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CDM Smith Inc. In Joint Venture with
CDM Smith India Pvt.Ltd.
National Highways Authority of India (Ministry of Road Transport & Highways)
Monthly Progress Report (MPR) March – 2016
Independent Engineering Services for the work of four Laning of Tirupati-Tiruthani-Chennai Section of NH-205 from km 274.800 to km: 341.600 in the State of Andhra Pradesh and from km: 0.000 km: 59.600 in the State of Tamil Nadu on Design, Build, Finance, Operate and Transfer (DBFOT) Toll Basis
TIRUPATI – TIRUTHANI – CHENNAI SECTION OF NH-205
Site Office : 1-4/8 Srinivasapuram, Padmavathipuram Panchayat, Tirupati – 517501. Andhra Pradesh. India Phone: 0877 2238847, Email:[email protected]
Bangalore Office : #8, 2nd Floor, 80 Feet Road, R.T.Nagar Bangalore – 560 032. Karnataka. India Phone: 080 39187500
INDEX
Sl.
No. CONTENT
Page
Nos.
1. EXECUTIVE SUMMARY 1
2. SCOPE OF THE PROJECT 1
3. PROJECT MILESTONES 2
4. SALIENT FEATURES 3
5. PROJECT HIGHWAY PAVEMENT CONFIGURATIONS 4-7
6. PROJECT LOCATION MAP 8
7. STATUS OF MOBILIZATION OF INDEPENDENT ENGINEER 9
7.1 Independent Engineer’s Organization Chart. 10
8. INSPECTION AND MONITORING OF THE CONSTRUCTION WORKS
8.1. Progress up to 31.03.2016 11-12
8.2. Achievement Of Physical Targets For Annual Plan for 2015-2016 13
8.3. Review of Drawings / Documents / Designs / Temporary Drawings 14-32
8.4. Construction Program 33
8.5. Construction Safety 33
8.6. Method adopted in construction 34
8.7. Conformity of Construction work 34
8.8. Defects & Deficiencies 34
8.9. Non Conformance Report (NCR) 35
8.10. Maintenance of the existing 2 lane highway 36
8.11. Road Accident Report 36
8.12. Survey works 36
8.13. Review & concurrence of Material 36 8.14. Request for Inspection (RFI) 36
8.15 Physical Works Programme 36
8.16 Planned Weightage Physical Progress 36 8.17. Progress Report from the Concessionaire 36
8.18. Dignitary’s Site Visit 37 8.19. Completed Bituminous Concrete 37
8.20. IE Factory Visit 37 8.21. Supply of Video Recording 37
8.22. Toll Plazas (Schedule-C, Project facilities) 37
INDEX
Sl. No. CONTENT
Page Nos.
9. PROGRESS OF ROAD WORKS – A.P & T.N. Sections 38-41
10. LAND ACQUISITION AND UTILITY SHIFTING 42-46
11. PROGRESS OF STRUCTURES 47
12. PROGRESS OF QUALITY CONTROL- A.P. & T.N Sections 48-54
13 WEATHER REPORTS OF A.P. & T.N. Sections 55- 56
14. PLANTS AVAILABLE AT SITE 57
15. COMMENTS OF TEAM LEADER 58 - 62
16. ANNEXURES : 63
(i) Strip charts – A.P. & T.N. Section 64-80
ii) PCC –Status on 31.03.2016
81
(iii) Summary of DBM completed Four lane and Two lane stretches up to March
–2016 ( A.P.& T.N. Section) 82
(iv) Reinforced Earth Wall (RE Wall) and Project Facilities work Progress 83-94
(v) Accident data 95-96
(vi) Summary of NCRs 97-100
(vii) Status of ROB – A.P. sections 101
(viii) Status of Structures – A.P. & T.N. sections 102-113
(ix) Progress Photographs 114-116
(x) Consolidated statue of Shifting of Utilities in AP Section 117
(xi) Abstract of Electrical Estimates in TN Section. (TNEB) 118-119
(xii) Water Pipe line Estimates in TN Section. 120
Independent Engineer CDM Smith Inc
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[IE’s MPR, March - 2016] Page 1
1. EXECUTIVE SUMMARY
The Government of India (GOI) through Ministry of Shipping Road Transport & Highways (MOSRT & H) is contemplating to enhance the traffic capacity and safety for efficient transportation of goods as well as passenger traffic on the heavily trafficked National Highways. The Government of India had entrusted National Highways Authority of India (NHAI) for the development, maintenance and management of National Highway No.205 including section from Km 274.800 to Km 338.030 (63.23 Km) in the state of Andhra Pradesh and from Km 0.000 to Km 61.470 (61.47 Km) in the state of Tamil Nadu. In order to provide a better level of service to the vehicular traffic and to augment the capacity of NH 205 by widening the existing 2 lane to 4 lanes divided carriageway facility including strengthening of the existing 2 lane, it has been decided to carry out the works on Design, Build, Finance, Operate and Transfer (DBFOT) Toll Basis Under NHDP, Phase-III.
2. SCOPE OF THE PROJECT
The scope of the project shall include the following during the concession period:
Construction of the project highway on site as set forth in Schedule–A and as specified in Schedule–B together with provision of Project Facilities as specified in Schedule–C and standards as set forth in Schedule–D of the Concession agreement.
Operation and Maintenance of the project highway in accordance with the provisions of the concession agreement.
Performance and fulfillment of all other obligations in accordance with the provisions and matters incidental thereto or necessary for the performance of any or all of the obligations of the concession agreement by the Concessionaire.
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[IE’s MPR, March - 2016] Page 2
3. PROJECT MILE STONES (SCHEDULE-G) 1st Mile Stone: 180 days from appointed date i.e 04.10.2011 – 10% of the Project Cost Rs. 57.10 Crores.
MILE STONE ACHIEVED Comment of IE: Expended Rs. 65 Crores (11.38%) Crossed the mile stone. 2nd Mile Stone: 365 days from appointed date i.e. 06-04-2012 – 35% of Project Cost Rs. 200 Crores, shall have started all bridges. MILE STONE NOT ACHIEVED Comment of IE: Expended Rs.217 Crores (38%) but works on some bridges yet to start. 3rd Mile Stone: 640 days from appointed date i.e. 06.01.2013. To be expended 70% of the Project Cost i.e. 400 Crores and shall have commenced all Project facilities. MILE STONE NOT ACHIEVED Comment of IE: Crossed the 3rd Mile stone. Expended Rs. 500 Crores (87.56%) upto December 2012 but all project facilities yet to start as per schedule-C of Concession Agreement. Scheduled Two lane with Paved Shoulders/Four-Laning Completion Date: The Scheduled Four Laning date i.e., 03-10-2013 shall occur on the [910th (Nine Hundred and Ten) day from the appointed date. On or before the Scheduled Four laning date, the Concessionaire shall have completed Four laning and also the sections where ‘two lane with Paved Shoulders’ are allowed in accordance with this agreement.
Comment of IE: Completion date crossed-MILE STONE NOT ACHIEVED Extension of Time (EOT) : The EOT is granted upto 27.02.2015 excluding the stretches where making available unencumbered land is delayed due to land Acquisition or Court Intervention where the work will be completed within 12 months from the date of such unencumbered land made available. However, there shall be no extension in Concession Period on account of this extension of time and it shall remain as 30 years from the Appointed Date i.e. from 07.04.2011 to 06.04.2041.
Independent Engineer CDM Smith Inc
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[IE’s MPR, March - 2016] Page 3
4. SALIENT FEATURES AS PER C.A.
The Authority National Highways Authority of India (NHAI)
Name of the Project
Four laning of Tirupati-Tiruthani-Chennai Section of NH-205 from km 274.800 to km: 341.600 in the State of Andhra Pradesh and from km: 0.000 km: 61.470 in the State of Tamil Nadu on Design, Build, Finance, Operate and Transfer (DBFOT) Toll Basis, under NHDP, Phase-III.
Independent Engineer (IE) CDM Smith Inc In Joint Venture with CDM Smith India Pvt.Ltd.
Agreement No. of IE NHAI/TECH/TTC/IC/2011 Date of start as per contract of IE 20-12-2011
The Concessionaire M/s Transstroy Tirupati-Tiruthani-Chennai Tollways Private Limited. Hyderabad -500073. (AP)
The EPC Contractor M/s Transstroy India Limited. Hyderabad (AP) Date of agreement 12th July – 2010 Period of Construction 30 Months (910 days from the appointed date) Date of Commencement of Construction (appointed date) 7th April 2011
Date of Completion of Construction
3rd Oct 2013 ( Supplementary agreement was signed by the Concessionaire on 26.02.2015 for completion of balance works within 12 months after unencumbered Land is Handed over by Authority in balance stretches)
The Concession Period 30 Years(Including Construction period) Project Cost 571 Crores Total Financial Package cost 578.49 Crores EPC Cost 320.48 Crores
Project Length 124.700 Kms
Financial close date 15.03.2011 Execution of Escrow agreement 19.04.2011 Date of submission of Performance Security 15.12.2010 (Amount: 28.55 Crores.)
Lenders Name Consortium Company Lenders Contribution 405.00 Crores
Grant from NHAI (Equity support) 51.39Crores. (1st Tranche 27.92Cr and 2nd Tranche 15.19Cr.Total Paid so far 43.11Crores)
Contribution by Concessionaire 122.10 Crores Date of Appointment of Safety Consultant 19.01.2011
Safety Consultant HAKS Engineering, Architect’s and Land Surveyors, P.C in association with Info Trans Engineers Pvt. Ltd. (for Package No.39).
ROB 1 No Vehicular Under Passes 4 Nos Pedestrian Under Passes 1 No Toll Plaza 2 Nos Major Bridges 6 Nos (1 is repair) Minor Bridges 23 Nos (New : 19 Nos., Widening : 2 Nos. & Repair: 2 Nos.) Box Culverts 291 Nos Slab Culverts 2 Nos Pipe Culverts 8 nos At grade Intersections 11 Nos Length of Service Road 2.4 kms Bus Lay Byes 60 Nos Bypasses 8 Nos
Independent Engineer CDM Smith Inc
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[IE’s MPR, March - 2016] Page 4
5. PROJECT HIGHWAY PAVEMENT CONFIGURATIONS Scope of Work and Cross Sections
Description Scope Design Chainage (km) From To Length
Section – 1 4 lane 274.800 318.300 43.500
Section – 2 2 lane with paved shoulders (4 lane by March 2025) 318.300 338.030 19.730
Section – 3 2 lane with paved shoulders (4 lane by March 2031) 0.000 43.950 43.950
Section – 4 4 lane 43.950 61.470 17.520 Pavement Configurations Main Carriageway Section 1 (Km 274+800 to Km 318+300 - Four lane divided carriageway)
Design Period Design Traffic Design CBR
Pavement Composition, mm
BC DBM WMM GSB
For 10 Years ( year 2023) 24 10% 40 80 250 200
Section 2 (Km 318+300 to Km 338+030 – Two lane carriageway)
Design Period Design Traffic
Design CBR
Pavement Composition, mm
BC DBM WMM GSB
For 10 Years ( year 2023) 31 10% 40 90 250 200 Note: This section will be upgraded to four laning by year 2025 as per concession agreement. Section 3 (Km 0+000 to Km 43+950 – Two lane carriageway)
Design Period Design Traffic
Design CBR
Pavement Composition, mm BC DBM WMM GSB
For 10 Years ( year 2023) 31 10% 40 90 250 200 Note: This section will be upgraded to four laning by year 2031 as per concession agreement. Section 4 (Km 43+950 to Km 61.470 - Four lane divided carriageway)
Design Period Design Traffic Design CBR
Pavement Composition, mm
BC DBM WMM GSB
For 10 Years ( year 2023) 16 10% 40 65 250 200
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Service Road
S. No. Pavement Composition Design
Thickness (mm)
Total Thickness
(mm) 1 Semi Dense Bituminous Concrete (SDBC) 25
475 2 Dense Bituminous Macadam (DBM) 50 3 Wet Mix Macadam (WMM) 250 4 Granular Sub-base (GSB) 150 5 Sub grade with min 10% CBR 500 500
Rigid Pavement for Toll Plaza Rigid Payment design submitted by Concessionaire and IE has reviewed & commented about the report. The length of Toll Plaza is 600 m each as per the IRC:SP:84-2009.
Pavement composition details for Rigid pavement in AP & TN Section: Sl.No. Parameters Pavement composition
1 PQC(M-40) 320 mm 2 DLC (M-10) 150 mm 3 Polythene sheet 125 micron 4 GSB 150 mm 5 Sub grade with 10% CBR 500 mm 6 Contraction & Longitudinal spacing 4.0 m 7 Dowel Bar Diameter 32 mm 8 Length of dowel bar 500 mm 9 Spacing of dowel bar 270 mm 10 First dowel bar from pavement edge 150 mm 11 Diameter of tie bar (Deformed) 12 mm 12 Spacing of tie bar (Deformed) 490 mm 13 Length of tie bar (Deformed) 640 mm 14 Maximum Panel size considered in the design 4m x4m
Future Overlay Intervention during the operation Period Section 1 (Km 274+800 to Km 318+300)
Year Operation Pavement Composition, mm
Remarks BC DBM WMM GSB
2018 Functional Overlay 40 - - - Every 5 years overlay proposed.
2023 Strengthening of existing pavement 50 50 - -
2028 Functional Overlay 40 - - -
2033 Strengthening of existing pavement 50 50 - -
2038 Functional Overlay 40 - - -
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[IE’s MPR, March - 2016] Page 6
Section 2 (Km 318+300 to Km 338+030)
Year Operation Pavement Composition, mm Remarks BC DBM WMM GSB
2018 Functional Overlay 40 - - - Every 5 years overlay proposed
2025
Strengthening of existing pavement 50 50 - -
New construction of additional 2 lane 40 110 250 200 Design MSA 50
2030 Functional Overlay 40 - - -
2035 Strengthening of existing pavement 50 50 - -
2040 Functional Overlay 50 - - - Section 3 (Km 0+000 to Km 43+950)
Year Operation Pavement Composition, mm Remarks BC DBM WMM GSB
2018 Functional Overlay 40 - - - Every 5 years overlay proposed
2023 Strengthening of existing pavement 50 50 - -
2031
Strengthening of existing pavement 50 50 - -
New construction of additional 2 lane 40 95 250 200 Design MSA 40
2036 Functional Overlay 40 - - - 2040 Functional Overlay 40 - - -
Section 4 (Km 43+950 to Km 61.470)
