BALESHWAR KHARAGPUR EXPRESSWAY LIMITED (BKEL)

Transcription

1 BALESHWAR KHARAGPUR EXPRESSWAY LIMITED (BKEL) MONTHLY PROGRESS REPORT MAY, 2015 INDEX 1.0 Project Brief Project Details Scope of Work.5 Development of the Project Highway includes Construction of New Bridges, Repair/Rehabilitation of Existing as described in schedule B: Executive Summary Status of Project Physical Progress of Work Progress at Structure works S-Curve Mobilization Status of Concessionaire Mobilization Status of EPC Contractor Status of Manpower of EPC Contractor Status of Machinery Deployed at Site Status of Drawings Safety and Traffic Management Summary of Accident Report Accident Details, Orissa Section Quality Control Report Weather report Section-I & II Status of Project Milestones Toll Collection Report (Rampura) Toll Collection Report (Laxmannath) Project Hindrance/Obstruction Details: Bandh Details Status of Applicable Permits State Support Agreement Pictorial view of progress (RHS) SEC-I Project Progress Photographs Lanning of Baleshwar -Kharagpur Section of NH60 Page 1 From km 0.00 to km in the State of Orissa and WestBengal on DBFOT May 2015

2 May 2015 Page 2

3 1.0 Project Brief The National Highway Authority of India proposed to develop existing National Highway No.60 commencing from Baleshwar at km and extending up to Kharagpur at Km , and includes Construction of New Bridges/Structures, Repair of existing Four Lane Highway a fully modern system for safe and efficient movement of traffic. The project road mainly passed through Jaleshwar, Lakshmannath, Dantan and Belda towns. The project Highway falls in the State of Orissa and West Bengal. As per the CA, Concessionaire (BKEL) has to Construct New Bridges/Structure and Repair of existing four lane Highway of Section of NH 60 from Km to Km Project entrusted to Concessionaire on BOT (Toll) model for 24 years Concession Period, including construction period of 2.5 years. A Concession Agreement (CA) was signed between National Highway Authority of India (N.H.A.I.) and Concessionaire (BKEL), for implementation of the Baleshwar- Kharagpur Expressway Project on April 24, In further Concessionaire for ease of construction the entire stretch divided into two parts and allotted for EPC contractors M/s NAPC Ltd and M/s DRA Infracon Ltd respectively. May 2015 Page 3

4 2.0 Project Details Project Owner Concessionaire Independent Engineer Consultants Design Consultant :Construction of New Bridges/Structures, Repair of existing Four Lane Highway from Kharagpur to Baleshwar section of NH-60 from Km to Km in the State of Orissa and West Bengal and its Operation and Maintenance under NHDP Phase I to be executed as BOT (Toll) on DBFOT Pattern. : National Highway Authority of India : M/s Baleshwar - Kharagpur Expressway Limited. : M/s Aarvee Associates Architects Engineers & Pvt. Ltd. : ITNL Design & Drawing Unit Construction Contractor : Section I (Km to Km ) M/s NAPC Ltd. Section - II (Km to ) M/s DRA Infracon Limited. Signing of Concession Agreement : 24 th April 2012 Construction Period Concession Period : 2.5 Years : 24 years (Including 2.5 Yrs Construction Period) Financial Close date : Appointed Date/COD : 01 st January 2013 Schedule Project Completion Date (SPCD) : 29 th June 2015 Premium Amount : Rs. 35 Crs. per Annum (5% increasing subsequently per year) May 2015 Page 4

5 2.02 Index Map of Baleshwar - Kharagpur Expressway is as given below; BAY OF BENGAL May 2015 Page 5

6 2.03 Scope of Work Development of the Project Highway includes Construction of New Bridges, Repair/Rehabilitation of Existing as described in schedule B:- Total Project Length Kms (Km to Km ) Project length in Orissa Kms (Km to Km ) Project length in West Bengal Kms (Km to Km ) New Construction Slip Road (LHS+RHS) Kms Longitudinal drain (Cement Concrete) Kms Reconstruction of Existing 4 Lane (LHS+RHS) Kms Length of RE Wall Kms Major Bridges - 04 Nos Minor Bridges - 48 Nos. Vehicular Underpass - 01 Nos. Culverts Nos Repair and Rehabilitation Major Bridges - 2 Nos Minor Bridges - 21 Nos Railway Over Bridges (ROB) - 04 Nos Pedestrian Underpass - 41 Nos VUP/Grade Separator - 03 Nos Culverts Pipe/Box/Slab(Reconstruction & Widening) - 28 Nos Toll Plaza - 02 Nos. At Laxmannath Km (Existing toll plaza shall be remodeled to accommodate 2x5 lanes) at Rampura Km (Existing toll plaza and number of lanes is retained) May 2015 Page 6

