 66.73 11.8 66.73 172.54 172.54 40 133.54 ADM (LA) and Authority, Burdwan 122.76 18.19 104.57 8.71 114.05 0 122.76 0 122.76 622.59 622.59 312.19 310.4 Grand Total 201.29 64.19 137.1 26.17 175.12 11.8 189.49 11.8 189.49 795.13 795.13 352.19 443.94 Note : Paper possession of 32.53 Ha of land in Jharkhand received with full of encumbrances. The physical possession yet to be received.
1.6.4 Status of utilities shifting Utility Category 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 Completion Issue/ Comments Electricity JSEBD Estimate Approved 43.33 Jharkhand Electricity Board Distribution 24-01-2013 In -Progress TBD 35.24 DPSCL Estimate Approved 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) Estimate Approved 51.23 WB State Electricity Distribution Company LTD. 13-03-2014 In -Progress 38.92 DPL Estimate Approved 2 Durgapur Projects LTD. 29-11-2013 Completed 1.5 DVC Estimate Approved 4.77 Damoder Valley Corporation 17-07-2015 In -Progress 4.32 DSP Estimate Approved 0.16 Durgapur plant 27-08-2015 Completed 1.18 Estimate Approved 29.895 Jharkhand DW&SD – Smaller 08-04-2015 In -Progress 14.99 DMC Estimate Approved 9 Durgapur Municipal Corporation 20-12-2013 In -Progress 2.54
1.7 Change of Scope S No. COS Proposal Details Date of to IE Current Status COS Amount (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 pipe line - Detailed Cost 27-11-2015 Approval awaited 31.82 NHAI, HQ COS-2 Protection culvert over IOCL pipeline at Dhadka-Melakula&Rajbandh - Tentative Cost 10-10-2014 In principal approved 4.89 18-07-2016 COS-3 Additional PUP in Kanska(Panagarh Bypass) - Tentative Cost 27-02-2015 In principal approved 10.12 18-07-2016 Cos-4 Increase in size of PUP(10.0*3.5m vs 7.00*3.0m) - Tentative Cost 25-02-2015 In principal approved 1.63 18-07-2016 COS-5 Additional structure in Panagarh Bypass - Tentative Cost Estimate 24-09-2015 In principal approved 6.5 11-03-2016 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 COS-7 Additional underpass at Km 497+480 08-10-2015 In principal approval awaited 22.20 NAHI, HQ COS-8 Re-alignment due to oil pipe line of HPCL/IOCL 12-11-2015 In principal approval awaited 20.331 NHAI, HQ COS-9 Foot Over Bridge Banskopa (At Km 506+780) 28-06-2016 In principal approval awaited 3.000 NHAI Road Boundary Stone 19-07-2016 In principal approval awaited 0.615 IE under review
No. Equipment Name Make Model Age of Equipment Planned/ Required Quantity Actual Quantity Deployed During the Reason(s) for 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 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 Mobilization NA 8 Motor Grader (135-195 HP) 25 25 25 Adequate Mobilization NA 9 Soil Compactor (8-10 MT) 30 30 30 Adequate Mobilization NA 10 Tendam Roller 13 13 13 Adequate Mobilization NA 11 Pneumatic Tyred Roller 6 6 6 Adequate Mobilization NA 12 Front Wheel Loader (3.0 cum bucket) 16 16 16 Adequate Mobilization NA 13 Tipper (10 T/25 T) 169 169 169 Adequate Mobilization NA 14 Tanker (10 KL) 30 30 30 Adequate Mobilization NA 15 Back Hoe Loader (JCB) 13 13 13 Adequate Mobilization NA 16 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 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 11 11 11 Adequate Mobilization NA 28 Concrete Pump 5 5 5 Adequate Mobilization NA 29 Kerb 6 6 6 Adequate Mobilization NA 30 Bitumen Browser 7 7 7 Adequate Mobilization NA 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 out flow from Escrow till previous month (Cr) Inflow to Escrow during the month (Cr) Outflow from Escrow during the month (Cr) 2,434.86 774 774 - - 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) (Cr) 2,434.86 769 1440 996.65 - 774 0