Year Operation Pavement Composition, mm Remarks BC DBM WMM GSB
2018 Functional Overlay 40 - - - Every 5 years overlay proposed.
2023 Strengthening of existing pavement 50 50 - -
2028 Functional Overlay 40 - - -
2033 Strengthening of existing pavement 50 50 - -
2038 Functional Overlay 40 - - -
Independent Engineer CDM Smith Inc
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[IE’s MPR, March - 2016] Page 7
TYPICAL CROSS SECTIONS ADOPTING (Following at site):
TCS TYPE Cross section details Drawing No. Revision
TYPE–I 4 lane divided carriageway for right side widening TTTCTPL/TCS-01 1 TYPE–IIA 4 lane divided carriageway for left side widening TTTCTPL/TCS-02 1
TYPE-III 4 lane divided carriageway for concentric widening in rural area TTTCTPL/TCS-03 1
TYPE-IV 4 lane divided carriageway for bypass / realignment/Reconstruction TTTCTPL/TCS-04 1
TYPE-V Underpass with service / slip roads / road approaches TTTCTPL/TCS-05 1 TYPE–V-A Underpass without service / slip roads / road approaches
TYPE–VI 4 lane divided carriageway for concentric widening in urban area (4.5m median) with service roads TTTCTPL/TCS-06 1
TYPE–VII 2 lane carriageway with paved shoulder for bypass / realignment - Right TTTCTPL/TCS-07 1
TYPE-VII-A Future 4 lane carriageway with paved shoulder for bypass / realignment – Right
TYPE-VIII TCS of 4 lane road for approach of ROB TTTCTPL/TCS-08 1
TYPE–IX Present 2 lane carriageway with paved shoulder eccentric widening TTTCTPL/TCS-09 1
TYPE–IX-A Future 4 lane carriageway with paved shoulder eccentric widening
TYPE–X Present 2 lane carriageway with paved shoulder symmetrical widening-Right side TTTCTPL/TCS-10 1
TYPE–X-A Future 4 lane carriageway with paved shoulder left side widening
TYPE-XI Present 2 lane carriageway with paved shoulder symmetrical widening-left side TTTCTPL/TCS-11 1 TYPE-XI-
A Future 4 lane carriageway with paved shoulder right side widening
TYPE-XII Line Diagram of two to four lane TTTCTPL/TCS-12 1 TYPE-XIII TCS for super elevation for right curve TTTCTPL/TCS-13 1 TYPE-XIV TCS for super elevation for left curve TTTCTPL/TCS-14 1 TYPE-XV Overlay treatment to the existing pavement TTTCTPL/TCS-15 1 TYPE-XVI Avenue and median plantation TTTCTPL/TCS-16 1
TYPE-XVII TCS in hill cutting section TTTCTPL/TCS-17 1
TYPE-XVIII TCS approach cross section for high embankment TTTCTPL/TCS-18 1
Independent Engineer CDM Smith Inc
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[IE’s MPR, March - 2016] Page 8
6. PROJECT LOCATION MAP
Km. 338.030 AP, Km.0.0 TN
KLM Hospital Km.. 293.700
A.P. Border &
T.N. Border
End of the Project Km. 61.470
TIRUNINRAVUR
Start of the Project Km. 274.800 KALUR
Independent Engineer CDM Smith Inc
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[IE’s MPR, March - 2016] Page 9
7. STATUS OF MOBILIZATION OF INDEPENDENT ENGINEER (IE)
SI No. Name Designation
Date Mobilized Remarks
Key Personnel (Professional Staffs) 1 Mr. Venkata Rama Rao Kaza Team Leader 16.08.2013 2 Mrs. Padmaja Jayakumar Sr. Bridge Design Engineer 11.07.2012 3 Mr. Gagan Trivedi Highway Design Engineer 31.07.2012 4 Mr.Gazi Muhammad Badruddoza Sr. Pavement Specialist 13.08.2013 5 Mr. Vittal Puvvada Traffic & Transportation Expert 02.01.2013 6 Mr. R. Krishna Murthy Road Safety Expert 30.04.2012 7 Mr. M. Shankar Narayanan Financial Expert 06.12.2012 8 Mr. J. Dhanvandh Legal Expert 19.11.2012
Sub-Professionals 1 Mr. K.Vasuram Asst. Highway Engineer 26.11.2012 2 Mr. J. Abilash CAD Expert 14.12.2012 3 Mr. Rajesh Varghese Environmental Engineer 18.01.2012
4 Mr. R. Anbarasan Asst. Quality cum Material Engineer 05.03.2012
5 Mr. Shashi Kanth Joshi Electrical Engineer 15.11.2012 6 Mr. V. Rangarajan HTMS/ Toll Expert 06.11.2012 7 Mr. G. Senthil Kumar Quantity Surveyor 02.05.2013
8 Dr. K. Malla Reddy Horticulture cum Landscaping Expert 17.08.2012
Independent Engineer CDM Smith Inc
In Joint Venture withCDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 10
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
8.0 INSPECTION AND MONITORING OF THE CONSTRUCTION WORKS.
8.1 Progress up to 31-03-2016 as per MIS Data collected from Concessionaire
S No Description Target % Achieved % Ahead /- Behind %
1 Physical Progress 100 85.70 -14.30
Cumulative Physical Progress as per MIS: Data collected from Concessionaire
Cumulative Financial Expenditure as per MIS: Data collected from Concessionaire (as per Statutory Auditors certificate)
Note: Expenditure for maintenance from Sep’15 to Mar’16 = 0.415Cr + 0.02Cr= 0.435Crs.
Physical Progress
Nov-11 to Dec-
2011
Jan-12 to Mar-
2012
Apr-12 to June-
2012
July-12 to Sep 2012
Oct-12 to Dec-
2012
Jan-13 to Mar-
2013
Apr-13 to Jun-2013
July-13 to Sep -
2013
Oct-13 to Dec-
2013
Jan-14 to Mar-
2014
Apr-14 to June-
2014
July-14 to Sep -
2014Oct-14 to Dec-2014
Jan-15 to Mar-2015
Apr-15 to June-
2015
July-15 to Sep - 2015
Oct-15 to Dec-
2015Jan-16 Feb-16 Mar-16
During this month (%) 5.50 13.50 18.00 18.00 11.00 6.50 2.50 0.90 0.80 0.80 0.45 0.22 1.16 0.37 0.00 0.00 0.00 0.00 0.00 0.00
Cumulative Physical
Progress (%) achieved
11.50 25.00 43.00 61.00 72.00 78.50 81.00 81.90 82.70 83.50 83.95 84.17 85.33 85.70 85.70 85.70 85.70 85.70 85.70 85.70
571.00 Crores
Financial Expenditure
Nov-11 to Dec-
2011
Jan-12 to Mar-
2012
Apr-12 to June-
2012
July-12 to Sep 2012
Oct-12 to Dec-2012
Jan-13 to Mar-
2013
Apr-13 to Jun-2013
July-13 to Sep -
2013
Oct-13 to Dec-
2013
Jan-14 to Mar-
2014
Apr-14 to June-
2014
July-14 to Sep -
2014Oct-14 to Dec-2014
Jan-15 to Mar-2015
Apr-15 to June-
2015
July-15 to Sep - 2015
Oct-15 to Dec-
2015Jan-16 Feb-16 Mar-16
Monthly Expenditure
(Rs.in Crores)
30.00 132.00 83.00 151.00 49.00 25.00 17.00 9.00 9.00 8.00 4.10 0.53 6.51 2.10 0.00 0.06 0.225 0.050 0.080 0.020
Cumulative Expenditure
(Rs.in Crores)
85.00 217.00 300.00 451.00 500.00 525.00 542.00 551.00 560.00 568.00 572.10 572.63 579.14 581.24 581.24 581.30 581.525 581.575 581.655 581.675
Cumulative Financial
Progress(%)14.89% 38.00% 52.54% 78.98% 87.57% 91.94% 94.92% 96.50% 98.07% 99.47% 100.19% 100.29% 101.43% 101.79% 101.79% 101.80% 101.84% 101.85% 101.87% 101.87%
Capital Cost :
Independent Engineer CDM Smith Inc
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[IE’s MPR, March - 2016] Page 12
Details of Completion of DBM works in the entire Project Stretch. Cumulative DBM Length 4 & 2 lane completed as per site: (See Page no-38)
Lane wise AP Section
Km. TN Section
Km. Total Total (B/S) Length Km.
Progress in %
2 Lane 19.660 42.760 62.420 100.825 80.85% 4 Lane 37.435 0.970 38.405
Total 57.095 43.730 100.825
Details of Completion of Bituminous Concrete(BC) works in the entire Project Stretch Cumulative BC Length 4 & 2 lane completed as per site: (See Page nos.39&41)
Lane wise AP Section
Km. TN Section
Km. Total Total (B/S) Length Km.
Progress in %
2 Lane 19.630 42.730 62.360 99.260 79.60% 4 Lane 35.970 0.930 36.900
Total 55.600 43.660 99.260
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[IE’s MPR, March -2016] Page 13
8.2. ACHIEVEMENT OF PHYSICAL TARGETS FOR 2015-2016
Annual Plan 2015-16 Targets As per IE status
Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Mar-16
Target 0.000 0.000 0.000 0.000 0.000 0.000 0.700 0.000 1.000 0.000 0.410 0.500 2.610 Total 2.610Kms
Achievement 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
+Ahead/ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-Behind -0.700 -1.000 -0.410 -0.500 -2.610Target up to March-2016 for Annual Plan 2015-2016 = 2.610Km
0.000Km
Annual Plan 2015-16 Targets As per Concessionaire MIS status
Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Mar-16
Target 0.000 0.000 0.000 0.000 0.000 0.000 0.700 0.000 1.000 0.000 0.410 0.500 2.610 Total 2.610Kms
Achievement 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
+Ahead/ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.000
-Behind -0.700 -1.000 -0.410 -0.500-2.610
Target up to March-2016 for Annual Plan 2015-2016 = 2.610Km0.000KmAchieved =
Achieved =
Item
Completed DBM 4/2 lane upto
31.03.16. is 100.825Km.
Completed DBM 4/2 lane upto
31.03.16. is 100.95Km.
Target Vs. Achievement (Length in Km.)Total Up to Mar - 2016
Remarks
23.750
UI Length as on
1.04.15 (in Km.)
23.875
Sl. No Stretch NH No
Total Length
(in Km.)
Completed Length as
on 31.03.2015
(in Km)
1
4/2 laning
Tirupati-Chennai Section
205 124.700 100.95
Sl. No NH No
Completed Length as
on 31.03.2015
(in Km)
4/2 laning
Tirupati-Chennai Section
1 100.825124.700205
RemarksStretchTotal
Length (in Km.)
UI Length as on
1.04.15 (in Km.)
ItemTarget Vs. Achievement (Length in Km.) Total
Up to Mar - 2016
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[IE’s MPR, March -2016] Page 14
STATUS OF DESIGN & DRAWINGS OF STRUCTURES AS ON 31.03.2016 VUP @ 275+371
Required by the Consultants Items attended by the Concessionaire Status of Review by Head office
Ltr No. CEI-Pj/NHAI/1112021/Design/2133 dt.06.11.12 Ltr No. TTTCTPL/SPV/Design & Drawings /2013/291 dt. 22.01.13
General :
1.10: Cross section of VUP adopted is not in line with schedule D of CA/IRC 84-2009 and the same shall be suitably modified.
The concessionaire states that cross sections for Major bridges at 295+700 and 310+095 have been approved by the PD and hence the same were provided for VUP also
(1) The IE vide Ltr. No. CEI-Pj/NHAI/1112021/Design/0442, dt: 03.09.13 has reviewed the Designs and drawings for substructure and foundations and returned the same to the Concessionaire with comments marked in RED. GFC drawings are to be submitted by the Concessionaire duly attending to these comments. Pending with the concessionaire. (2) CEI-Pj/NHAI/1112021/Design/551, dt: 14.11.2013. The IE has reviewed the designs and drawings for super structure and returned the drawings to the Concessionaire with remarks marked in Red. GFC drawings are to be submitted duly attending to the comments. Pending with the Concessionaire.
1.40 : Un mountable Krebs are to be modified Kerbs are provided as per the approval given by the PD for Major Bridges @ km. 295+700 and 310+095.
Geotechnical Report
2.10: Bore holes shall be taken at all foundation locations as per IRC 78. Only 2 bore holes were taken by the Concessionaire for which locations were also not mentioned.
SBC calculations, bore hole locations, Geological sections, Modified Geotechnical investigation report. Attended by the Concessionaire
Parameters for rock designation like RQD and core recovery are not presented Not furnished by the Concessionaire
3.0 Design of abutment and pier GLS adopted in design and drawings, dead load reaction on abutment and pier, basis of vehicular load arrangement, base width of retaining structures, wind loads, live load surcharge, summary showing all load cases, effect of gap slab, reinforcement provided on non earth face of dirt wall, seismic zone, transverse reinforcement, estimation of steel in abutment.
Attended by the Concessionaire
4.00 Pedestal Typical design calculations for pedestals, Details of mesh below pedestals Attended by the Concessionaire
5.0 Sub structures, foundation design drawings
GLS, Type of bearings, steel provided on earth face of dirt wall, clear cover, dowel bars of pedestal reinforcement. Furnished by the Concessionaire
5.40: Minimum 100 MM gap is required between dirt wall and pedestal. Concessionaire states that a gap of around 93 mm is provided and 100 mm gap is not required
5.90 : Anti corrosive treatment bars The Concessionaire gave reply on 10.07.12 enclosing the NHAI circular
5.10 : Bore holes are to be taken at all foundation locations Only 2 bore holes were taken by the Concessionaire for which locations were also not mentioned.
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[IE’s MPR, March -2016] Page 15
VUP @ 286+789 Required by the Consultants Replies furnished by the Concessionaire Status of Review
by Head office
Ltr No. CEI-Pj/NHAI/1112021/Design/2133 dt.06.11.12 Ltr No. TTTCTPL/SPV/Design & Drawings /2013/291 dt. 22.01.13
Minimum no. of expansion joints, distance between expansion joints and bearings, transverse reinforcement for abutment, soil layers, founding strata, SBC calculations, bore hole location plan, Geotechnical investigation report, grade of concrete, dead load reaction on abutment, length of abutment, basis for vehicular load arrangement, base width of retaining wall, wind load calculations, foundation of abutment, development length, enforcement provided for heel slab, estimation of steel for abutment, design of pedestal, ground profile, thickness of wearing coat, minimum distance between two structures.
The concessionaire has furnished replies. (1) The IE vide Ltr.No. CEI-Pj/NHAI/1112021/Design/0443, dt: 03.09.13 has reviewed the Designs and drawings for substructure and foundations and returned the same to the Concessionaire with comments marked in RED. GFC drawings are to be submitted by the Concessionaire duly attending to these comments. Pending with the concessionaire. (2)CEI-Pj/NHAI/1112021/Design /551,dt: 14.11.2013. The IE has reviewed the designs and drawings for super structure and returned the drawings to the Concessionaire with remarks marked in Red. GFC drawings are to be submitted duly attending to these comments. Pending with the Concessionaire.
1.40. As per clause 7.12.1 of IRC Sp 84-2009 -Schedule D of CA " suitable permanent arrangements should be made for inspection of bearings from bridge deck". The same shall be incorporated.
The Concessionaire states that it is not mandatory and hence they have not provided the same.
1.50. Treatment for protecting structures shall be mentioned in the drawings.
The Concessionaire states that the project site is more than 15 km. away from sea coast and hence the same is not required.
1.70. Un-mountable kerbs are to be modified as per schedule-D IRC SP 84 of CA.
2 Major bridges at Ch.295+700 and 310x095 were approved by the PD and the same are adopted here also.
2.60: Parameters for rock designation like RQD and core recovery not presented Not attended by the concessionaire
3.80 : Live load surcharge shall be included in span loaded condition
Designs not modified. It is stated that the reason for not considering the same were explained in the meeting from 30.10.12 to 02.11.12.
5.10 : Cross section of VUP Is not as per Sp. 84-2009 and as per schedule-D of CA.
The cross section provided are as per the drawings approved by the PD for Major bridges at 295+700 and 310+095.
5.40 : Service roads are to be provided on both sides Service roads not shown as they are not approved.
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VUP @ Km. 317+600
Required by the Consultants Items attended by the Concessionaire Status of Review by Head office
Ltr No. CEI-Pj/NHAI/1112021/Design/2129 dt.25.10.12 Ltr No. TTTCTPL/SPV/Design & Drawings /2013/291 dt. 22.01.13
1.3: Un-mountable kerbs are to be modified as per IRC SP 84 Kerbs are provided as per the drawings approved by PD for Minor Bridges @ 295+700 and 310+095
(1) The IE vide Ltr.No. CEI-Pj/NHAI/1112021/Design/0444, dt: 03.09.13 has reviewed the Designs and drawings for substructure and foundations and returned the same to the Concessionaire with comments marked in RED. GFC drawings are to be submitted by the Concessionaire duly attending to these comments. Pending with the concessionaire.