7 3.0 Executive Summary NHAI has handed over stretch from Km to Km to Concessionaire and appointed dated has date i.e. 01 st January 2013 has been fixed by RO-Kolkata, NHAI vide letter no.11081/nhai/piu/ (KGP)/ /7736 dated According to Concession agreement Clause , Collection of Toll has commence from appointed date, but the peoples earlier engaged by NHAI for collection of toll, gathered at the toll plaza location and created obstruction at toll plaza as well as threatened Concessionaire. The aforesaid facts were brought to the notice of NHAI & District Administration, expressing our inability to commence toll collection at Rampura Toll Plaza (Km ). With the help of NHAI, Local administration and our continuous efforts, we able to commence toll collection from 8 th February 2013 at Rampura. At Location Laxmannath Toll Plaza (Km ) Toll collection has been commenced without any obstruction from 1 st Jan According to ground conditions, aforesaid facts and upon requisition of Concessionaire once again NHAI has issued appointed date as 01 st January Concessionaire has mobilized the Construction Contractor M/s NAPC and M/s DRA Infracon and is fully geared up for execution of construction activities at Section-I & Section-II. Out of 8 Major Bridges all are completed upto Deck Slab, Total work completed at 91 locations out of 48X2 nos in Minor Bridges, Total no. completed at 238 locations (including 2 nos. reconstruction) out of total 120X2 nos., and work on VUP structures has been completed on LHS & RHS. Finalization and approval of design & detailed drawing has been completed. We have achieved monthly physical progress of 3.17% against 0.87% planned and cumulative Physical progress of 97.23% against 99.54% planned. May 2015 Page 7

8 4.0 Status of Project 4.01 Physical Progress of Work The Physical progress of the works up to May 2015 Sl. No. Item of works Unit Total Scope of Work Target for the month Achieved in the month Target up to April 30, 2015 Total Completed % of Completed 1 Earthwork in Excavation/ Embankment Cum % 2 Subgrade Cum % 3 GSB Cum % 4 WMM Cum % 5 DBM Cum % 6 SDBC Cum % 7 DLC Cum % 8 PQC Cum % 9 Concrete Work involved in Structures Cum % 10 Steel MT % May 2015 Page 8

9 4.02 Progress at Structure works Structure Progress S.No Item Total Scope (Nos) Under progress (Nos) Completed (Nos) Hindrance (Nos) 1 Major Bridge 4X Minor Bridge 48X2-91 2X2+1=5 3 VUP 1X Culvert 120X X2=2 May 2015 Page 9

10 4.03 S-Curve Note:- Financial Progress:- As on 23 th April'2015 is 91.14% Physical Progress: % not include work in progress and material stock at site. 4Lanning of Baleshwar -Kharagpur Section of NH60 Page 10 From km 0.00 to km in the State of Orissa and WestBengal on DBFOT May 2015

11 4.04 Project Strip Plan May 2015 Page 11

12 5.0 Mobilization Status of Concessionaire The Concessionaire has mobilized project team and operating from project Office at Kharagpur. Organization details are follows Sl. No. Designation Name Date of Joining 1 Project Director B K Jha 24 th April Bridge Engineer Yogendra Kumar Srivastava 18 th February Engineer Prashant Kumar 20 th May Material Engineer Gautam Das 21 st October Planning Engineer Jay Prakash Singh 15 th March Toll In charge Prakash Kumar Lal Das 25 th February Highway Engineer Sudhir Sahu 16 th August Bridge Engineer Mithilesh Kumar 17 th August Quantity Surveyor Sanjay Sharma 10 th March Admin. In charge Narayan Nayak 15 th September Assistant Admin. Souvik Bhowmick 04 th February Material Engineer Brijesh Kumar 26 th December Highway Engineer Kripal 9 th May Safety Engineer Sudip Dey Sarkar 2 nd February O&M Incharge Shaik Masthan 01 st January Kumar Pallaw Highway Engineer 05 th February Lanning of Baleshwar -Kharagpur Section of NH60 Page 12 From km 0.00 to km in the State of Orissa and WestBengal on DBFOT May 2015

13 6.0 Mobilization Status of EPC Contractor The Construction contractor has mobilized staff, Plants, machinery and equipments. Organization details are shown in. Section-I : EPC Contractor M/s NAPC Ltd has established camp at near Km (RHS) and Km: (LHS), the camp site is consisting of well-equipped laboratory with Modern testing equipments, one Concrete Batching plant of 60 CPH capacity and one Crusher having capacity 200TPH with Site office and staff quarters. Section-II: EPC Contractor M/s DRA Infracon has established camp at Km (LHS), THE camp site consisting of at well-equipped laboratory with Modern testing batching plant of 30 CPH capacities and with Site office and staff quarters. One Crusher is established at Sildha village (Sildh Quarry), which is 65Km way from project road from Ch: Status of Manpower of EPC Contractor SECTION I (Key Personnel) Sno Name Designation DOJ 1 Mr. A.K. Das Chief Project Manager 16th Sep Mr. Jaye Shanker Project Manager 7 th June Mr.Venkatesan Manager co-ordination 1 st Sep Mr.Gnanasekar DPM 15 th Jan Mr. Ramesh Babu QS & Planning 27 th Aug Mr. Hyata Bhasa QS & Planning 2 nd Dec Mr. Baljee QC Engineer 31 st Aug Mr. Vinod Khanna QC Engineer 15 th July 2014 May 2015 Page 13

14 SECTION II (Key Personnel) S. No Name Designation DOJ 1 Mr. R.K. Chaudhary Project Manager 13 th May Mr. Santosh Pandey Highway Engineer 01 st Jan Mr. Jai Shankar Malviya Highway Engineer 14 th May Mr. Nitish Kumar Material Engineer 15 th Dec Mr. Maheshwar Swain Billing Engineer 14 th August Mr. Sanjay Chaudhary Project Site Safety Officer 25 th June Mr. Mukesh Agawal Accounts & Administration 01 st Jan Status of Machinery Deployed at Site Total Required for S.no Name of Equipment/Machinery Capacity/ Model the Project (as per EPC Deployed at Section-I Deployed at Section-II Total contractor) 1. Crusher 250/200 TPH Concrete Batching Plant 70/30 CPH Transit Mixer 7 cum Concrete Pump/ Boom Placer 40 cum/hr Tippers 16 ton Excavator 1.6 cum Rock Breaker 52 cum/hr Roller Loader 1.7 cum Grader Water Tanker 12KL May 2015 Page 14