NCR DETAILS Sr. Date Issued by Issuing Reference Locations Descriptions Closing Ref. Remark 1 RE Culvert Ch.452+352.5 (LHS) Ch.450+500 (LHS) & Ch.446+019 (LHS) Safety measures to be immediately by the protection of culvert location by providing advance information sign board, hard barricading as per site conditions. BAEL/PRJ/ dated 13.05.2015 CLOSED 2 RE 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. BAEL/PRJ/ dated 13.05.2015 CLOSED 3 RE 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 BAEL/PRJ/ dated 19.05.2015 CLOSED 4 TL 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. BAEL/PRJ/ dated 13.05.2015 CLOSED 5 RE Vide letter no. dated 13.01.2015 2. 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. BAEL/PRJ/ dated 14.05.2015 CLOSED
12 TL Vide letter no. 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 BAEL/PRJ/ dated 21.01.2016 CLOSED 13 TL Vide letter no. 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 BAEL/PRJ/ dated 14.10.2015 CLOSED 14 TL Vide letter no. 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/ 1083 dated 22.09.2015 (Dismantled) Re-laid on dated 24.09.2015 CLOSED 15 TL Vide letter no. 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. BAEL/PRJ/ 05.03.2016 CLOSED 16 TL Vide letter no. Ch. 515+300 to 515+650 (RHS)-MCW Poor quality and improper thickness of Bituminous Concrete BAEL/PRJ/ 05.03.2016 CLOSED 17 TL Vide letter no. Ch. 465+200 to 465+320 (LHS) widening portion WMM mixed with unapproved material slag (crushed slag) BAEL/PRJ/ dated 21.01.2016 CLOSED 18 TL Vide letter Ch. 472+900 to 473+700 (RHS) [VUP at Km. 473+340 and its approach on both side] Inadequate safety measures can threat to traffic movement at the road inner edge which may lead to major accident BAEL/PRJ/ dated 22.01.2016 CLOSED
19 TL Vide letter no. Ch. 499+013 (LHS & RHS) Safety issue of Diversion - 20 TL Vide letter no. Ch. 465+060 end Construction of culvert dt. 18.04.2016 CLOSED 21 TL Vide letter no. 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 BAEL/PRJ/ dated 07.01.2016 CLOSED 22 TL Vide letter no. Ch. 471+150 to 472+000 (LHS) (MCW) Non-conform gradation of Bituminous concrete – II) BAEL/PRJ/ 21.01.2016 CLOSED 23 TL Vide letter no. 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 TL Vide letter no. Ch. 516 + 230 to Ch. 516+480 Left hand side (main carriageway) Non-conform Gradation of Bituminous Concrete (Grade – I) - -
25 TL Vide letter no. Km. 475+615 (RHS) Box culvert A2 return wall 2nd lift Invalid concrete cube test - - 26 TL Vide letter no. Km. 450+143 Cracked found in Girder of Minor Bridge - - 27 TL Vide letter no. 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 TL Vide letter no. Ch. 453+500 to 453+800 (RHS) Mix Material as per IRC:111, Table- 9 - - 29 TL Vide letter no. Ch. 425+840 to Ch. 426+040 (RHS) Sub standard DBM Works ::- 1. Longitudinal and transverse crack observed. 2. Many location geo glass grid exposed 3. Many location DBM thickness vary from 15mm to 25mm approx - - 30 TL 30/2016 Vide letter no. Ch. 501+582 to Km. 501+962 (Left Service Road Separator) Left Service Road Separator portion has inappropriate width. - - 31 TL Vide Letter no. Km. 461+355, Girder no. 01 cube test not as per specification - -
32 TL Vide letter no. 515+190 to Km. 515+240(MCW_LHS). longitudinal crack and settlement has been observed - - 33 TL Vide letter no. ch. 486+350 to ch. 486+412 (RHS). Construction of cum footpath (cover slab) which is not as per drawing and specifications - - 34 TL Vide letter no. Km. 450+916 & Km. 452+100 (RHS). Required concrete compressive strength not acceptable - - 35 TL Vide letter no. Km. 467+880 to Km. 467+960(RHS). Defect in execution of drain work - - 36 TL Vide letter no. Box Culvert location at Km. 519+100 (RSR). Service Road Settlement and Longitudinal - -