(2) CEI-Pj/NHAI/1112021 /Design/551, dt: 14.11.2013.The IE has reviewed the designs and drawings for super structure and returned the drawings to the Concessionaire with remarks marked in Red. GFC drawings are to be submitted duly attending to these comments. Pending with the Concessionaire.
1.4: Cross sections of VUPs not in line with the one mentioned in schedule D of CA and IRC SP 84 - 2009.
Cross sections approved by the PD for Major Bridges @ 295+700 and 310+095 have been adopted.
Geotechnical Reports
2.10 : Bore holes are to be taken for the entire length Only 2 bore holes, one at Pier and another at abutment A2 were taken. The Concessionaire mentioned that these are sufficient as per general practice.
2.40: Parameters for rock designation like RQD and core recovery are not presented. The same shall be included Not attended by the Concessionaire
3.30: Coefficient of friction considered for rock is 0.70. Correction is required.
The Concessionaire states that Correction not required as per IRC 6-2010.
3.10 : Dead load reaction as abutment, length of abutment, vehicular load arrangement, stability of RCC retaining structure, vertical reaction due to breaking, wind load calculations, development length, design of footing, reinforcement provided for heel slab, thickness of dirt wall, thickness of abutment cap, Transverse reinforcement provided for abutments, estimation of steel, slab provided on non earth face of dirt wall.
Attended to by the Concessionaire.
3.11: Lever arm for longitudinal seismic force not correct. Concessionaire says that it is correct. 4.00: RFL, GLS, Ground profile, Thickness of wearing coat, 20 mm gap between two structures. RCC girders, Dimension of abutments, type of bearings, shape and the thickness of abutment cap, mesh reinforcement for Jack, cover, development length, Dowel bars of pedestal reinforcement.
Attended by the Concessionaire.
4.80 : Distance between inner face of dirt wall and pedestal shall be 100 mm (Min.) Concessionaire provided 93 mm distance and states that it is not necessary to provide 100 mm.
4.16: Hooks shown for stirrups of vertical bars are not correct. The concessionaire states that hooks provided are correct and that he has explained the same in the meeting held from 30.10.12 to 02.11.12 in Transstroy site office.
4.18: Anti corrosive treatment for reinforcement bars. Concessionaire gave the reply attaching NHAI circular on 10-07-12.
4.19: Additional bore holes are to be taken at A2 and in the approach portions of VUP. Not taken by the Concessionaire
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I. Major Bridges : Km. 295+250 & 310+095 Required by the Consultants Compliance by Concessionaire Status of Review by Head office
Ltr No. CEI-Pj/NHAI/1112021/Design/2645 dt.14.12.12
Ltr No. TTTCTPL/SPV/Design & Drawings /2013/264 dt. 21.12.12
Designs and drawings were proof checked by IIT Chennai, reviewed by the PD and GFC drawings were issued. 1 copy of the drawings are required.
1 set of GFC drawings were submitted by the Concessionaire to the IE
II. ROB : Km. 293+160
Ltr No. CEI-Pj/NHAI/1112021/Design/2645 dt.14.12.12
Ltr No. TTTCTPL/SPV/ROB SS Design & Drawings/2013/332 dt. 25.03.13 Status of Review by Head office
Designs and drawings not submitted
1.Sub structure drawing were approved by Southern Railways vide letter no.W352/M165 dated 07.06.2012 2.Super Structure Drawings were approved by Southern Railway vide letter no W352/M/165 dated 30.04.2013
Minor Bridges : Km. 297+750 (302+510) & 298+450 (303+240) Ltr No. CEI-Pj/NHAI/1011013/Design/1662 dt.17.09.12
Ltr No. TTTCTPL/SPV/Design & Drawings /2013/290 dt. 21.01.13
1) Longitudinal and cross cut of walls
Items (1) to (8) are attended by the Concessionaire.
1) The IE. (vide Ltr.No. CEI-PJ/ NHAI/11120251/Design/0433 dt.30.08.2013 has reviewed and returned the drawings to the concessionaire with comments marked in red and GFC drawings are to be submitted duly attending to the comments. (2) The Concessionaire has submitted GFC drawings vide Ltr.No. TTTCTPL/SPV/GFC drawings/2012/449, dt: 05.09.13. (3) The Ho vide mail dated 04/12/2013 has informed that the Concessionaire has not submitted drawing No. TTTCTPL/STR/MISC /1004 which was said to be included in the GAD of Box minor Bridges. So far the Concessionaire has not submitted the drawing. Pending with the Concessionaire.
2) SBC of soil 3) Supporting calculation for spring constrains 4) Earth cushion 5) STAAD output 6) BMD 7) Shear check 8) Live load position Drawings: 1) Water Table Items (1) to (3) under drawings are not attended by the
Concessionaire 2) Chainage of bridges 3) Modifying of notes
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Minor Bridges : Km. 300+497
Ltr No. CEI-Pj/NHAI/1011013/Design/1769 dt.25.09.12 Ltr No. TTTCTPL/SPV/Design & Drawings /2012/289 dt. 21.01.13.
Observations on Hydrological report such as catchment area map, bed slope of review, HFL considered, Linear water way silt factor were sent to the Concessionaire.
Design and drawings were submitted.
The concessionaire has submitted Geo technical reports vide Letter No TTTCTPL/SPV/Geotechnical/2014/758 Dated 1.12.14. The designs and drawings are to be reviewed by IE
Minor Bridges : Km. 301+653 & 302+702 Ltr No. CEI-Pj/NHAI/1011013/Design/2244 dt.06.11.12
Ltr No. TTTCTPL/SPV/Design & Drawings /2013/289 dt. 21.01.13
Status of Review by Head office
1) Cross section of bridge is not in line with that suggested in schedule D of Concession Agreement.
2 Major bridges at Km. 295+700 and 310+095 were approved by the PD and the same are being followed.
(1) The Ho vide Ltr.No. CEI-Pj/NHAI/1112021/Design/0434, dt: 30.08.13 has returned the Design and drawings for substructure and foundation with comments marked in Red. GFC drawings are to be submitted by the Concessionaire duly attending these comments. Pending with the Concessionaire. (2) The HO vide Ltr. No. CEI-PJ/NHAI/1112021/Design/0478, dt: 27.09.2013 has returned the designs and drawings for super structure with comments marked in RED. The concessionaire has to submit the GFC drawings duly attending to these comments. Pending with the concessionaire.
2) Un-mountable kerbs are to be modified
3) Bore holes are to be taken for the entire length of the bridge
Only one bore hole is taken at A1 and Concessionaire states that additional bores are not required as per General practice.
4) Typical wind load calculations
Concessionaire states that new wind load calculations were submitted, which do not govern the design. Hence there is no need for modification of design and drawings
5) Live load surcharge
Not considered by the concessionaire. The concessionaire informed that the reasons for not considering the LL surcharge were explained in the meeting held from 30.10.12 to 02.11.12.
6) Estimation of steel in abutment, stress check for abutment shall be redone.
The concessionaire states that these are not required.
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Minor Bridge : Km. 304+650
Ltr No. CEI-Pj/NHAI/1112021/Design/2446 dt.28.11.12 Ltr No. TTTCTPL/SPV/Design & Drawings /2013/289 dt. 21.01.13
Status of Review by Head office
1) Cross section of bridge is not as per IRC SP-84 Cross section of bridges @ 295+700 and 310+095 which were approved by the PD have been adopted
1) The Ho vide Ltr.No. CEI-Pj/NHAI/1112021/Design/0436, dt: 30.08.13 has returned the Designs and drawings for substructure and foundations with comments marked in Red. GFC drawings are to be submitted by the Concessionaire duly attending to these comments. Pending with the Concessionaire. (2) The HO vide Lr. no. CEI-PJ/NHAI/1112021/Design/0478,dt.27.09.13 has returned the drawings pertaining to super structure to the concessionaire with comments marked in RED. These comments are to be incorporated and GFC drawings are to be submitted by the concessionaire. Pending with the concessionaire.
2) un-mountable kerbs are to be modified Cross section of bridges @ 295+700 and 310+095 which were approved by the PD have been adopted
3) Substantiation of HFL Not attended by the concessionaire 4) Bore holes shall be taken at all foundation locations. But only 1 bore hole is taken at abutment. Additional bore holes are to be taken.
Not complied with.
5) Live load surcharge shall be included in span loaded condition
Not attended by the Concessionaire stating that the reasons for not including LL surcharge were explained in the meeting held from 30.10.12 to 02.11.12
6) Reinforcement provided for toe slab to be modified. The Concessionaire states that as per IRC 78-2000 Cl. 707.27 minimum reinforcement to be provided is 0.15%, whereas they have provided 0.12% as per Cl. 305.19 of IRC 21-2000.
7) Estimation of steel in abutment, stress check for abutment etc. shall be redone.
Concessionaire states that it is not required as per design para meters are not changing.
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Minor Bridge : Km. 315+483 & 315+618
Required by the Consultants Replies furnished by the Concessionaire Status of Review by Head office
Ltr No. CEI-Pj/NHAI/1011013/Design/1662 dt.17.09.12, Ltr No. CEI-Pj/NHAI/101013/Design/2259 dt. 10.11.12
Ltr No. TTTCTPL/SPV/Design & Drawings /2013/290 dt. 21.01.13
1) The HO vide Lr. no. CEI-PJ/NHAI /1112021/Design/0433, dt. 30.08.2013 has reviewed the designs and drawings for substructure and foundations and returned the drawings to the concessionaire with comments marked in RED and GFC drawings are to be submitted by the concessionaire duly attending to these comments. (2) The Concessionaire has submitted GFC drawings vide Ltr. No. TTTCTPL/SPV/GFC drawings/2012/449, dt: 05.09.13. (3) The Ho vide mail dated 04/12/2013 has informed that the Concessionaire has not submitted drawing No. TTTCTPL/STR/MISC/1004 which was said to be included in the GAD of Box Minor Bridges. So far the Concessionaire has not submitted the drawing. Pending with the Concessionaire.
1) Longitudinal and cross cut off walls
Items (1) to (9) were attended by the Concessionaire.
2) Hydrological report & scour depth calculations 3) SBC of Soil 4) Supporting calculations for spring constants 5) STAAD output shall be submitted 6) Values of SFD & BMD 7) BMD for dead load 8) Shear check 9) Live load position Drawings
Notes shall be modified as per point 5. Not attended by the concessionaire
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Box Culverts Ltr No. CEI-Pj/NHAI/1112021/Design/549 dt.14.11.13 Ltr No. TTTCTPL/SPVGFC drawings/2012/448 dt. 05/09/2013 1. The IE has reviewed the design notes and drawings submitted as GFC drawings and forwarded a copy to the Concessionaire.
1. The concessionaire has submitted GFC drawings for the Box Culverts (161 No’s)
2. Box culverts @ Ch. 294+014 and 320+600
2. The Concessionaire has not submitted designs and drawings.
Required by the Consultants Items attended by the Concessionaire RE- WALLS
1 RE wall for VUP @ 317+605
Revised Drawings and Bearing & sliding analysis submitted vide L.No TTTCTPL/SPV/RE Wall/2013/382 dt 30.05.2013
The completed review of design and drawing during the design review meeting held in CDM Smith Office,Bangalore on 12.06.2013 andreturned the drawings to the Concessionaire with comments marked in RED,with a request to submit GFC drawings vide Lr.no.CEI-Pj/NHAI/1112021/Design/0249 dated 12.06.2013. The Concessionaire has not submitted GFC drawings so far.
2 RE wall for VUP @ 286+789
Revised Plan, Elevation & Cut panel details, C/S of RE wall for VUP at Ch: 286+789 with Compliance report submitted vide L.No. TTTCTPL/SPV/RE Wall/2013/408 dt 08.07.2013
The Concessionaire has submitted GFC drawings vide Ltr.no. TTTCTPL/SPV/RE Wall/2014/585, dt: 27.01.14.
3 RE wall for VUP @ 275+371
Revised Drawings and Bearing & sliding analysis submitted vide L.No TTTCTPL/SPV/RE Wall/2013/382 dt 30.05.2013
1. Completed review during the Design Review Meeting held on CDM Smith Office, Bangalore on 12.06.2013, and observation were communicated to the concessionaire vide Lr.No. CEI-Pj/NHAI /1112021/Design/266,dt: 17.06.2013, 2. The concessionaire has submitted Geotechnical report vide Lr. No. TTTCTPL/ SPV/ Geotechnical/2013/509, dt: 20.11.2013 and the Concessionaire has to furnish replies to the balance observations.
RE wall for ROB @ 293+155 LHS
Design and drawings for Maccaferri ParaWeb (Polymeric)Reinforced Soil wall for ROB approaches at Km 293+155 LHS
The IE has reviewed the designs and drawings of RE wall and Communicated the observation to the Concessionaire vide letter no CEI- Pj/NHAI/1112021/2014/942 dt: 04.04.2014.The Concessionaire has not yet submitted the compliance report.
Gabion wall for Major Bridge @ Km. 295+250 1 Gabion wall for
Major Bridge @ 295+250
The revised design & drawings for the Gabion wall were submitted by the concessionaire vide Lr. No. TTTCTPL/SPV/Gabion wall/2013/407 dt.05.07.2013
1. The revised designs & drawings were reviewed and the observations were sent to the concessionaire vide Lr.No. CEI-Pj/NHAI/1112021/Design/0428 dt: 26.08.13. 2. The concessionaire has submitted the designs and drawings of curtain wall vide Ltr. No. TTTCTPL/SPV/Curtain Wall/2013/505, dt: 18.11.2013. 3.The IE has reviewed the designs and drawing for the curtain wall and forward the drawing to the Concessionaire for submission of GFC drawings vide Lr. CEI-Pj/ NHAI/TRP/1112021/2014/926 DT.29.03.2014 PENDING WITH THE Concessionaire.
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Required by the Consultants Items attended by the Concessionaire Status of Reviewby Head office
Major Bridge @ Ch. 19+130
Concessionaire has made revised submission without fully complying IE's observation discussed during the meeting held at CDM Smith office, Bangalore on 10.01.2013.
Concessionaire has not yet submitted compliance report. Pending with Concessionaire.
Major Bridge @ Ch. 33+910 a) Geotechnical Investigation report was submitted for 4 locations and report is to be submitted for 3 balance locations.
b) Vide This Office Lr.no. CEI-Pj/NHAI/TRP/1112021/ 2014/954 dated 19.04.2014, NCR STR No.28 was issued due to lesser thickness of deck slab and Concessionaire have to submit revised designs.
a) i) Concessionaire submitted Geotechnical Investigation Report for balance 3 locations vide Lr. no. TTTCTPL/SPV/Geotechnical/2013/521 dated 05.12.2013. ii) Concessionaire submitted Design & drawings for Sub structure and Super structure vide Lr. no. TTTCTPL/SPV/Design & drawings/2013/531 dated 13.12.2013. b) Nil
a) IE reviewed Designs and Drawings and observations were communicated vide CEI-Pj/NHAI/TRP/1112021/2014/990 dated 22.05.2014. Modified Designs and Drawings are not yet submitted by Concessionaire. Pending with Concessionaire. b) N.A
Major Bridge @ Ch. 35+380
a) Geotechnical Investigation report was submitted for 5 locations and report is to be submitted for 3 balance locations. b) Vide This Office Lr.no. CEI-Pj/NHAI/TRP/1112021/ 2014 /948 dated 12.04.2014, NCR STR No.27 was issued due to lesser thickness of deck slab and Concessionaire have to submit revised designs.
a) i) Concessionaire submitted Geotechnical Investigation Report for balance 3 locations vide Lr. no. TTTCTPL/SPV/Geotechnical/2013/493 dated 26.10.2013. ii) Concessionaire submitted Designs and Drawings for Sub structure and Super structure vide Lr. no. TTTCTPL/SPV/PUP Drawings/2013/466 dated 23.09.2013. b) Nil
IE reviewed Designs and Drawings and observations were communicated vide CEI-Pj/NHAI/TRP/1112021/2014/990 dated 22.05.2014. Modified Designs and Drawings are not yet submitted by Concessionaire. Pending with Concessionaire. b) N.A
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Minor Bridges @ Ch. 0+390, 24+746, 31+132, 32+112, 41+658, 41+804
1) IE reviewed Designs and Drawings and informed Concessionaire to submit GFC drawings duly incorporating the comments MARKED IN RED vide Lr. no. CEI-pj/NHAI/1112021/Design/0433 dated 30.08.2013.