15 7.0 Status of Drawings M/s ITNL Design Units has appointed by the Concessionaire as Design Engineers for the Engineering Design Consultancy for the project. Design and drawings for the project is under preparation/ finalization by the Engineering Consultants. Review & Approval of Construction Drawings as on 30 th November 2013 S.No. Description Scope Submitted Reviewed Balance Remarks 1 Major Bridges 2 Minor Bridges 3 Vehicular Underpass 4 Culverts a. Box Culvert b. Pipe Culvert 5 a. b. c. Miscellaneous Drawings Crash Barrier, approach Slab & Drainage Spout Strip Seal Expansion Joint Retaining Wall for different height May 2015 Page 15

16 8. Safety and Traffic Management 1. Protective Safety is being assured by fully equipped Safety Team. Skilled Safety Supervisors have been deployed, who are monitoring the project corridor round the clock and carrying out safety measures on the road and work site. 2. Awareness among the workers deployed for work has increased. Almost all the workers are wearing Safety Jackets and Helmets during work. Safety equipments like Safety Shoes, Helmets, Jackets, and Gloves etc. have been provided to the workers. 3. Proper Traffic Management Systems are in place during construction on all the work sites. Reflective Sign Boards, Cautionary Message Boards in advance of Construction Zone have been provided. May 2015 Page 16

17 8.01 Summary of Accident Report Sr.no Month Total no of accidents Road Accidents-No. of Victims Fatal Grievous Minor Non Injured 1 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DEC JAN FEB MAR APRIL MAY May 2015 Page 17

18 8.02 Accident Details, Orissa Section National Highway No.: 60 Sl. No. Date Time of Accident (am/pm) Accident Location National Highways Authority of India Name of PIU's/CMU'S Kharagpur 3) State : Orissa 4) District : Balasore 5) Police Station : Balasore, Rupsa, Basta, Jaleswar Accident Data 'A' 'B' 'C' 'D' 'E' 'F' 'G' 'H' Intersaction Nature of Classification Road Road Causes Type and Accident of Accident Feature Condition Control Weather Condition Fatal Grevious Minor PM RHS 3 2 Stright 1 1 RPV Dead animal (Cat) Burred in ground Injured persons to AM LHS Stright 4 OD 01C RPV, Ambulance admited at Balasore Hospital PM LHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground Injured persons to PM RHS Stright 1 OR 01P RPV, Ambulance admited at Basta Hospital Accident vehicle kept side AM LHS Stright 1 KA 03MP RPV, Crane from main carriage way using with Service towing Crane Injured persons to AM LHS 4 2, Stright 1 OD 01E RPV, Ambulance admited at Basta Hospital AM LHS 8(Break Break down vehicle kept Stright 1 NL 01G 2180 RPV, Crane Down) side from carriage way AM LHS 3 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground PM LHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground AM RHS Stright 1 Injured persons to AP 37W 5598 & KA 1 RPV, Ambulance, Crane admited at Basta 53V 7515 Hospital AM LHS 8(Fell Down) Non Injured Stright 1 OD 01D RPV, Crane AM LHS Stright 1 OR 02BT 2723 & WB 11A RPV, Ambulance, Crane PM RHS 2 1 Stright 1 1 RPV PM LHS Stright 1 OR 05J RPV, Ambulance PM LHS Stright 1 Vehicle Responsible JH 05K 4827 & OD 01G 3821 Month : May-2015 No of affected Person No of Animals Killed if any Help provided by Ambulance / petrol Vehicle 1 RPV, Crane Remarks Fell dow vehicle lifting with Service towing Crane Injured persons to admited at Basta Hospital Dead animal (Dog) Burred in ground Injured persons to admited at Blasore Hospital Injured person admited by108 Ambulance to Hospital & Accident vehicle kept side from carriage way using with service crane May 2015 Page 18

19 PM RHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground AM LHS 3 1 Stright 1 1 RPV Dead animal (Cat) Burred in ground AM RHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground PM LHS Injured persons to 8(Fell Stright 1 New car 1 RPV, Ambulance, Crane admited at Basta Down) Hospital AM RHS 8(Fell Down) Stright 1 OD 01G RPV, Crane PM LHS Stright 1 AP 16TC 5589 & WB 11C RPV, Ambulance, Crane PM LHS 2 1 Stright 1 1 RPV AM RHS Stright 1 OD 01C 6206 Bike 1 RPV, Ambulance AM LHS 8(Fell Down) Stright 1 WB 29A RPV, Crane Fell dow vehicle lifting with Service towing Crane Injured persons to admited at Basta Hospital Dead animal (Dog) Burred in ground Injured persons to admited at Blasore Hospital Fell dow vehicle lifting with Service towing Crane PM (Break OR 01F 3986 (Pick Break down vehicle kept Stright 1 RPV, Crane (Diversion) Down) up) side from carriage way Injured persons to PM LHS Stright 1 OD 01E RPV, Ambulance admited at Basta Hospital AM LHS 3 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground Accident vehicle kept side PM RHS Stright 1 OD 33C RPV, Crane from main carriage way using with Service towing Crane PM LHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground While reach the service PM LHS Stright 1 WB 33B RPV, Ambulance, Crane ambulance, Injured person admited by local vehicle to Hospital PM RHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground A: Urban/ Rural and Details of Surrounding Land use B: C: 1-Overturning, 2-Head on collision, 3-Rear end Collision, 4- Collision Brush / Side Wipe, 5-Right 1-Fatal, 2- Grievious Injury, 3- Minor Injured, 4- Non- Injury D: 1- Durnken, 2- Overpassing, 3-Vehicle ourt of Control, 4, Fault of driver of motor Vehicle / Driver of othre vehicle / Cyclist / Name & Signature of Project Director E: F: G: 1-Single lane, 2-Two lanes, 3-Three lanes or more without central divider (median), 4-four lanes or more with central divider. 1-Straight road, 2-slight Curve, 3-Sharp Curve, 4-Flat Road, 5-Gentle incline, 6-Steep incline, 7 - Hump, 8-Dip. 1-T-junction, 2-Y-junction, 3-gour arm junction, 4 -Staggered junction, 5-junction with more than 4 arms, 6-Round about junction, 7-Manned rail Crossing, 9-Unmanned Rail Crossing. H: 1-Fine, 2-Mist/Fog, 3-Cloudy, 4-light rain, 5-Heavy rain, 6-Hall/Sleet, 7-Snow, 8-Strong Wind, 9-Dust Strom, 10-very Hot, 11-Very cold, 12-Other extraordinary weather condition. May 2015 Page 19

20 West Bengal Section National Highway No.: 60 National Highways Authority of India Name of PIU's/CMU'S Kharagpur 1) Stretch : Laxmannath - Kharagpur (NH-60) 2) Stretch Chainage : km to km ) State : West Bengal 4) District : Paschim Medinipur 5) Police Station : Datan, Keshiwari, Belda, Narayangarh, Kharagpur local Accident Data Month : May-2015 Sl. No. Date Time of Accident (am/pm) 'A' 'B' 'C' 'D' 'E' 'F' 'G' 'H' Intersaction Nature of Classification Road Road Causes Type and Accident of Accident Feature Condition Control Accident Location PM RHS 8(Fell Down) Weather Condition Fatal Grevious Minor Non Injured Stright 4 NL 01G 0117 (Trailor) 1 1 RPV, Ambulance AM LHS 3 1 Stright 1 1 RPV PM RHS 8(Fell Down) PM RHS 2 2, Stright Stright 1 OR 01J 2777 (Truck) 2 1 RPV, Ambulance WB 36A 7535(Truck) & WB 39A 3902 Pickup AM RHS 2 1 Stright 1 1 RPV RPV, Ambulance, Crane PM LHS Stright 1 AP 36G 2954 (Truck) 1 1 RPV,Crane PM RHS 2 2 Stright 1 1 RPV AM RHS 8(Fell Down) Stright 1 New Bike 1 RPV, Ambulance PM RHS 6 2, Stright 1 WB 32E 0786 (Bike) 2 1 RPV, Ambulance PM LHS Stright 1 Un Known 1 RPV, Ambulance PM RHS 2 2 Stright 1 1 RPV AM LHS 8(Fell Down) Stright 1 RJ 32G 8125 (Trailor) 2 RPV, Crane PM LHS 1 2, Stright 1 UP 78CN RPV, Ambulance, Crane PM LHS Stright 1 WB RPV, Ambulance AM RHS Stright 4 WB 33D 8694 (Trck) 1 1 RPV, Crane PM RHS Stright 1 New Bike 1 RPV, Ambulance AM RHS 8(Fell Down) Vehicle Responsible No of affected Person Stright 1 WB 33C 3063 (Truck) 3 RPV, Crane PM RHS Stright 1 WB 33B 8299 (Truck) 1 1 RPV, Crane No of Animals Killed if any Help provided by Ambulance / petrol Vehicle Remarks Injured persons to admited at Belda Hospital Dead animal (Dog) Burred in ground Paramedical given to firstaid tratment to injured person Injured persons to admited at Belda Hospital Dead animal (Dog) Burred in ground Paramedical given to firstaid tratment to injured person Dead animal (Dog) Burred in ground Injured persons to admited at Belda Hospital Injured persons to admited at Belda Hospital Injured persons to admited at Kharagpur Hospital Dead animal (Dog) Burred in ground Fell dow vehicle lifting with Service towing Crane Injured persons to admited at Medinapur Hospital Injured persons to admited at Belda Hospital Paramedical given to firstaid tratment to injured person Injured persons to admited at Belda Hospital Fell dow vehicle lifting with Service towing Crane Paramedical given to firstaid tratment to injured person May 2015 Page 20