1) Concessionaire submitted GFC drawings vide Lr. no. TTTCTPL/SPV/GFC drawings/2012/449 dated 05.09.2013. 2) Concessionaire has also submitted Typical drawing for Profile Corrective Course vide Lr. no. TTTCTPL/SPV/Drawing/2013/534 dated 14.12.2013.
GFC drawings are to be issued by IE.
Minor Bridges @ Ch. 11+400, 25+845, 60+677
HO vide mail dated 03.09.2013 as informed the Concessionaire that Designs and Drawings were with held for want of Geotechnical Investigation Reports.
Concessionaire has submitted Geotechnical Investigation Reports vide Lr. no. TTTCTPL/SPVGeotechnical/2014/758 dated 01.12.2014.
Designs and Drawings are to be reviewed by IE
Minor Bridges @ Ch. 55+348
- Concessionaire has not submitted Designs and Drawings. Pending with Concessionaire.
Minor Bridges @ Ch. 28+360
Concessionaire has made revised submission without fully complying IE's observation discussed during the meeting held at CDM Smith office, Bangalore on 10.01.2013.
Concessionaire has not yet submitted compliance report Pending with Concessionaire.
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VUP @ Ch. 47+597
1) IE has conveyed preliminary observations on the revised GAD of VUP vide Lr. no. CEI-Pj/NHAI/1112021/Design/1767 dated 24.09.2012. 2) After subsequent discussion during the review meeting on 30th and 31st October and 01st November 2012 at Tirupati, IE reviewed the revised GAD and geotechnical report of the above VUP @ Ch. 47+624.50, and informed the Concessionaire to submit modified Geotechnical Report justifying the recommended SBC as per relevant IS/IRC Codes.
The Concessionaire has not submitted Compliance report so for. Pending with Concessionaire.
PUP @ Ch. 51+780
IE vide Lr. no. CEI-Pj/NHAI/1112021/Design/1483 dated 24.08.2012 has informed the Concessionaire that Designs and Drawings for the PUP were not submitted by the Concessionaire.
The Concessionaire has not submitted Designs and Drawings so for. Pending with Concessionaire.
Box Culverts - 131 Nos.
Designs & Drawings submitted by the Concessionaire were reviewed by IE and comments were communicated vide Lr. no. CEI-Pj/NHAI/1112021/2012/69 dated 26.05.2012
Revised drawings along with design notes for Box Culverts were submitted by Concessionaire vide Lr. no. TTTCTPL/SPV/Drawings/464 dated 23.09.2013.
Drawings are to be approved by IE.
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Highway (Designs & Drawings) up to March - 2016 From Concessionaire From IE Reply from Concessionaire
Letter No Dated Details
Receiving date at IE
office, Bangalore / Site office
Reply by IE Reply Status Compliance statement if any
Concurred/
Not Concurred
Letter No.
Letter Date Details
No Reply/
Compliance Statement
Letter No Dated
Hard copies 1. Alignment Plan km 274+600 to km 338+000 2. Typical Cross Sections
22/6/2012 Not Concurred
CEI-Pj/NHAI/1112021/2012/0952
3/7/12
Compared the following details of Alignment Plan a. Horizontal Alignment b. At grade junctions c. Levels at random locations ( 1 per km ) d. Structure list with the Concession Agreement
Compliance Statement
Ltr No TTTCTPL/ SPV/Drawings/2012/168
28/7/2012
Soft Copies via mail 1. AP-Junctions (Dwg No. : TTTCTPL/JN-001(275+100), 276+300,283+300,286+800,293+700,300+400,301+820,305+300,313+520,317+600,329+700,330+650,332+300)-Rev R0 2. Pavement Design for existing Pavement 3. Pavement Report_New CW TTC 4. AP Final Through Visibility-SSD 5. AP section Through Visibility-SSD 6. AP section- Through Visibility for ISD 7. AP Section-Horizontal Alignment report 8. Embankment report-AP section 9. Curve details -AP 10. Median openings-TTC AP 11. Utility Duct-AP_30.05.12 12. Vertical Alignment Report-AP
6/7/2012 Not Concurred
1.CEI-Pj/NHAI/1112021/2012/DRH-07-12-1 2. CEI-Pj/NHAI/1112021/2012/1216
1)18/7/12 2) 27/7/12
(pvmt report)
Reviewed: 1. Junction Drawings 2. Median Openings 3. Through Visibility 4. Pavement report
Compliance Statement for Pavement Design
Lr. No. TTTCTPL/ SPV/PDR/2012/173
8/8/2012
Ltr No. TTTCTPL/SPV/Pavement Design/2012/167
25/7/12 Rigid Pavement design report Submission 30/7/12 Not Concurred
CEI-Pj/NHAI/1112021/2012/DRH-08-12-2
8/8/12 Reviewed Rigid Pavement Design Report
Compliance Statement
Ltr No. TTTCTPL/ SPV/PDR/2012/19
10/10/12
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From Concessionaire From IE Reply from Concessionaire
Lr. No Dated Details
Receiving date at IE office, Bangalore/site office
Reply by IE
No Reply/ Compliance Statement
Compliance statement if any
Concurred/Not Concurred
Letter No.
Letter Date Details Ltr.No. Date
Ltr No. TTTCTPL/SPV/ Drawings/2012/168
28/7/12
Hard Copies of : 1. Design Standards 2. Embankment Details (RHS and LHS) AP section 3. Curve Details: AP Section 4. Junction Details : AP section 5. Utility Duct Crossing Details: AP Section 6. Through Visibility Report: AP Section 7. Plan and Profile Drawings: km 276+000 to km 338+030 (Dwg No. TTTCPL/PP-002 to PP-063)- 3 copies 8. Typical Cross sections - 3 copies a. Type I to Type XI :( EGIS/TTCP/EDR/TCS-01 to TCS-11) b. TCS for utility ducts: (TTTCTPL/UD-01) 9. Typical Drawings:- 3 copies a. Layout for Wayside Amenities: (TTTCTPL/AP-WAY/001) b. Layout of Toll Plaza: (TTTCTPL/AP-TOLL/001) Soft copies by Mail: 1. Replies to IE Comments
28/7/12 Not Concurred
0. CEI-Pj/NHAI/1112021/2012/1238 1. CEI-Pj/NHAI/1112021/2012/DRH-08-12-1 2. CEI-Pj/NHAI/1112021/2012/DRH-08-12-2
0) 31/7/12 1) 1/8/12 2) 8/8/12
Reviewed: 1. Curve Details: AP Section 2. Junction Details : AP section 3. Through Visibility Report: AP Section 4. Plan and Profile Drawings: km 276+000 to km 338+030 5. Typical Cross sections - 3 copies 6. Typical Drawings:- 3 copies 7. Replies to IE Comments 8. Replies to IE Compliance Report
Compliance statement
Ltr No. TTTCTPL/SPV/PDR/2012/19
10/10/12
Ltr No. TTTCTPL/SPV/ profile/IE/2012/1
2/7/12
Submission of Profile drawings from Km 286+100 - 287+500 in Tiruchanur and from km 317+100 - km 318+300 in Puttur for service roads on both sides in the state of AP.
30/7/12 Not Concurred
CEI-Pj/NHAI/1112021/2012/1237
31/7/12 Reviewed Service Road Profile
Compliance statement
Ltr No. TTTCTPL/SPV/PDR/2012/19
10/10/12
Ltr No. TTTCTPL/SPV/PDR/2012/173
8/8/12 Clarification on pavement design for existing carriageway and new carriageway reg 27/8/12
Not Concurred
CEI-Pj/NHAI/1112021/2012/DRH-08-12-3
28/8/12
Clarifying the IE comments sent via IE Letter No. CEI-Pj/NHAI/1112021/2012/1216, 27.07.2012
No reply - -
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From Concessionaire From IE Reply from Concessionaire
Lr. No Dated Details
Receiving date at IE
office, Bangalore/ Site office
Reply by IE No Reply/ Compliance Statement
Compliance statement if any
Concurred/Not
Concurred Letter No. Letter
Date Details Letter No Dated
- - - - Not Concurred CEI-Pj/NHAI/1112021/2012/183 8/9/12 Design of high embankment -
height > 6m. No reply - -
- - - - Not Concurred CEI-Pj/NHAI/1112021/2012/184 8/9/12
Providing Metal beam crash barrier No reply - -
- - - - Not Concurred CEI-Pj/NHAI/1112021/2012/185 8/9/12 Providing 3.5m shelter lane at
median opening locations No reply - -
- - - - Not Concurred CEI-Pj/NHAI/1112021/2012/189 11/9/12
Submission of TCS for 4-Lane to 2-Lane section from km 318+450 to km 318+750
No reply - -
- - - - Not Concurred CEI-Pj/NHAI/1112021/2012/190 11/9/12
Submission of road cross sections for 50m interval as
per CA No reply - -
- - - - Not Concurred CEI-Pj/NHAI/1112021/2012/DRH-08-12-4 11/9/12 Review of Highway designs
(Pending submissions) Compliance not received
Ltr No. TTTCTPL/SPV/PD
R/2012/19
10/10/12
- - - - Not Concurred CEI-PJ-NHAI-TRP-1112021-2012-222 25/9/12
Providing 3.5m shelter lane at median opening location km
289+930 Reg No reply - -
- - - - Not Concurred CEI-PJ-NHAI-TRP-1112021-2012-DRH-09-12-1 28/9/12 Safety Audit Report Reg No reply - -
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 28
From Concessionaire From IE Reply from Concessionaire
Ltr. No. Date Details
Receiving date at IE
office, Bangalore/ Site office
Reply by IE No Reply/ Complianc
e Statement
Compliance statement if
any
Concurred/Not
Concurred
Letter No. Lette
r Date
Details Letter No
Dated
Waiting official letter
Received by mail from Transstroy on 1st Oct 2012
Soft copies 1. Reply to IE letter No: CEI-Pj/NHAI/1112021/2012/DRH-08-12-2 dated August 8, 2012. 2. Auto CAD Drawings: Plan and profile drawings from km 274+800 to km 338+100 (AP Section) 3. ECL to PCL distance 4. Copy of IE letter no CEI-Pj/NHAI/1112021/2012/27 ( Regarding Pavement design Comments sent from site office) 5. Through Visibility Report 6. Busbay Locations 7. Vertical curve details 8. Median Opening Locations 9. HT line Details 10. Underpass Soffit Details 11. Summary of Letter numbers from IE that Concessionaire states that concurrence has been given
Waiting Not Concurred
To Send CEI-PJ-NHAI-TRP-1112021-2012-DRH-10-12-1
Reply for submissions received by mail on Oct 1st and reply for compliance statements made by EGIS for IE Letter No. CEI/Pj/NHAI/TRP/1112021/2012/1238 and 1237 dated 31.07.2012
No reply - -
Ltr No. TTTCTPL/SPV/PDR/2012/19
10/10/12
Hard Copies 1. Plan and Profile Drawings 276+000 to 338+030 a. TTTCTPL/PP-002-011, 014-017, 026-028, (R3) b. TTTCTPL/PP-012,013, 018, 019, 021, (R5) c. TTTCTPL/PP-020, 021-025, 029-044, (R1) d. EGIS/TTCP/EDR/PP-044-063 (R1) 2. Plan and Profile Drawings Service Road Profiles a. TTTCTPL/PP/SR-01,02, 037, 038 (R0) 3. TCS: a. TTTCTPL/TCS-01-07,07B,08,08B,09,10 (R1) 4. Layout of Median Opening: TTTCTPL/STD-MO-01 (R0) 5. Layout of Bus Shelter: TTTCTPL/STD-BS-01 (R0) 6. Layout of Toll Plaza: TTTCTPL/AP-TOLL/001 (R0) 7. Detailed Junction Layout at 293+770 TTTCTPL/JN-293+700 (R0) 8. Detailed Junction Layout at 275+100 (No drawing No.)
12/10/12 Not Concurred
To send 1. CEI-PJ-NHAI-TRP-1112021-2012-DRH-10-12-1
1. Reply for compliance statements No reply - -
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 29
From Concessionaire From IE Reply from Concessionaire
Ltr. No. Date Details
Receiving date
at IE office, Bangalore / Site office
Reply by IE No Reply/
Compliance Statement
Compliance Statement
if any
Concurred/Not Concurred
Letter No. Letter Date Details Letter No Dated
TTTCTPL/SPV/ P&P/2012/221
dt. 07.11.12 07.11.12
Plan & Profile drawings in TN Section
08.11.2012
Reviewed with comments
CEI-Pj/NHAI/TRP/1112021
/2012/385, 27.12.12 -
Compliance Submitted
TTTCTPL/SPV/Compliance
/2013/310 20.02.13
Compliance Submitted
TTTCTPL/SPV/P&P/ /2013
/310 06.09.13
TTTCTPL/SPV/ revised TCS/225
dt. 17.11.12 17.11.12 TCS Drawings 19.11.2012 Approved
CEI-Pj/NHAI/1112021/HO/2461
22.11.12 - - - -
TTTCTPL/SPV/ P&P/2012/212
dt. 01.11.12 01.11.12
Plan & Profile drawings in AP Section
02.11.2012 Concurred CEI-Pj/NHAI/1112021/Design/2282
09.11.12 - - - -
TTTCTPL/SPV/ GFC drawings
/2012/269 dt.29.12.12
29.12.12 GFC drawings for AP section , P&P and TCS
31.12.2012 Reviewed with comments
CEI-Pj/NHAI/1112021 /HO/3048 28.01.13 - - - -
CEI-Pj/NHAI/1112021 /HO/3716 25.03.13 - - - -
TTTCTPL/SPV/ Design report&
Gantry /2013/273 03.01.13
Over Head Gantry Design report & drawings
01.01.2013 Reviewed with comments
CEI-Pj/NHAI/TRP/1112021
/2014/1011 13.06.14 - - - -
TTTCTPL/SPV/ Junction /2012/270 29.12.13
Junction layout drawing in AP section
31.12.2012 Reviewed with comments
CEI-pj/NHAI/1112021/HO/
2969 16.01.13 - - - -
TTTCTPL/SPV/ Metallic crash
barrier/2012/275 03.01.13
Submission details of Metal Beam crash barrier`
05.01.2013 - - - - - - -
TTTCTPL/SPV/ Bus Bay /2012/277 10.01.13
Bus Bay layout drawings for Two lane section
15.01.2013 Reviewed with comments
CEI-pj/NHAI/1112021/HO/
889 10.06.13 - - - -
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 30
From Concessionaire From IE Reply from Concessionaire
Ltr. No. Date Details
Receiving date
at IE office, Bangalore / Site office
Reply by IE No Reply/
Compliance Statement
Compliance Statement
if any
Concurred/Not Concurred
Letter No. Letter Date Details Letter No Dated
TTTCTPL/SPV/compliance/2013/ 310
dt. 20.02.13 20.02.13 P&P drawings –
compliance report 22.02.2013 Reviewed with comments CEI-Pj/NHAI/HO/3683 21.03.13 - - - -
TTTCTPL/SPV/ Bus
shelter/2013/324 16.03.13
TCS for Bus shelter (Drg.No. HIPL/ TRA/HYD/01)
16.03.2013 Reviewed with comments
CEI-Pj/NHAI/1112021/ Design/0319 06.07.13
- Compliance statement
Ltr No. TTTCTPL/SPV/Bus Shelter/ 2014/588
30.01.2014
CEI-Pj/NHAI/1112021/ Design/1075 11.09.14 - -
- -
TTTCTPL/SPV/ Signage
plan/2013/326 21.03.13 Signage location
plan in AP section 22.03.2013 Reviewed with comments
CEI-Pj/NHAI/ 1112021/HO/0043 03.04.13 - - - -
TTTCTPL/SPV/ Median
drain/2013/327 21.03.13
Median drain calculation in AP section
22.03.2013 Reviewed with comments
CEI-Pj/NHAI/ 1112021/HO/0001 01.04.13 - - - -
CEI-Pj/NHAI/
TRP/1112021/2014/959 29.04.14 - - - -
TTTCTPL/SPV/ Signage
plan/2013/336 01.04.13 Signage location
plan in TN section 09.04.2013 Reviewed with comments
CEI-Pj/NHAI/ 1112021/HO/0319 29.04.13 - - - -
TTTCTPL/SPV/ Bus shelter
design/2013/387 04.06.13 Design calculation
for Bus Shelter 05.06.2013 Reviewed with comments
CEI-Pj/NHAI/ 1112021/2014/853 13.02.14 - Compliance
statement
Ltr No. TTTCTPL/SPV
/Bus Shelter/ 2014/713
19.07. 2014
TTTCTPL/SPV/TCS/2013/540 19.12.13
Submission of TCS-18A Drawing drainage of Embankment with height above 3 m.(Turffing)
08.03.2014 Reviewed with comments
CEI-Pj/NHAI/ 1112021/2014/886 13.03.14
TTTCTPL/SPV/Boards/2014/604 04.02.14
Drawings of Cantilever structures and pedestal boards for Toll plaza locations.
05.02.2014 Reviewed with comments
CEI-Pj/NHAI/ 1112021 /2014/881
10.03.14
- Compliance statement
Ltr No. TTTCTPL/SPV
/Boards/ 2014/712
16.07.2014 CEI-Pj/NHAI/ 1112021/2014/1076
11.09.14
- - - -
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 31
From Concessionaire From IE Reply from Concessionaire
Ltr. No. Date Details
Receiving date at IE
office, Bangalore
/ Site office
Reply by IE No Reply/
Compliance Statement
Compliance Statement
if any
Concurred/Not Concurred
Letter No. Letter Date Details Letter No Dated
TTTCTPL/SPV/ Toll plaza /2013/387
05.07.13 Submission of electric requirements for Toll Plazas
06.07.13 Reviewed
with Comments
CEI-Pj/NHAI/1112021/2014/
870
26.02.14 - Compliance
Submitted
TTTCTPL/ SPV/
electric requirements/2014/ 690
15.05.14
TTTCTPL/SPV/ Toll plaza /2013/401
05.07.13 New work details of Toll Plazas 28.06.13
Review under progress
CEI-Pj/NHAI/1112021 /2014/877
04.03.14 - - - -
Review under progress
CEI-Pj/NHAI/1112021 /2014/965 08.05.14 - - - -
TTTCTPL/SPV/ GFC
Drawings/2012 /441
26.08.13 AP Section: GFC Drawings 26.08.13 GFC issued
CDM/CEI/1112021/020 05.09.13
Considerations enclosed in compliance Statement.
- - -
TTTCTPL/SPV/ GFC
Drawings/2012/ 450
06.09.13 Submission of Revised P&P drawings of Highway in TN section
06.09.13 Reviewed
with Comments
CDM/CEI/1112021/044 17.09.13
TN Section Alignment
Review Completed.
-
TTTCTPL/SPV/ PQC/2013/ 474 28.09.13
Submission of PQC design for Toll plazas locations without reinforcement
30.09.13 Reviewed completed CDM/CEI/1112021/126 22.11.13
Review Completed,
Revised final report to the submitted for
approval
TTTCTPL/SPV/ at grade
intersection/2013 /473
27.09.13 Submission of at Grade intersection drawings of Highway
28.09.13 Reviewed with Comments
CEI-PJ/NHAI/TRP/1112021/
2013/738 & CDM/CEI/1112021/114
14.11.13 &
07.11.13
Comments for Grade
intersection drawing for TN
section
TTTCTPL/SPV/ Design & Drawing
/2013/ 522 09.12.13
Submission of Drawing of Canopy for Toll Plaza at Km 305+800 in AP Section.
10.12.13 Reviewed with Comments
CEI-PJ/NHAI/TRP/1112021/
2014/852 13.02.14 -
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 32
TTTCTPL/SPV/ Safety manual
/2013/ 694
02.06.14
Submission of electrical safety manual for toll plaza at Km 305.800,Km 55.800 and Temporary toll plaza at Km 38+100
02.06.14
TTTCTPL/SPV/Electrical
requirements/2014/701
18.06.14
Submission of electrical requirements for temporary toll plaza in TN section at Km 38+100
18.06.14 Reviewed
with Comments
CEI-PJ/NHAI/TRP/1112021/
2014/1041 15.07.14
Highmast lighting
locations, street lighting found
OK.
Compliance Submitted
TTTCTPL/ SPV/
electric requirements/2014/ 719
05.08.14
TTTCTPL/SPV/ Lighting Design
/2014/ 707 27.06.14
Submission of Illumination Design for Highmast lights, street lights for toll plazas, junctions and built up areas
27.06.14 Reviewed
with Comments
CEI-PJ/NHAI/TRP/1112021/
2014/1041 15.07.14
Highmast lighting
locations, street lighting found
OK.
Compliance Submitted
TTTCTPL/ SPV/
electric requirements/2014/ 690
05.08.14
TTTCTPL/SPV/ Highmast and
Street light /2014/ 709
08.07.14
Submission of foundation details of Highmast poles, street lights pole of 12m height and brochure of Philips company for incorporating in locations of Toll plazas, junctions and built up areas.
09.07.14 Reviewed
with Comments
CEI-PJ/NHAI/TRP/1112021/
2014/1067 05.09.14
TTTCTPL/HO-CM/Bus shelter/
/2015/ 03 17.01.15 Submission of revised
layout of Bus shelter 17.01.15
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
8.4 Construction Program . Construction Program submitted to IE by the Concessionaire. IE requested clarifications regarding the programme vide Lr.no CEI-PJ/NHAI/TRP/ 1112021/2013/421 Dt.31.01.2013, Compliance yet to be received. 8.5 Construction Safety Authority appointed M/s. HAKS Engineers as Road Safety Consultant. Reports for Dec-2011, Jan-2012, Feb’2012, May’12, June’12, Aug 2012 , Sept 2012, Oct 2012, Nov 2012, Dec-12 & Jan-13, April-2013,June-2013 and September-2013were submitted to the Project Director, PIU, Chennai. Road Safety Consultant also submitted 8th Construction Stage Safety Audit Report which was forwarded to Concessionaire by mail dated 08.10.2013 for compliance. Road Safety Consultant (RSC) conducted 9th Construction Safety Work Zone Audit on 29-03-2015 and report is submitted and forwarded to the Concessionaire for compliance. The 5th Cycle of Traffic Volume Count Survey was conducted by M/s HAKS Road Safety Consultant, from 16.09.2013 to 23.09.2013 at Km 55+880 and 308+400.Speed & Delay was conducted from Km 274+800 to 341+600 and 0+000 to 59+600 of this Project .IE reviewed the Traffic volume count and Speed and Delay Reports and observation were communicated to PD.NHAI vide letter no CDM/CEI/1112021/097 dt.28.10.2013. RSC conducted 10th work zone audit on 08-05-2014 and report is submitted and report is forwarded to Concessionaire for Compliance. Compliance is not yet received so far. Authority forwarded the 10th work zone audit report to IE for comments and compliance vide letter no: NHAI/18011/97/PIU.Chennai/1837 dated 07.07.14.IE has submitted the comments on this report to Authority vide letter no:CEI-Pj/NHAI/TRP/1112021/2014/1023 dated 19.06.2014. RSC has submitted the Accident Analysis Report#2 during construction stage covering the period Oct 13 to May 14 ,PD has forward this report to IE vide letter no: NHAI/18011/97/PIU.Chennai/1835 dated 07.07.14.IE has submitted the comments on this report to Authority vide letter no:CEI-Pj/NHAI/TRP/1112021/2014/1056 dated 05.08.2014. Accident Analysis Report#2 has been forwarded to Concessionaire, no compliance is received from Concessionaire so far. Concessionaire has not submitted Compliance for RSC observations for Work Zone Audits Oct-2011 to May-2014 (Total #10 Audit reports) and Accident Analysis report 2 audit reports. M/s HAKS RSC conducted Comprehensive Road safety Audit in PCC stretches on 17.12.2014 and submitted the report vide Lr no NHAI/18011/97/09/PIU. Chennai/112,dt.12.01.2015. IE submitted the observations on RSC Audit report to Authority vide Lr.no CEI-Pj/NHAI/ TRP/1112021/2015 /1197,dt.13.01.2015
Concessionaire submitted the compliance report on road Safety Audit vide Lr.no Lr.no TTTCTPL /SPV/Safety Report/2015/815, dt.28.01.2015
IE forwarded the Concessionaire compliance report with IE comments to Authority vide Lr.no CEI-Pj/NHAI/TRP/1112021 /2015 /1209,dt.28.01.2015.
IE and Concessionaire conducted the 27th Road Safety week 2016 successfully in the Project Highway with slogan of “Road Safety – Time for Action” The report with all activities conducted during celebration submitted to Authority vide Lr.no. CEI-Pj/NHAI/TRP/1112021 /2016 /1419, dt.20.01.2016.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
8.6 Method Adopted in Construction. The method of construction adopted is being regularly checked and reviewed by the IE duly conducting field and laboratory tests on compaction and whether materials used are in compliance with specifications and standards. IE regularly checking the works through RFI’s raised by Concessionaire. IE attending minimum 10% RFI’s for checking the works. 8.7 Conformity of Construction Works The source of materials used for construction works are being regularly checked by IE for conformity with the specifications and standards. Routine checks are being regularly conducted by the IE field team. The Team Leader and Key Personnel have also attended some tests like Concrete Cube strengths testing, Core thickness, Gradations, Bituminous Extractions tests etc. during their site visits. Castings of RCC/PSC girders are in progress at bridge locations and regularly inspected by IE field team. 8.8 Defects and Deficiencies The IE supervising staff are regularly visiting site and Laboratory. Any major defects in respect of materials/construction when noticed are being reported in the MPR.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
8.9. Non Conformance Reports (NCRs) (Refer Pg No.98-101)
Month Wise status of NCRs (started from May-2012)
Month Issued Closed Balance May'12 1 0 1 June'12 0 0 1 Jul'12 3 0 4
Aug'12 0 0 4 Sept'12 2 0 6 Oct'12 0 1 5 Nov'12 3 1 7 Dec'12 4 0 11 Jan'13 3 1 13 Feb'13 0 1 12 Mar'13 0 0 12 Apr'13 9 1 20 May'13 8 2 26 June'13 1 7 20 July'13 6 5 21 Aug'13 7 0 28 Sept'13 3 0 31 Oct'13 0 0 31 Nov'13 2 0 33 Dec'13 0 3 30 Jan'14 0 2 28 Feb'14 0 5 23 Mar'14 0 6 17 Apr'14 4 1 20 May'14 0 0 20 June'14 0 0 20 July'14 0 0 20 Aug'14 0 0 20 Sept'14 0 0 20 Oct'14 1 2 19 Nov'14 0 0 19 Dec'14 0 2 17 Jan'15 0 2 15 Feb'15 0 0 15 Mar'15 0 0 15 Apr'15 0 0 15 May'15 0 0 15 June'15 0 0 15 July'15 0 0 15 Aug’15 0 0 15 Sept'15 0 0 15 Oct'15 0 0 15 Nov'15 0 0 15 Dec'15 0 0 15 Jan'16 0 0 15 Feb'16 0 0 15 Mar'16 0 0 15 Total 57 42 15
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
8.10. Maintenance of the Existing 2- lane highway The Competent Authority of NHAI has approved the proposal for handing over the Existing
Lanes of Bypassed stretches of NH-205 in the State of Tamil Nadu to Highways Deportment, Govt.of Tamil Nadu and the same has been Complied by PD,PIU,NHAI.vide Letter no NHAI/18011/97X/09/ PIU. Chennai/698 dt.16.03.2015.
The Authority vide Lr.no.NHAI/18011/97/PIU.Chennai/2316 dt.05.10.2015 informed the Superintending Engineer (R&B), Chittoor Circle that the Existing old Vadamalapeta Road was deemed to be handed over to R&B Dept. with effect from 01.03.2015 as the traffic is plying on the bypass road.
Regarding the balance existing stretches, proposals are awaited from Concessionaire for handing over to R&B Dept. Govt. of AP. 8.11. Road Accident Report Concessionaire is neither obtaining Accident occurring Reports from Police Stations nor submitting to IE in FIR reporting format. The Concessionaire is reporting about the accidents whichever noticed during their inspection (See Annexure-v, Pg No.95).
8.12. Survey Works
1. Checking of GPS points and Reference Pillars from Km 0+000 to Km 45+000 is completed in TN Section. Balance checking in remaining Kms. is in progress.
2. Checking of Top level of all layers is being done (Embankment, Sub-grade, GSB, WMM, DBM, BC & DLC).
3. Checking of layouts for all structures is being done 4. Layout checking of Toll plaza, VUP, ROB/ RE walls. 5. Checking of utility, collecting and updating of LA details of AP & TN section
8.13. Review and Concurrence of Materials in March - 2016 No Review and Concurrence of Materials in this month. 8.14. Requests for Inspection (RFI) RFIs are being taken care of by field staff of IE regularly. 8.15 Physical Works Programme
The concessionaire has submitted the physical work programme without S-curve and target and achievements. IE is continuously pursuing for incorporation of same. Concessionaire is advised to submit the work programme with break up particulars in details at the earliest.
8.16 Planned Weightage Physical Progress. The Concessionaire has not submitted the weightage of physical progress.
8.17 Progress Report from the Concessionaire The Concessionaire not submitted their Monthly Progress Report from July-2014 to March -2016.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
8.18 Dignitary’s Site Visit:
On 11.03.2016- Shri D.SurendraNath Dy. General Manager (Tech) & Project Director, NHAI Chennai visited AP and TN Section.
8.19 Completed Bituminous Concrete (BC) March – 2016. 99.260Kms Bituminous Concrete is completed (LHS/RHS) of AP & TN sections up to the month of March - 2016. (The details are enclosed in page no.39 & 41) 8.20. IE Factory Visit Report: No IE Factory visit during the month. 8.21. Supply of Video Recording As per Concessionaire Agreement Clause: 13.6, Concessionaire has to take Video Recordings for the 13th, 14th,15th,16th and 17th Quarter ending with March - 2016,covering the activities during the 13th,
14th,15th ,16th & 17th Quarter. Video recording not submitted by concessionaire in AP Section and TN section. Concessionaire vide Lr.no.CEI-Pj/NHAI/TRP/1112021/2015/1287,dt.26.06.2015, Lr.no. CEI-Pj/NHAI/TRP/1112021/2015/1358,dt.09.10.2015, CEI-Pj/ NHAI/TRP/1112021 /2016 /1409,dt. 04.01.2016 and CEI-Pj/NHAI/TRP/1112021/2016 /1472,dt. 05.04.2016 was reminded to furnish the same on top priority. 8.22. Toll Plazas : Toll Plaza Drawing for Km. 305+800 (A.P. Section) and Canopy Designs submitted to IE. Drawings reviewed and commented and communicated. Compliance is yet to be received from the Concessionaire. Temporary Toll Plaza in TN Section: No drawings were submitted for Construction of Temporary Toll Plaza. However, Concessionaire proceeded with execution.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
9.0 Progress of Road Works
The Concessionaire continued road work in all areas at different stages, where the land is available without encumbrances. With regard to road works upto the end of March - 2016, the length of DBM completed is 100.825 Km. and BC completed is 99.260 Km of A.P & T.N. Sections.