21 PM LHS 2 1 Stright 1 1 RPV AM RHS 3 2, Stright 1 NL 10A 9356, WB 33C 1331 & AP 09C RPV, Ambulance, Crane Dead animal (Dog) Burred in ground Injured persons to admited at Medinapur Hospital PM LHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground PM RHS 2 2 Stright 1 1 RPV Dead animal (Dog) Burred in ground AM RHS Fell dow vehicle 8(Fell Stright 1 WB 28A 5295 (Truck) 2 RPV, Crane lifting with Service Down) towing Crane PM RHS Stright 1 WB 36B Injured persons to RPV, Ambulance, admited at Belda Crane Hospital Accident vehicle kept side from main PM LHS Stright 1 WB 33C RPV, Crane carriage way using with Service towing Crane Injured persons to PM LHS Stright 1 Un Known 1 RPV, Ambulance admited at Belda Hospital AM RHS 3 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground AM RHS Stright 1 Injured persons to WB 34A 2821 (Bike) & 2 RPV, Ambulance admited at Belda WB 41B 4548 (Truck) Hospital AM LHS 3 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground AM RHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground AM RHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground PM LHS Stright 1 Injured persons to WB 02W 0390 (Bolero) RPV, Ambulance, 7 admited at Kharagpur & OR 21C 7222 (Car) Crane Hospital Injured persons to AM LHS Stright 1 Un Known 1 RPV, Ambulance admited at Kharagpur Hospital AM LHS Stright 1 New Bike 2 RPV, Ambulance Injured persons to admited at Kharagpur Hospital PM RHS 3 2, Stright 1 UN Known & By Cycle 1 1 RPV, Ambulance Injured persons to admited at Belda Hospital AM RHS 2 1 Stright 1 1 RPV Dead animal (Dog) Burred in ground A: Urban/ Rural and Details of Surrounding Land use B: C: 1-Overturning, 2-Head on collision, 3-Rear end Collision, 4- Collision Brush / Side Wipe, 5-Right Turn Collision, 6-Skidding, 7 -Right Turn Collission, 8 -Others 1-Fatal, 2- Grievious Injury, 3- Minor Injured, 4- Non- Injury D: 1- Durnken, 2- Overpassing, 3-Vehicle ourt of Control, 4, Fault of driver of motor Vehicle / Driver of othre vehicle / Cyclist / pedestrian / passenger, 5-Defect in mechanical Name & Signature of Project Director E: F: G: 1-Single lane, 2-Two lanes, 3-Three lanes or more without central divider (median), 4-four lanes or more with central divider. 1-Straight road, 2-slight Curve, 3-Sharp Curve, 4-Flat Road, 5-Gentle incline, 6-Steep incline, 7 - Hump, 8-Dip. 1-T-junction, 2-Y-junction, 3-gour arm junction, 4 -Staggered junction, 5-junction with more than 4 arms, 6-Round about junction, 7-Manned rail Crossing, 9-Unmanned Rail Crossing. H: 1-Fine, 2-Mist/Fog, 3-Cloudy, 4-light rain, 5-Heavy rain, 6-Hall/Sleet, 7-Snow, 8-Strong Wind, 9-Dust Strom, 10-very Hot, 11-Very cold, 12-Other extraordinary weather condition. May 2015 Page 21

22 9.0 Quality Control Report A full-fledged Highway / Structure material testing lab has been established at Site office. The latest state of art material testing equipment s has been procured and calibrated; tests are being conducted as per specifications. Tests that cannot be done at the laboratory are being done at accredited laboratories. Source for aggregate and sand has been located. Testing has been completed and approval granted for same. Borrow areas for soil has been located. Testing has been completed and approval of same is in progress. An abstract of quality control test report is given in May 2015 Page 22

23 Section-I MONTHLY PROGRESS REPORT OF QUALITY CONTROL For the Month of MAY-15 Quantity of work done Total no. of test ( up to Previous month) Total no. of test (current month) Tcumulative no of Test upto this month Sr. No Description of test Requirement as per MORT&H (QAP) Upto last month During this month Cumulative Total no. of test required Conduct ed Failed Passed Total no. of test required Conduct ed Failed Passed Total no. of test required Conducte d Failed Passed Remarks 1 Original Ground Level Density Test (M.D.D. & O.M.C.) Compaction control test(f.d.d.) 250 m Interval 1 test/1000 sqm Exacaved Soil Grain size analysis Atterberg Limits (L.L. & P.L.) Density test (M.D.D. & O.M.C.) As required USING TO &EMBANKMENT SUBGRADE Free swelling index C.B.R. test Finding out the suitability of soil samples used as Embackment & subgrade material (Min 2samples taken from excavated Quantity) 3 Embankment Grain size analysis 1 test/1500 cum Atterberg Limits (L.L. & P.L.) 1 test/ 1500 cum Density test (M.D.D. & O.M.C.) 1 test/ 1500 cum Free swelling index 1 test/ 1500 cum Natural Moisture content 1 test /250 cum Compaction control test (F.D.D.) Deleterious content 1 test/1000 sqm for Emb As required One test - 6 no of test pits 4 Subgrade/Cut formation Grain size analysis 1 test/1500 cum Atterberg Limits (L.L. & P.L.) 1 test/ 1500 cum Density test (M.D.D. & O.M.C.) 1 test/ 1500 cum Free swelling index 1 test/ 1500 cum Natural Moisture content 1 test /250 cum C.B.R. test 1test/3000 cum Compaction control test (F.D.D.) 1 test 500 sqm for Subgrade and shoulder One measurement - 10 no of Pits Calibration of Sand Pouring Cylinder Calibration of Rapid Moisture Meter Every Month months Deleterious content As required May 2015 Page 23

24 5 Granular Sub Base Gradation 1 test/ 200cum Atterberg limits 1 test/ 200cum Density test (M.D.D. & O.M.C.) 10% fine value(soaked condition) Priliminary for mix design approval* As required C.B.R. As required Deleterious constituents Density of compacted layer(f.d.d.) As required 1 test/ 500 sqm Wet mix Mecadam ( WMM) Gradation 1 test /100Cum Aiv 1 test /200Cum FI&EI 1 test /200Cum Density of compacted layer(f.d.d.) A Filter Media and Back Filling Compaction control test(f.d.d.) Structural Concrete Cement Fineness Consistency Initial & Final setting one test / consignment* (MT) Compressive strength Specific Gravity MTC Avlaible 03 no weeks cement received & MTC received Water Organic In-Organic Sulphates Priliminary 1test for source Test conducted during source approval/subsenquently onley in case Chlorides of doubt approval PH value Phenolphthaline May 2015 Page 24

25 Steel 1 Tensile strength % Proof Stress Elongation Once for every source approval Once for every lot Once Bend test every 3 months in addition to MTC MTC Avlaible 8 Re-Bend test Mass per meter run Admixture 1 test/mtc consignment*(mt) MTC Avlaible Quality of Coarse & Fine aggregate Gradation ( Coarse aggregate) Gradation ( Fine aggregate) 1 test / day test / day Water absorption Priliminary 1set for source approval* A.I.V. Priliminary 1set for source approval* Flakiness Deleterious Materials ( CA ) Deleterious Materials ( FA ) Specific Gravity & Density Soundness Surface Moisture Content Alkali Reactivity Test Slump Test 9 Strength of concrete Once for every source approval, Once in a week. Once for every source approval. At every change of source Once for every source approval. Once in a month. Once for every source approval, Once in a fortnight. Once for every source approval, Once in every 03 months. Once for every source approval & at every change of mix, every time making the concrete. Once for every source approval, Once in every 03 months. One Test per each Transmixer at B.P & at Site M15 PCC M20 RCC M25 RCC 1Set per 1-5Cum 2Sets per 6-15Cum M30 RCC 3Sets per 16-30Cum 4Sets per 31-50Cum Cum and above 4sets plus one set M35 RCC per every 50Cum M35 Pile M40 RCC Dry Lean Concrete DLC Cube Sqm DLC FDD 3 Pit/2000 Sqm May 2015 Page 25

26 10 Paving Quality Concrete Quality of Coarse & Fine aggregate Gradation ( Coarse aggregate) One test foe every day's work of each fraction of coarse aggregate & fine aggregate, initially; may be relaxed later at the discretion of the Engineer Gradation ( Fine aggregate) One test foe every day's work of each fraction of coarse aggregate & fine aggregate, initially; may be relaxed later at the discretion of the Engineer Deleterious constituents Material Finer than 75 micron sieve for fine aggregate One test foe every day's work of each fraction of coarse aggregate & fine aggregate, initially; may be relaxed later at the discretion of the Engineer Moisture Correction / Water absorption Regularly as required subject to a minimum of one test a day for coarse aggregate & two tests a day for fine aggregate. This data shall be used for correcting the water demand of the mix on daily basis Every day Conducted before production of concrete Los Angeles Abrasion Value or Aggregate Impact Test. Once for each source of supply & subsequently on monthly basis. Soundness Before approving the aggregates & every monthly subsequently. Before approving the aggregates & Alkali aggregate reactivity test every monthly subsequently. Workablity of fresh Concrete One test per each dumper load at both Batching plant site and paving site initially when work starts.. Subsenquently sampling may be done form altermate dumper M40 PQC ( Cube) 2 Cube and 2 Beam /150 cum Min cube and 6 Beam / Day M40 PQC ( Beam) (1 set =3 specimen) set for 7 days and 1set for 28 days 11 Hume Pipes Dimensions Tolerance Straightness Permeability 1 Test per lot (As per IS:458 & IS:3597) Three Edge Bearing Hydrostatic May 2015 Page 26

27 Section II MONTHLY PROGRESS REPORT OF QUALITY CONTROL For the Month of May Quantity of work done Total no. of test ( up to Previous month) Total no. of test (current month) Total cumulative no of Test upto this month Sr. No Description of test Requirement as per MORT&H (QAP) Upto last month During this month Cumulative Total no. of test required Conducted Failed Passed Total no. of test required Conducted Failed Passed Total no. of test required Conducted Failed Passed Remarks 1 2 Original Ground Level Density Test (M.D.D. & O.M.C.) Compaction control test(f.d.d.) Exacaved Soil 250 m Interval Mesurment/1000 sqm Grain size analysis Atterberg Limits (L.L. & P.L.) Density test (M.D.D. & O.M.C.) As required Free swelling index Finding out the suitability of soil samples used as Embackment & subgrade material (Min 2samples taken from excavated Quantity) C.B.R. test Embankment Grain size analysis 1 test/1500 cum Atterberg Limits (L.L. & P.L.) 1 test/ 1500 cum Density test (M.D.D. & O.M.C.) 1 test/ 1500 cum Free swelling index 1 test/ 1500 cum Natural Moisture content 1 test /250 cum Compaction control test (F.D.D.) 1 Mesurment/1000 sqm for Emb Deleterious content As required One test - 6 no of test pits Note :- The total test conducted from the excavated soil sample collected during excavation for construction of various structures which had been done on the month of Jan ( Total - 0 nos structures ) only. Soil sample collected based on the depth below subgrade. ( One from Existing Embackment (generally below sand layer) & other from finished ground level ) First FSI conducted & if found >50 % other tests not conducted. min. 02 samples for min 02 nos of Box culvert Rate of Sampling min. 03 samples for min 01 nos of Minor Bridge May 2015 Page 27

28 4 Subgrade Grain size analysis 1 test/1500 cum Atterberg Limits (L.L. & P.L.) 1 test/ 1500 cum Density test (M.D.D. & O.M.C.) 1 test/ 1500 cum Free swelling index 1 test/ 1500 cum Natural Moisture content C.B.R. test 1test/3000 cum Compaction control test (F.D.D.) 1 mesurement 500 sqm for Subgrade and shoulder One measurement - 10 no of Pits Calibration of Sand Pouring Cylinder Calibration of Rapid Moisture Meter 01 months months Deleterious content As required Backfilling Compaction control test (F.D.D.) 1 msurement per Each layer One measurement - 06 no of Pits 6 Filter Media Gradation Granular Sub Base Gradation 1 test/ 200cum Atterberg limits 1 test/ 200cum Density test (M.D.D. & O.M.C.) 10% fine value(soaked condition) Priliminary for mix design approval* As required C.B.R. As required Deleterious constituents As required Density of compacted layer(f.d.d.) 1 Mesurement/ 500 sqm May 2015 Page 28