PROGRESS OF ROAD WORK UPTO 31-03-2016 ( AP & TN –SECTION)
4 Lane Section :- Total length of AP & TN = 43.5+17.52 Km = 61.02 Km.
Completed Length
LHS (Km)
Completed Length
RHS (Km)
Completed Length
LHS (Km)
Completed Length RHS
(Km)
1 BC 35.970 35.970 0.940 0.930 36.910 36.900 60.49% 60.47%2 DBM top 37.435 38.125 0.970 0.970 38.405 39.095 62.94% 64.07%3 WMM top 37.375 38.168 1.010 1.010 38.385 39.178 62.91% 64.21%4 GSB top 37.375 38.947 1.010 1.010 38.385 39.957 62.91% 65.48%5 Sub Grade 37.375 38.948 1.010 1.010 38.385 39.958 62.91% 65.48%6 Embankment 37.410 39.020 1.040 1.040 38.450 40.060 63.01% 65.65%
2 Lane Section :- Total length of AP & TN = 19.73+43.95 Km = 63.68 Km.
Completed Length
LHS (Km)
Completed Length
RHS (Km)
Completed Length
LHS (Km)
Completed Length RHS
(Km)
1 BC 19.630 19.630 42.730 42.730 62.360 62.360 97.93% 97.93%2 DBM top 19.660 19.660 42.760 42.760 62.420 62.420 98.02% 98.02%3 WMM top 19.660 19.660 42.810 42.840 62.470 62.500 98.10% 98.15%4 GSB top 19.660 19.660 42.830 42.850 62.490 62.510 98.13% 98.16%5 Sub Grade 19.660 19.660 42.880 42.890 62.540 62.550 98.21% 98.23%6 Embankment 19.660 19.670 42.980 42.900 62.640 62.570 98.37% 98.26%
Up to Mar-16 Progress in LHS
%
Up to Mar -16
Progress in RHS %
Up to Mar -16
Progress in RHS %
TN SECTION
Up to Mar-16 Progress in LHS
%
TN SECTIONAP SECTION Total Length
Completed RHS (Km)
Total Length
Completed RHS (Km)
Description
Total Length
Completed LHS (Km)
S.no Description
AP SECTION Total Length
Completed LHS (Km)
S.no
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Completed BC Stretches A.P. Section (LHS/RHS) Upto March – 2016 Length :- 63.23 Km.
S.no 4 Laning LHS/RHS Length 2 Laning LHS/RHS Length
From To (Km.) From To (Km.)
1 275+730 292+460 16.730 318+300 321+030 2.730
2 293+670 295+100 1.430 321+130 338+030 16.900
3 296+240 301+300 5.060
4 303+160 305+400 2.240
5 306+030 316+440 10.410
6 318+200 318+300 0.100
Total (Km.) 35.970 Total (Km.) 19.630
4 & 2 Laning LHS/RHS Total length Km. 55.600 87.93%
9.1 A.P. SECTION: PROGRESS UPTO MARCH - 2016
4 Laning: Section 1 (Km: 274.800 to Km: 318.300) – A.P. Section
S.no Description
Total Length in
Km
Up to Feb- 16
This Month LHS
(Mar-16)
Cumulative length LHS
(Km)
Cumulative Progress
LHS
Up to Feb- 16
This Month RHS
(Mar-16)
Cumulative Length RHS
(Km)
Cumulative Progress
RHS
1 BC 43.500 35.970 0.000 35.970 82.69% 35.970 0.000 35.970 82.69%2 DBM top 43.500 37.435 0.000 37.435 86.06% 38.125 0.000 38.125 87.64%3 WMM top 43.500 37.375 0.000 37.375 85.92% 38.168 0.000 38.168 87.74%4 GSB top 43.500 37.375 0.000 37.375 85.92% 38.947 0.000 38.947 89.53%5 Sub Grade 43.500 37.375 0.000 37.375 85.92% 38.948 0.000 38.948 89.54%6 Embankment 43.500 37.410 0.000 37.410 86.00% 39.020 0.000 39.020 89.70%
2 Laning: Section 2 (Km: 318.300 to Km: 338.030) – A.P. Section
S.no Description
Total Length in
Km
Up to Feb- 16
This Month LHS
(Mar-16)
Cumulative length LHS
(Km)
Cumulative Progress
LHS
Up to Feb- 16
This Month RHS
(Mar-16)
Cumulative Length RHS
(Km)
Cumulative Progress
RHS
1 BC 19.730 19.630 0.000 19.630 99.49% 19.630 0.000 19.630 99.49%2 DBM top 19.730 19.660 0.000 19.660 99.65% 19.660 0.000 19.660 99.65%3 WMM top 19.730 19.660 0.000 19.660 99.65% 19.660 0.000 19.660 99.65%4 GSB top 19.730 19.660 0.000 19.660 99.65% 19.660 0.000 19.660 99.65%5 Sub Grade 19.730 19.660 0.000 19.660 99.65% 19.660 0.000 19.660 99.65%6 Embankment 19.730 19.660 0.000 19.660 99.65% 19.670 0.000 19.670 99.70%
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
9.1 T.N. SECTION: PROGRESS UPTO MARCH - 2016
Service Road Progress – A.P. Section
S.no Description
Total Length in
Km
Up to Feb- 16
This Month LHS
(Mar-16)
Cumulative length LHS
(Km)
Cumulative Progress
LHS
Up to Feb- 16
This Month RHS
(Mar-16)
Cumulative Length RHS
(Km)
Cumulative Progress
RHS
1 SDBC 4.840 0.000 0.000 0.000 0.00% 0.000 0.000 0.000 0.00%2 DBM top 4.840 2.080 0.000 2.080 42.98% 2.348 0.000 2.348 48.51%3 WMM top 4.840 2.180 0.000 2.180 45.04% 2.360 0.000 2.360 48.76%4 GSB top 4.840 2.180 0.000 2.180 45.04% 2.590 0.000 2.590 53.51%5 Sub Grade 4.840 2.770 0.000 2.770 57.23% 2.930 0.000 2.930 60.54%6 Embankment 4.840 2.780 0.000 2.780 57.44% 2.940 0.000 2.940 60.74%
2 Laning: Section 3 (Km: 0.000 to Km: 43.950) – T.N. Section
S.no Description
Total Length in
Km
Up to Feb- 16
This Month LHS
(Mar-16)
Cumulative length LHS
(Km)
Cumulative Progress
LHS
Up to Feb- 16
This Month RHS
(Mar-16)
Cumulative Length RHS
(Km)
Cumulative Progress
RHS
1 BC 43.950 42.730 0.000 42.730 97.22% 42.730 0.000 42.730 97.22%2 DBM top 43.950 42.760 0.000 42.760 97.29% 42.760 0.000 42.760 97.29%3 WMM top 43.950 42.810 0.000 42.810 97.41% 42.840 0.000 42.840 97.47%4 GSB top 43.950 42.830 0.000 42.830 97.45% 42.850 0.000 42.850 97.50%5 Sub Grade 43.950 42.880 0.000 42.880 97.57% 42.890 0.000 42.890 97.59%6 Embankment 43.950 42.980 0.000 42.980 97.79% 42.900 0.000 42.900 97.61%
4 Laning: Section 4 (Km: 43.950 to Km: 61.470) – T.N. Section
S.no Description
Total Length in
Km
Up to Feb- 16
This Month LHS
(Mar-16)
Cumulative length LHS
(Km)
Cumulative Progress
LHS
Up to Feb- 16
This Month RHS
(Mar-16)
Cumulative Length RHS
(Km)
Cumulative Progress
RHS
1 BC 17.520 0.940 0.000 0.940 5.37% 0.930 0.000 0.930 5.31%2 DBM top 17.520 0.970 0.000 0.970 5.54% 0.970 0.000 0.970 5.54%3 WMM top 17.520 1.010 0.000 1.010 5.76% 1.010 0.000 1.010 5.76%4 GSB top 17.520 1.010 0.000 1.010 5.76% 1.010 0.000 1.010 5.76%5 Sub Grade 17.520 1.010 0.000 1.010 5.76% 1.010 0.000 1.010 5.76%6 Embankment 17.520 1.040 0.000 1.040 5.94% 1.040 0.000 1.040 5.94%
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
2 Laning full width (LHS/RHS): (Km: 0.000 to 43.950) – T.N. Section
S.no Description Total
Length in Km
Up to Feb - 15
This Month BHS
(Mar-16)
Cumulative Length BHS
(Km)
Cumulative Progress BHS
1 BC 43.950 42.730 0.000 42.730 97.22% 2 DBM top 43.950 42.760 0.000 42.760 97.29% 3 WMM top 43.950 42.810 0.000 42.810 97.41% 4 GSB top 43.950 42.830 0.000 42.830 97.45% 5 Sub Grade 43.950 42.880 0.000 42.880 97.57% 6 Embankment 43.950 42.900 0.000 42.900 97.61%
Completed Bituminous Concrete (BC) Stretches TN Section upto March - 2016 Length = 61.47 Km
Sl. no
2-Laning LHS / RHS 4-Laning LHS / RHS
From To Length in
Km From To Length in
Km
1 00+000 33+650 33.650 43+950 44+880 0.930
2 34+060 34+830 0.770 0.000
3 35+640 43+950 8.310 0.000
Total 42.730 Total 0.930
4 & 2 Laning LHS/RHS Total length Km. 43.660 71.03%
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
10. LAND ACQUISITION and UTILITY SHIFTING Data collected from Concessionaire
Andhra Pradesh Tamil Nadu
Total in Ha. (a+b)
Apr’11 1012200 1508600 2520800 2520800 28.89%Appointed dt.7-04-2011
May’11 0 0 0 2520800 28.89%June’11 31210.68 0 31210.68 2552011 29.25%
June’11 0 0 0 2552011 29.25%End of 90days 06-07-2011.
July’11 108023 0 108023 2660034 30.49%Aug’11 72354 254040 326394 2986428 34.23%Sep’11 332212.5 44797 377009.5 3363437 38.55%Oct’11 391236.5 0 391236.5 3754674 43.03%Nov’11 202161.4 577658 779819.4 4534493 51.97%Dec’11 102768 263025 365793 4900286 56.16%Jan’12 129581 99020 228601 5128887 58.78%Feb’12 157755.6 71884 229639.6 5358527 61.41%Mar’12 57566.68 0 57566.68 5416094 62.07%Apr’12 10278 0 10278 5426372 62.19%May’12 739.29 0 739.29 5427111 62.20%June’12 5823.56 0 5823.56 5432934 62.27%July’12 0 106739 106739 5539673 63.49%Aug’12 0 0 0 5539673 63.49%Sept’12 5807.89 0 5807.89 5545481 63.56%Oct’12 0 0 0 5545481 63.56%Nov’12 2817.5 0 2817.5 5548299 63.59%Dec’12 86137.5 0 86137.5 5634436 64.58%Jan’13 0 0 0 5634436 64.58%Feb’13 0 0 0 5634436 64.58%Mar’13 0 0 0 5634436 64.58%Apr’13 0 0 0 5634436 64.58%May’13 2145 212212 214357 5848793 67.03%June’13 0 0 0 5848793 67.03%July’13 0 1052 1052 5849845 67.04%Aug’13 0 0 0 5849845 67.04%Sep’13 0 0 0 5849845 67.04%Oct’13 0 13550 13550 5863395 67.20%Nov’13 0 198815 198815 6062210 69.48%Dec’13 0 32551 32551 6094761 69.85%Jan’14 0 0 0 6094761 69.85%Feb’14 0 0 0 6094761 69.85%Mar’14 0 0 0 6094761 69.85%Apr’14 0 0 0 6094761 69.85%May’14 0 1715 1715 6096476 69.87%June’14 0 0 0 6096476 69.87%July’14 0 0 0 6096476 69.87%Aug’14 0 0 0 6096476 69.87%Sep’14 0 158023 158023 6254499 71.68%Oct’14 0 0 0 6254499 71.68%Nov’14 0 0 0 6254499 71.68%Dec’14 0 0 0 6254499 71.68%Jan’15 0 0 0 6254499 71.68%Feb’15 0 0 0 6254499 71.68%Mar’15 0 0 0 6254499 71.68%Apr’15 0 0 0 6254499 71.68%May’15 0 0 0 6254499 71.68%June’15 0 0 0 6254499 71.68%July’15 0 0 0 6254499 71.68%Aug’15 0 0 0 6254499 71.68%Sep’15 0 0 0 6254499 71.68%Oct’15 0 0 0 6254499 71.68%Nov’15 0 0 0 6254499 71.68%Dec’15 0 0 0 6254499 71.68%Jan’16 0 0 0 6254499 71.68%Feb’16 0 0 0 6254499 71.68%May’16 0 0 0 6254499 71.68%
Total 2710818 3543681 6254499 SqmTotal 271.0818 354.3681 625.4499 Ha
Land
acq
uisit
ion
Rev
enue
Dep
artm
ent
Remarks
Total area required for the Project :- 872.54 Hect.AP-376.77 Ha. TN-495.78 Ha.
Con
cern
ed
Dep
artm
en
Activity
Month
Possession Handed over area in SqmCummulative
Possession Handed over area in Sqm.
% of Land Handed
over
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
From To
1 AP3D published on 25.02.2014 Award is pending
Gajulamandyam 41110 0.650
This includes Gajulamandyam built up
area of 650m totally affected of the total length
from Km. 294+000 - 297+750 which is 3.75 Km.
295.550 296.200
2 AP Vadamala 12870 0.300Includes Entry junction of
Vadamalapeta bypass of 300 m in length
299.450 299.650
3 AP Kadirimangalam 8299 0.550 301.300 301.850
4 AP Padiredu 25664 0.500 302.600 303.100
5 AP S.V.Puram 76990 1.425
This includes way side amenities length of 200m
and Toll plaza length of 600m and exit ramp of Vadamalapet Village.
304.400 304.625
Sub Total (a) 164933.000 3.425 Kms(or) say 16.493 Ha
6 TNPatterai Perumbudur-B 1550.00 0.080 35.000 35.080
7 TN Tirupatchur 4640.00 0.200 43.500 43.7008 TN Vedanginallur 2250.00 0.380 46.600 46.9809 TN Perumalpattu 2749.00 0.250 56.400 56.650
10 TN Ayathur 32980.00 1.750 56.650 58.40011 TN Veppamputtu 7118.00 0.600 58.400 59.00012 TN Pakkam 1140.00 0.200 61.000 61.22013 TN Thiruninravur 14296.00 0.250 61.220 61.47014 TN Thaneerkulam 1933.00 0.070 50.630 50.70015 TN Kakkalur 6320.00 1.000 49.200 50.20016 TN Thozhur 2617.47 0.925 52.660 53.58517 TN Sirukadal 1174.77 0.575 53.585 54.160
950.00 0.250 54.160 54.410
9660.00 0.090 54.410 54.50024288.00 1.500 54.500 56.00012640.00 0.400 56.000 56.400
Sub Total (b) 126306.24 8.520 Kms(or) say 12.63 Ha
Grand Total (a+b)
291239.240 11.945 Kms
(or) say 29.124 Ha
1 TN Pullarampakkam Tank
51000 0.850 Km 45+550 Km 46+400
2 TN Ekkadu Tank 12000 0.200 Km 48+040 Km 48+240Km 50+240 Km 50+630Km 50+700 Km 51+800
4 TN Pakkam Tank 45000 0.750 Km 60+250 Km 61+000Sub Total 197400 3.290 Km
(or) say 19.740 Ha
AP section Land 16.493 3.425TN section (a) Land 12.631 8.520TN section (b) Water bodies 19.740 3.290
Total 48.864 Ha 15.235 Kms
Land Pending issues in AP section (from Km274+800 to 338+030= 63.230Km)
Sl. No.