29 7 Structural Concrete Cement Fineness Consistency MTC Avlaible Initial & Final setting one test / consignment* (MT) Soundness test Compressive strength Specific Gravity Water Organic In-Organic Sulphates Priliminary 1test for source Test conducted during source approval/subsenquently onley in Chlorides case of doubt approval Third party Result Available PH value Phenolphthaline Steel Tensile strength % Proof Stress Once for every source Elongation approval Once for every lot Once every 3 months in Bend test addition to MTC Third party Result Available Re-Bend test Mass per meter run Admixture 1 test/mtc consignment*(mt) Third party Result Available May 2015 Page 29

30 11 Quality of Coarse & Fine aggregate Gradation ( Coarse aggregate) Gradation ( Fine aggregate) Water absorption A.I.V. Flakiness 1 test / day test / day Priliminary 1set for source approval* Priliminary 1set for source approval* Once for every source approval, Once in a week Gradation conducted both for Structural Concrete & PQC FI & AIV Test conducted both for Structural Concrete & PQC Deleterious Materials ( CA ) Deleterious Materials ( FA ) Specific Gravity & Density Once for every source approval. At every change of source Once for every source approval. Once in a month. Once for every source approval, Once in a fortnight Third party Result Available Soundness Surface Moisture Content Alkali Reactivity Test Slump Test Once for every source approval, Once in every 03 months. Once for every source approval & at every change of mix, every time making the concrete. Once for every source approval, Once in every 03 months. One Test per each Transmixer at B.P & at Site Third party Result Available Third party Result Available Strength of concrete M15 PCC M20 PCC M20 KERB 1Set per 1-5Cum M25 RCC 2Sets per 6-15Cum 3Sets per 16-30Cum M30 RCC 4Sets per 31-50Cum 51Cum and above 4sets plus one set per every 50Cum M35 RCC set for 7 days and as per given repuirment 28 days followed M35 Pile M40 RCC Dry Lean Concrete DLC Sqm DLC FDD 3 Pit/2000 Sqm May 2015 Page 30

31 14 Paving Quality Concrete Quality of Coarse & Fine aggregate Gradation ( Coarse aggregate) Gradation ( Fine aggregate) Deleterious constituents Material Finer than 75 micron sieve for fine aggregate One test foe every day's work of each fraction of coarse aggregate & fine aggregate, initially; may be relaxed later at the discretion of the Engineer One test foe every day's work of each fraction of coarse aggregate & fine aggregate, initially; may be relaxed later at the discretion of the Engineer One test foe every day's work of each fraction of coarse aggregate & fine aggregate, initially; may be relaxed later at the discretion of the Engineer PQC started from the month of May Gradation conducted both for Structural Concrete & PQC Conducted at out side laboratory, Result available every day latter weekly Moisture Correction / Water absorption Los Angeles Abrasion Value or Aggregate Impact Test. Regularly as required subject to a minimum of one test a day for coarse aggregate & two tests a day for fine aggregate. This data shall be used for correcting the water demand of the mix on daily basis. Once for each source of supply & subsequently on monthly basis Every day Conducted before production of concrete AIV Test conducted both for Structural Concrete & PQC Soundness Before approving the aggregates & every monthly subsequently Before approving the aggregates Alkali aggregate reactivity test & every monthly subsequently Third party Result Available Water ( Chemical Tests ) Once forapproval of Source of supply, subsequently only in case of doubt Strength of concrete 2 cube and 2 beam per 150 m3 or part thereof ( one for 7day & other for 28 day strenth ) or minimum 6 cubes & 06 beam per day's work whichever is more set for 7 days and 1set for 28 days M40 PQC ( Cube) M40 PQC ( Beam) Workablity of fresh Concrete One test per each dumper load at both Batching plant site and paving site initially when work starts.. Subsenquently sampling may be done form altermate dumper May 2015 Page 31

32 15 Bituminous Concrete Quality of binder 1 test per lot Sqm Sqm Sqm Gradation 1 set/400t mix & min. 2 tests/ day Combined E.I. & F.I. 1 test / 50cum Activity Started from month of December,2013 A.I.V. 1 test / 50cum Polished stone value As required Water Absorption Stripping value Priliminary 1set for source approval* Priliminary 1set for source approval* Sand Equivalent Value As required PI As required Soundness test Priliminary 1set for source approval* Stability of mix water sensitivity of Mix Control of temp. of binder& aggregate in the dryer and mix at the time of laying and Control of binder content and the grading of the mix Rate of spread of mixed material 1 set/400t mix & min. 2 tests/ day Priliminary 1set for source approval* At regular close interval (separate sheet) 1test/ 400 T of mix &min. 2tests/day At regular close interval Density of compacted layer One test per 250 sqm Semi Dence Bituminous Concrete Quality of binder 1 test per lot Cum Cum Cum Gradation 1 set/400t mix & min. 2 tests/ day Combined E.I. & F.I. 1 test / 50cum Activity Started from month of December,2013 A.I.V. 1 test / 50cum PI As required Stability of mix water sensitivity of Mix Control of temp. of binder& aggregate in the dryer and mix at the time of laying and Control of binder content and the grading of the mix Rate of spread of mixed material 1 set/400t mix & min. 2 tests/ day Priliminary 1set for source approval* At regular close interval (separate sheet) 1test/ 400 T of mix &min. 2tests/day At regular close interval Density of compacted layer One test per 250 sqm May 2015 Page 32

33 17 Mastic Asphalt Quality of binder 1 test per lot Sqm Sqm Sqm Grain size analysis 2 tests/ day/plant(from dryer) Combined E.I. & F.I. 1 test / 50cum A.I.V. 1 test / 50cum Activity Started from month of December,2013 Water Absorption Stripping Value Soundness test Priliminary 1set for source approval* Priliminary 1set for source approval* Priliminary 1set for source approval* Quality of Fine Aggregate Grain size Two tests per day per plant P.I. As required Control of temperature of binder, aggregate in the dryer At regular close interval and mix at the time of laying Control of binder content and Periodic &min.2 tests /day / the grading of the mix plant Rate of spread of spreaded mixed material Hardness number At regular close interval (separate sheet) 1 test / 400 T of mix min. 2 tests / day Third Party test results available 18 Hume Pipes Dimensions Tolerance Straightness Permeability 1 Test per lot (As per IS:458 & IS:3597) Three Edge Bearing Hydrostatic May 2015 Page 33

34 10.0 Weather report: Section-I & II Date WEATHER REPORT (May ) Temperature Humidity Rainfall Maximum C Minimum C Maximum Minimum (mm) Atmosphere % 65% 0 Sunny % 67% 0 Sunny % 67% 0 Sunny Sunny Sunny % 59% 0 Sunny % 58% 0 Sunny % 65% 0 Sunny % 64% 0 Sunny % 61% 0 Sunny % 59% 0 Sunny % 65% 0 Sunny % 60% 0 Sunny % 57% 0 Sunny % 58% 0 Sunny % 57% 0 Sunny % 56% 0 Sunny % 64% 0 Sunny % 64% 0 Sunny % 61% 0 Sunny % 62% 0 Sunny % 63% 0 Sunny % 62% 0 Sunny % 62% 0 Sunny % 64% 0 Sunny % 63% 0 Sunny % 62% 0 Sunny % 61% 0 Sunny % 62% 0 Sunny % 62% 0 Sunny May 2015 Page 34

35 11.0 Status of Project Milestones S.N. Project Milestone Scheduled Time Period Current Status 1 Construction of Project Highway shall have commenced. Expended not less than 10% of the total capital cost set forth in Financial Package Shall occur on 180 th day from Appointed date. Achieved 10% financial progress on 31 st Aug 13 2 Construction of all bridges shall have commenced. Expended not less than 35% of the total capital cost set forth in Financial Package Shall occur on 365 th day from Appointed date. Achieved 35% financial on31st Mar 14 3 Construction of all Project Facilities shall have commenced. Expended not less than 70% of the total capital cost set forth in Financial Package Shall occur on 650 th day from Appointed date. Achieved 71.72% financial progress on 14 th Nov Concessionaire shall complete the Project in accordance with the agreement. Expended not less than 100% of the total capital cost set forth in Financial Package Shall occur on 910 th day from Appointed date. May 2015 Page 35

36 12. Toll Collection Report (LAXMANNATH) Date Total Traffic Total Collection 01 May May May May May May May May May May May May May May May May May May May May May May May May May May May May May May May Total ,92,25,770 May 2015 Page 36

37 13. Toll Collection Report (RAMPURA) Date Total Traffic Total Collection 1 May May May May May May May May May May May May May May May May May May May May May May May May May May May May May May May Total ,79,37,485 May 2015 Page 37

38 14.0 Project Hindrance/Obstruction Details: Areas of Concern Description Local Villagers not allowing to construct 3 Minor Bridges & 1 Box Culverts in Odisha are as under:- a) b) c) a) Action Taken Keeping the plight of the villagers anticipation, previous flood condition and availability of existing Bridges/Culverts nearby the proposed one, it was unanimously decided by the Committee along with DM, Balasore, Odisha, that construction of two Minor Bridge at Km (Village: Nichintpur) and at Km (Village: Gudikhal) and one Culvert at Km (Village: Gudikhal) must be deleted. It was also further decided that, the underpass at Km (Vellora Chawk) is to be constructed by NHAI and all the work to and from Vellora Chawk should be started Bandh Details Nil Suspension of Work No suspension is issued till date on the project. May 2015 Page 38

39 15.0 Status of Applicable Permits SN. APPLICABLE PERMIT Expire Date Section-I Section-II A Permission of the State Government for extraction of boulders from quarry B Permission of Village Panchayat and pollution Control Board for installation of crushers Renewal in Process C License for use of explosives D Permission of the State Government for drawing water from river/reservoir Till end of project E F License from inspector of factories or other competent authority for setting up Batching plant Clearance of Pollution Control Board for setting up Batching Plant Renewal in Process Till end of project G Clearance of village Panchayats and pollution Control Board for Asphalt Plant NA NA H Permission of village panchayat and state Government for borrow earth NA NA I Permission of state Government for cutting of trees NA NA J Labour License State Support Agreement The State Support Agreement with the State of Orissa and West Bengal has been signed on (WB) and on (OR). May 2015 Page 39

40 16.0 Pictorial view of progress MJB May 2015 Page 40

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43 Pictorial view of progress MNB May 2015 Page 43

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51 Pictorial view of progress BC May 2015 Page 51

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61 17.0 Project Progress Photographs Work is in progress at Deck Ch Work is in Ch (RHS) May 2015 Page 61

62 Work in Progress at RE Wall May 2015 Page 62