State Details of Notification Village Name
Extent of Area proposed for Acquisition
(Sqm)
Effected length in Km
RemarksChainage (Km)
Award is approved. Disbursement of
compensation to land owners is to be expedited
Land Pending issues in TN section (from Km0+000 to 61+470= 61.470Km)
3A Published
LPS under progress
18 TNSurvey for Additional land
to be taken upSevvapet
Abstract
Water Bodies
NOC from Govt. of Tamilnadu is awaited.
3 TN Thaneerkulam 89400 1.490
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Toll Plaza
Sl. No.
Chainage Length in m Village Name Remarks
From To
1 305.800 - 600 m S.V.Puram(AP)
The additional land required for Toll plaza at km 305.800 in AP is yet to be handed over. Award is approved and disbursement of compensation is in progress.
2 55.800
(CA location)
- 600 m Sevapet(TN) The additional land required for Tollplaza at Km 55.800 in TN is yet to be acquired
3 38.100 - - PattaraiPerum budur –A(TN)
Temporary Toll plaza location is published in Gazette S.O.2776(E) dated 28.10.2014.
Operation of Toll Plaza:
The Concessionaire completed the project except certain outstanding items shown under Punch List. All the tests as per Schedule-I of Concessionaire Agreement are successful and the Project Highway can be safely and reliably placed in commercial operation. Accordingly Independent Engineer issued Provisional Certificate for the stretch between Tirupati-Tiruthani-Chennai Section on NH-205 on Vide Lr.no CDM/CEI/1112021/865 date 27.02.2015.All the items in the Punch List shall be completed by the Concessionaire within 90 (ninety) days of the date of issue of the Provisional Certificate. The Toll Plaza at Km 305+800 (AP) and Km38+100 (TN) are operational w.e.f 07.00hrs of 01st March 2015. The Concessionaire has not commenced any Punch list items till 31.03.2016.
Wayside Amenities
Sl. No.
Chainage Area (Hect) Village Name Reason
From To
1 304.600 (RHS) - 2 S.V.Puram
Award is approved. Disbursement of compensation to land owners is in progress
2 CA: Km 15.600
LHS (Nabalur Village)
- 2
Ayathur Village (IOCL location)
Proposed by NHAI to utilize the land already acquired in the IOCL Km 56+000 pipe line stretch-LHS. Approval for Change of location from CA location (Km 15+600 LHS) is awaited from Competent Authority,NHAI.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Status of Estimates pending for shifting of various utilities and payment of supervision charges.
See Annexure – x : Consolidated statue of Shifting of Utilities in AP Section.(Page no 117) See Annexure – xi : Abstract of Electrical Estimates in TN Section. (TNEB) (Page no 118-119)
See Annexure – xii: Water Pipe line Estimates in TN Section. (Page no 120) LIST OF RELIGIOUS STRUCTURES IN A.P SECTION.
SL.NO
Proposed Chainage
Types of Structure Mandal Status LHS RHS
1 295.950 Sai baba Temple Renigunta Yet to be removed
2 296.050 Radhagovidha Swamy Temple Renigunta Yet to be removed
3 296.250 Snake Den Renigunta Removed
4 296.944 Ganapathi Temple Renigunta Yet to be removed
5 297.803 Manamma Temple Renigunta Yet to be removed
6 307.000 Angaramma Temple Puttur Yet to be removed
7 312.962 Vinayaka Temple Puttur Yet to be removed
8 313.293 Sri Rama Temple Puttur Removed
9 313.345 Mariyamma Temple Puttur Removed
10 320.985 Vinayaka Temple Puttur Yet to be removed
11 321.058 Sri Rama Temple Puttur Yet to be removed
12 322.813 Vinayaka Temple Puttur Removed
13 326.502 Muttu Marriyamma Temple Nagari Yet to be removed
14 326.702 Kanamma Temple Nagari Yet to be removed
15 327.617 Vinayaka Temple Nagari Yet to be removed
16 328.200 Local God Removed
17 328.692 Old Mandapam Old Mandapam Nagari Yet to be removed
18 331.030 Dandu Marriyamma Temple Nagari Removed
19 331.800 Hanuman Temple Nagari Yet to be removed
20 332.350 Bethel Sharon Church Nagari Yet to be removed
Total Structures – 20nos. (LHS side -9nos RHS side-11nos)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
LIST OF RELIGIOUS STRUCTURES IN T.N SECTION SL.N
O Proposed Chainage Types of Structure
Status LHS RHS
1 7+895 Annapurnamma Temple Yet to be removed
2 7+905 Easwar Temple Yet to be removed 3 7+920 Mandapam Yet to be removed
4 19+390 Temple Yet to be removed
5 19+395 Navagraha Temple Removed
6 19+400 Temple Removed
7 28+035 Durgamma Temple Yet to be removed
8 29+560 Ammavari Temple
Removed
9 34+920 Maaramma Temple Yet to be removed
10 36+640 Angalamma Temple Yet to be removed
11 42+480 Vinayak & Perumal Yet to be removed
12 42+620 Mahakalia Temple Yet to be removed
13 43+000 Church Yet to be removed
14 43+380 Church Yet to be removed Total Structures – 14nos. (LHS side -8nos RHS side-6nos)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
11. Progress of Structures up to March - 2016 The Concessionaire continued to work on structures both in Andhra Pradesh and Tamil Nadu sections. The Concessionaire has to put in extra concentration on the structural works. (The details of progress of works are in Annexure viii, page nos.103-114)
LHS RHS LHS RHS LHS RHS LHS RHSBox Culvert 111 111 100 100 2 1 9 10 51 50 - 1 Slab Culverts (widening) 4 4 2 2 - - 2 2 - - - - Pipe Culverts (widening) 8 8 4 3 - - 4 5 - - - - Minor Bridges 8 8 7 8 1 - - - 3 3 - - Major Bridges 1 2 1 2 - - - - 1 1 - - ROB 1 - - - 1 - - - - - - - VUP 3 3 3 3 - - - - - - - - PUP - - - - - - - - - - - -
LHS RHS LHS RHS LHS RHS LHS RHSBox Culvert 25 25 12 12 6 6 7 7 106 102 1 3 Slab Culverts - - - - - - - - - - - -
Minor Bridges 2 2 1 1 - - 1 1 10 10 - - Major Bridges - - - - - - - - 3 1 2 - ROB - - - - - - - - - - - - VUP 1 1 - - - - 1 1 - - - - PUP 1 1 - - 1 1 - - - - - -
TN Section
Description
4-LANE 2 – LANE
Total Completed In progress Yet to startTotal Completed
In progress
Yet to start
AP Section4-LANE 2 – LANE
Total Completed In progress Yet to startTotal Completed
In progress
Yet to start Description
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
2.1 Progress of Quality Control Report of March - 2016 : A.P-Section
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests Faile
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
OGL/ Emb/ Subgrade/Borrow Area/Shoulder/Median FillingA GSA 1 Test/1500M3 238 238 0 0 0 0 238 238 0B L.L & P.L 1 Test/1500M3 232 232 0 0 0 0 232 232 0C Proctor 1 Test/1500M3 230 230 0 0 0 0 230 230 0D FSI 1 Test/1500M3 230 230 0 0 0 0 230 230 0E CBR 1 Test/3000M3 72 72 0 0 0 0 72 72 0F FDD ( OGL) 1 Test/1000M2 81 81 0 0 0 0 81 81 0G FDD(Emb) 1 Test/3000M3 997 993 4 0 0 0 997 993 4H FDD(Sub) 1 Test/3000M3 1217 1214 3 0 0 0 1217 1214 3I RE Wall 1 Test/3000M3 942 936 6 0 0 0 942 936 6
GSBA Gradation 1 Test/200M3 250 245 5 0 0 0 250 245 5B L.L & P.L 1 Test/200M3 247 247 0 0 0 0 247 247 0C 10% Fines value 1 Test/Source 10 10 0 0 0 0 10 10 0D Proctor As Required 0 0 0 0 0 0 0 0 0E CBR As Required 0 0 0 0 0 0 0 0 0F WA As Required 0 0 0 0 0 0 0 0 0G FDD 1 Test/500M3 466 459 7 0 0 0 466 459 7
WMMA Gradation 1 Test/100M3 320 307 13 0 0 0 320 307 13B L.L & P.L 1 Test/100M3 288 288 0 0 0 0 288 288 0C AIV 1 Test/200M3 210 210 0 0 0 0 210 210 0D EI & FI 1 Test/200M3 189 189 0 0 0 0 189 189 0E Proctor As Required 0 0 0 0 0 0 0 0 0F Specific Gravity
& Wa1 Test/Source 0 0 0 0 0 0 0 0 0
g FDD 1 Test/500M3 867 860 7 0 0 0 867 860 7Prime coat
A Quality of Binder No.of samples per Lot
22 22 0 0 0 0 22 22 0B Rate of Spray 1 Test/500M2 212 212 0 0 0 0 212 212 0
Tack coatA Quality of Binder No.of samples
per Lot24 24 0 0 0 0 24 24 0
B Rate of Spray 1 Test/500M2 690 690 0 0 0 0 690 690 0
1
4
3
2
5
Monthly Progress Report March - 2016 ( I.E. Witnessed) (A.P SECTION)
Sl.no Description of Test
Up to February - 2016 This Month (March - 2016)
Cumulative Total (Up to March - 2016)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests Faile
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
Bitumen (VG30) / (CRMB-60) A Softening point 87 87 0 0 0 0 87 87 0B Ductility 74 74 0 0 0 0 74 74 0C Sp..Gravity 53 53 0 0 0 0 53 53 0D Penetration 80 80 0 0 0 0 80 80 0
DBM/ BC
A Gradation 2 Test/Day /Plant 171 171 0 0 0 0 171 171 0
B Marshall Stability
2 Test/Day /Plant
175 175 0 0 0 0 175 175 0
C Control of Binder content
2 Test/ Day /Plant
179 179 0 0 0 0 179 179 0
D AIV 1 Test/50M3 240 240 0 0 0 0 240 240 0E EI & FI 1 Test/50M3 216 216 0 0 0 0 216 216 0F Stripping value As Required 32 32 0 0 0 0 32 32 0G Soundness As Required 0 0 0 0 0 0 0 0 0H Sand Equivalen As Required 0 0 0 0 0 0 0 0 0I Sp..Gravity&
WA1 Test/Source 26 26 0 0 0 0 26 26 0
J Core Density 1 Test/250M3 1367 1367 0 0 0 0 1367 1367 0
Cement TestsA Fineness No.of samples
per Lot54 54 0 0 0 0 54 54 0
B Consistency No.of samples per Lot
54 54 0 0 0 0 54 54 0C Initial & Final
Setting TimeNo.of samples
per Lot54 54 0 0 0 0 54 54 0
Compressive Strength of Cement CubesA 34 34 0 0 0 0 34 34 0B 44 44 0 0 0 0 44 44 0C 99 99 0 0 0 0 99 99 0
Coarse Aggregates
A Gradation 78 78 0 0 0 0 78 78 0
B AIV 77 77 0 0 0 0 77 77 0
C EI & FI 77 77 0 0 0 0 77 77 0D Sp..Gravity& WA 27 27 0 0 0 0 27 27 0
10One Test for everydays work of each fraction of coarse aggregate and fine
aggregate initially : may be relaxed later at the
discretion of the Engineer
93 Days7 Days
28 Days
6 No.of samples per Lot
8
7
Sl.no Description of Test
Up to February - 2016 This Month (March - 2016)
Cumulative Total (Up to March - 2016)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests Faile
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
Fine Aggregates
A Gradation 77 77 0 0 0 0 77 77 0
B Sp..Gravity& WA 27 27 0 0 0 0 27 27 0
Compressive Strength of Concrete CubesM15 171 171 0 0 0 0 171 171 0M20 203 203 0 0 0 0 203 203 0M25 522 522 0 0 0 0 522 522 0M30 284 284 0 0 0 0 284 284 0M35 257 257 0 0 0 0 257 257 0M40 318 318 0 0 0 0 318 318 0M45 48 48 0 0 0 0 48 48 0M50 26 26 0 0 0 0 26 26 0M15 252 252 0 0 0 0 252 252 0M20 274 274 0 0 0 0 274 274 0M25 1035 1035 0 0 0 0 1035 1035 0M30 645 645 0 0 0 0 645 645 0M35 480 480 0 0 0 0 480 480 0M40 555 555 0 0 0 0 555 555 0M45 71 71 0 0 0 0 71 71 0M50 43 43 0 0 0 0 43 43 0
12
7 Days
28 Days
11One Test for everydays work of each fraction of coarse aggregate and fine
aggregate initially : may be relaxed later at the
discretion of the Engineer
Sl.no Description of Test
Up to February - 2016 This Month (March - 2016)
Cumulative Total (Up to March - 2016)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
No.of Test Conducted
No.of Tests
Passed
No.of Tests
Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests
Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
a GSA 1 Test/1500 M3
24 24 0 0 0 0 24 24 0
b LL & PL 1 Test/1500 M3 24 24 0 0 0 0 24 24 0
c Proctor 1 Test/1500 M3
24 24 0 0 0 0 24 24 0
d FSI 1 Test/1500 M3
24 24 0 0 0 0 24 24 0
e CBR 1 Test/3000 M3 13 13 0 0 0 0 13 13 0
f FDD 1 Test/1000 M2
26 23 3 0 0 0 26 23 3
a GSA 1 Test/1500 M3
131 131 0 0 0 0 131 131 0
b LL & PL 1 Test/1500 M3 109 109 0 0 0 0 109 109 0
c Proctor 1 Test/1500 M3
109 109 0 0 0 0 109 109 0
d FSI 1 Test/1500 M3
109 109 0 0 0 0 109 109 0
e CBR 1 Test/3000 M3 31 31 0 0 0 0 31 31 0
f FDD(Emb) 1 Test/1000 M2
754 728 26 0 0 0 754 728 26
g FDD(Sub) 1 Test/500 M2
478 449 29 0 0 0 478 449 29
a Gradation 1 Test/200 M3 166 159 7 0 0 0 166 159 7
b LL & PL 1 Test/200 M3
135 135 0 0 0 0 135 135 0
c 10 %Fines Value
1 Test/Source
0 0 0 0 0 0 0 0 0
d Proctor AsRequired 0 0 0 0 0 0 0 0 0
e CBR AsRequired
0 0 0 0 0 0 0 0 0
f WA 1 Test/Source
0 0 0 0 0 0 0 0 0
g FDD 1 Test/500 M2 286 267 19 0 0 0 286 267 19
Monthly Progress Report March - 2016 ( I.E. Witnessed) (T.N SECTION)
Sl.no Description of Test
Up to February - 2016 This Month (March - 2016)
Cumulative Total (Up to March - 2016)
OGL
1
3
2
GSB
Emb/Subgrade/Borrow Area/Median Filling
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
No.of Test Conducted
No.of Tests
Passed
No.of Tests
Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests
Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
a Gradation 1 Test/100 M3 222 208 14 0 0 0 222 208 14
b LL & PL 1 Test/100 M3 198 198 0 0 0 0 198 198 0
c AIV 1 Test/200 M3 164 164 0 0 0 0 164 164 0
d EI & FI 1 Test/200 M3 156 155 1 0 0 0 156 155 1
e Proctor AsRequired 0 0 0 0 0 0 0 0 0
f Specific Gravity
1 Test/Source 0 0 0 0 0 0 0 0 0
g FDD 1 Test/500 M2
458 446 12 0 0 0 458 446 12
a Quality of Binder
No of Sample per Lot 0 0 0 0 0 0 0 0 0
b Rate of Spray of Binder
1 Test/500 M2 148 148 0 0 0 0 148 148 0
a Quality of Binder
No of Sample per Lot 2 2 0 0 0 0 2 2 0
b Rate of Spray of Binder
1 Test/500 M2
772 771 1 0 0 0 772 771 1
a Softening Point 37 37 0 0 0 0 37 37 0
b Ductility 37 37 0 0 0 0 37 37 0
c Penatration @ 25• C 37 37 0 0 0 0 37 37 0
a Softening Point 30 30 0 0 0 0 30 30 0
b Elastic recovery 30 30 0 0 0 0 30 30 0
c Penatration @ 25• C
30 30 0 0 0 0 30 30 0
Sl.no Description of Test
Up to February - 2016 This Month (March - 2016)
Cumulative Total (Up to March - 2016)
4
5
Tack Coat
WMM
6
Prime Coat
Bitumen Test(VG-30)
7 No of Sample per Lot
Bitumen Test(CRMB)
8 No of Sample per Lot
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests
Failed
a Gradation 2 Test/Day/Plant
71 71 0 0 0 0 71 71 0
b Marshall Stability
2 Test/Day/Plant 80 80 0 0 0 0 80 80 0
cControl of
Binder content and grading of
mix
2 Test/Day/Plant 83 83 0 0 0 0 83 83 0
d AIV 1 Test/50 M3
122 122 0 0 0 0 122 122 0
e EI & FI 1 Test/50 M3
122 122 0 0 0 0 122 122 0
f Stripping Value As Required 0 0 0 0 0 0 0 0 0
g Soundness As Required 0 0 0 0 0 0 0 0 0
h Sand Equvalent
As Required 0 0 0 0 0 0 0 0 0
iSpecific Gravity 1 Test/ Source 0 0 0 0 0 0 0 0 0
jDensity of Compacted
1 Test/250 M2 326 326 0 0 0 0 326 326 0
a Gradation 2 Test/ Day/Plant
48 48 0 0 0 0 48 48 0
b Marshall Stability
2 Test/ Day/Plant 49 49 0 0 0 0 49 49 0
cControl of
Binder content and
2 Test/ Day/Plant 49 49 0 0 0 0 49 49 0
d AIV 1 Test/50 M3
98 98 0 0 0 0 98 98 0
e EI & FI 1 Test/50 M3
91 91 0 0 0 0 91 91 0
f Stripping Value
AsRequired 0 0 0 0 0 0 0 0 0
g Soundness AsRequired
0 0 0 0 0 0 0 0 0
h Sand Equvalent
AsRequired
0 0 0 0 0 0 0 0 0
iSpecific Gravity
1 Test/Source
1 1 0 0 0 0 1 1 0
jDensity of Compacted
1 Test/250 M2 311 311 0 0 0 0 311 311 0
Sl.no Description of Test
Up to February - 2016 This Month (March - 2016)
Cumulative Total (Up to March - 2016)
DBM
9
BC
10
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
No.of Test Conducted
No.of Tests
Passed
No.of Tests
Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests
Failed
No.of Test Conducted
No.of Tests
Passed
No.of Tests Failed
a Fineness No of Sample per Lot 94 94 0 0 0 0 94 94 0
b Consistency No of Sample per Lot 94 94 0 0 0 0 94 94 0
cInitial &
Final setting No of Sample
per Lot 94 94 0 0 0 0 94 94 0
12 a 3 Days 97 96 1 0 0 0 97 96 113 b 7 Days 103 101 2 0 0 0 103 101 2
14 c 28 Days 100 97 3 0 0 0 100 97 3
a Gradation 116 116 0 0 0 0 116 116 0
b AIV 34 34 0 0 0 0 34 34 0
c FI 34 34 0 0 0 0 34 34 0
dSpecific Gravity 0 0 0 0 0 0 0 0 0
a Gradation 116 116 0 0 0 0 116 116 0
bSpecific Gravity
WA0 0 0 0 0 0 0 0 0
a M15 138 138 0 0 0 0 138 138 0b M20 7 7 0 0 0 0 7 7 0c M25 293 293 0 0 0 0 293 293 0c M30 84 84 0 0 0 0 84 84 0d M35 89 88 1 0 0 0 89 88 1e M40 50 50 0 0 0 0 50 50 0f M45 14 14 0 0 0 0 14 14 0a M15 207 207 0 0 0 0 207 207 0b M20 42 42 0 0 0 0 42 42 0b M25 544 544 0 0 0 0 544 544 0c M30 215 215 0 0 0 0 215 215 0d M35 257 257 0 0 0 0 257 257 0e M40 96 96 0 0 0 0 96 96 0f M45 38 38 0 0 0 0 38 38 0
Sl.no Description of Test
Up to February - 2016 This Month (March - 2016)
Cumulative Total (Up to March - 2016)
Coarse Aggreegate
Cement-Test
11
Compressive Strength of Cement mortar cubes
Cement Morter Cubes
7 Days
28 Days
15
One test for every day's work of each fraction of coarse and
fine agg initially:may be relaxed later at the discretion of
the EngineerFine Aggreegate
16
One test for every day's work of each fraction of coarse
and fine agg initially:may be
relaxed later at the discretion of the
Engineer
Compessive Strength of Concrete Cubes
17
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
13. Weather Report of March - 2016 - AP Section Data collected from Concessionaire.
Max (oC) Min (oC)1 01.03.2016 33° 24° 52 0 Sunny day2 02.03.2016 32° 24° 50 0 Sunny day3 03.03.2016 33° 23° 48 0 Sunny and very warm4 04.03.2016 33° 23° 49 0 Sunny and very warm5 05.03.2016 34° 23° 52 0 Sunny and very warm6 06.03.2016 33° 23° 48 0 Sunny and very warm7 07.03.2016 33° 23° 51 0 Sunny and very warm8 08.03.2016 33° 23° 49 0 Sunny and very warm9 09.03.2016 34° 23° 50 0 Sunny day
10 10.03.2016 34° 24° 51 0 Sunny day11 11.03.2016 34° 23° 52 0 Sunny day12 12.03.2016 35° 25° 55 0 Sunny day13 13.03.2016 35° 24° 48 0 Sunny and very warm14 14.03.2016 35° 25° 49 0 Sunny and very warm15 15.03.2016 34° 24° 51 0 Sunny and very warm16 16.03.2016 34° 24° 48 0 Sunny day17 17.03.2016 34° 25° 50 0 Sunny day18 18.03.2016 34° 25° 51 0 Sunny and very warm19 19.03.2016 37° 23° 48 0 Sunny and very warm20 20.03.2016 38° 24° 46 0 Sunny and very warm21 21.03.2016 38° 24° 47 0 Sunny and very warm22 22.03.2016 38° 26° 48 0 Sunny and very warm23 23.03.2016 37° 26° 47 0 Sunny and very warm24 24.03.2016 35° 26° 48 0 Sunny and very warm25 25.03.2016 34° 24° 46 0 Sunny day26 26.03.2016 34° 24° 49 0 Sunny day27 27.03.2016 34° 23° 51 0 Sunny and very warm28 28.03.2016 34° 23° 53 0 Sunny day29 29.03.2016 35° 25° 51 0 Sunny day30 30.03.2016 35° 25° 50 0 Sunny day31 31.03.2016 35° 25° 49 0 Sunny day
0Total Rainfall (mm)
S.No. DateTemperature Humidity
(%)Rain Fall
in mm Weather
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Weather Report of March - 2016 - T.N. Section Data collected from Concessionaire.
Max (oC) Min (oC)1 01.03.2016 32° 23° 50 0 Sunny day2 02.03.2016 34° 24° 48 0 Sunny day3 03.03.2016 35° 25° 55 0 Sunny 4 04.03.2016 34° 21° 54 0 Sunny 5 05.03.2016 36° 22° 50 0 Sunny 6 06.03.2016 34° 24° 54 0 Sunny 7 07.03.2016 35° 22° 50 0 Sunny 8 08.03.2016 32° 24° 52 0 Sunny 9 09.03.2016 36° 25° 53 0 Sunny day
10 10.03.2016 35° 23° 50 0 Sunny day11 11.03.2016 33° 24° 50 0 Sunny day12 12.03.2016 36° 23° 54 0 Sunny day13 13.03.2016 34° 22° 49 0 Sunny 14 14.03.2016 35° 23° 51 0 Sunny 15 15.03.2016 35° 25° 53 0 Sunny 16 16.03.2016 33° 22° 50 0 Sunny day17 17.03.2016 35° 23° 53 0 Sunny day18 18.03.2016 36° 24° 54 0 Sunny 19 19.03.2016 38° 25° 49 0 Sunny 20 20.03.2016 39° 26° 45 0 Sunny 21 21.03.2016 36° 25° 46 0 Sunny 22 22.03.2016 37° 25° 47 0 Sunny 23 23.03.2016 38° 24° 48 0 Sunny 24 24.03.2016 34° 25° 46 0 Sunny and very warm25 25.03.2016 35° 23° 47 0 Sunny day26 26.03.2016 36° 25° 48 0 Sunny day27 27.03.2016 35° 24° 50 0 Sunny and very warm28 28.03.2016 36° 23° 49 0 Sunny day29 29.03.2016 35° 24° 50 0 Sunny day30 30.03.2016 34° 23° 51 0 Sunny day31 31.03.2016 36° 24° 48 0 Sunny day
0Total Rainfall (mm)
S.No. DateTemperature Humidity
(%)Rain Fall
in mm Weather Remarks
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
14. PLANTS AVAILABLE AT SITE:
PLANTS IN ANDHRA SECTION
Sl. No. Description Nos. Status
1 Puzzulona Crusher Plant -200 TPH 1 In Operation
2 Mobile Crusher Plant -200 TPH 1 In Operation
3 Apollo Wet Mix Plant -200 TPH 1 In Operation
4 Speco Hot Mix Plant 160 TPH 1 In Operation
5 Schwing Stetter Batching Plant -60 cum/Hr 1 In Operation
PLANTS IN TAMILNADU SECTION
Sl. No. Description Nos. Status
1 Puzzulona Crusher Plant -200 TPH 1 In Operation
2 Puzzulona Crusher Plant -200 TPH - 1 no - Removed
from site on 06.07.2015
3 Metso Crusher Plant – 240 TPH - 1 no. removed from site on 23.08.2014.
4 Hot Mix Plant Linnhoff– 160 TPH - 1 no - Removed from site on 25.03.2014
5 WMM Plant Mac Mix – 200 TPH - 1 no - Removed from site on 15.03.2014
6 Batching Plant Stetter – 60cum/Hr - 1 no - Removed
from site on 30.12.2013
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
15. COMMENTS OF TEAM LEADER: 1. Progress: The cumulative financial progress reported by Concessionaire up to March - 2016 is 101.87% (Rs. 581.675Crores). Break up details are not submitted by the Concessionaire in spite of several reminders. Concessionaire completed 100.825Kms (80.85%) of DBM and 99.260 Kms (79.60%) of BC.
Concessionaire commenced and completed the Service Road Works up to DBM level (Not covered in CA but recommended by IE to the Client as Change of Scope for an extra width of 1.5m) @ Thiruchanoor VUP at Ch. 286+789 and @ Puttur VUP at Ch. 317+600.
2. Punch list items:
There is no initiative from Concessionaire for commencement of punch list items. Regular pursuation with Concessionaire vide Letter no CDM/CEI/1112021/865 dt.27.02.2015 and CEI-Pj/NHAI/TRP/1112021 /2015/ 1265 dt.01.06.2015 does not yield any result.
An amount of Rs 3,42,60,000/- is worked out towards recovery of damages from the Concessionaire for the period from 28.05.2015 to 24.09.2015. ie for 120 days which period is allowable, beyond the initial period of 90 days as per Clause 14.4.1 of CA and reported to the Authority vide lr.no CEI-Pj/ NHAI/TRP/1112021 /2015/1351 dt.29.09.2015 with a request to recover damages from Concessionaire and also to issue an intention of Termination Notice to the Concessionaire under Clause 37.1.2 of CA. As no notice was issued to the Concessionaire, the Authority was once again requested to take necessary action against the Concessionaire vide Lr.no CEI-Pj/ NHAI/TRP/ 1112021 /2015/1370 dt.02.11.2015.
Since there is no response from the Concessionaire for commencement of Punch list items, and also as no action is taken by the Authority against to Concessionaire an amount of Rs8,82,19,500/- is worked out towards damages for the Period from 28.05.2015 to 31.03.2016,for not complying the Punch list items beyond the admissible period and informed the Authority to recover the damages from the Concessionaire vide Lr no CEI-Pj/ NHAI/TRP/ 1112021 /2016/1469 dt.05.04.2016. In addition to it, the IE strongly recommended to the Authority to issue Termination notice to the Concessionaire.
3.Non Submission of MPRs:
Concessionaire stopped submission of MPRs since July 2014. There is no response to IE’s Letter no CEI-Pj/NHAI/TRP/1112021/2014/1082dt.24.09.2014, Letter no CEI-Pj/NHAI/TRP /1112021/2015/1220 dt.19.02.2015 and Letter no CEI-Pj/NHAI/TRP/1112021 /2015/ 1235 dt.15.04.2015 and Letter.no CEI-Pj/NHAI/TRP/1112021 /2015/ 1286 dt.26.06.2015,CEI-Pj/NHAI/ TRP/1112021 /2015/1321 dt.17.08.15,CEI-Pj/NHAI/TRP/1112021/2015/1342.dt.12.09.2015, CEI-Pj/ NHAI/TRP/1112021/2015/1356.dt.08.10.2015,CEI-Pj/NHAI/TRP/1112021/2015/1376.dt 13.11.2015, CEI-Pj/NHAI/TRP/1112021/2015/1386.dt03.12.2015, CEI-Pj/NHAI/TRP/1112021 /2016/ 1407. dt 04.01.2016, CEI-Pj/NHAI/TRP /1112021/2016/ 1430. dt 10.02.2016,CEI-Pj/NHAI/TRP /1112021/ 2016/1446. dt 02.03.2016 and CEI-Pj/NHAI/TRP /1112021/ 2016/1470. dt 05.04.2016 Authority is requested to direct the Concessionaire for submission of same to the IE.
4. Non-Closure of NCRs:
15 Nos. are still pending for closure by Concessionaire. Even though sufficient time lapsed, there is lukewarm response from the Concessionaire for attending to the same.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
5.Utility Shifting: Concessionaire reported that Utilities Shifting is to be done in some stretches and Land
Acquisition is to be done by NHAI in some stretches. Both activities are kept in progress by NHAI & Concessionaire.
6. Extension of Time:
Concessionaire has submitted representation for Revision of Mile Stones and for completion of works. Details were called for by IE vide Lr.no CEI-PJ/NHAI/TRP/1112021 /2013/ 792. dt.31.12.2013. Concessionaire has submitted the desired details for Revision of Mile stones and Interim Extension of time vide Lr.no:TTTCTPL/SPV/Milestone/2014/685.dt: 25.04.2014 for 719 days i.e., up to 22.09.2015.
IE recommended interim EOT for 384 days ie., up to 22.10.2014 vide Lr.no.CEI-Pj/NHAI/TRP /1112021/2014/995.dt.29.05.2014 duly considering the delays attributable to Authority for not handing over of the land within 90 days from the appointed date.
The EOT is granted upto 27.02.2015 excluding the stretches where making available unencumbered land is delayed due to land Acquisition or Court Intervention where the work will be completed within 12 months from the date of such unencumbered land made available. However, there shall be no extension in Concession Period on account of this extension of time and it shall remain as 30 years from the Appointed Date i.e. from 07.04.2011 to 06.04.2041.
7. Change of scope: IE recommended the COS for service roads with rough cost estimate to Authority vide letter
No. CEI-Pj/NHAI/TRP/1112021/2014/812 dt.18.01.2014.Authority vide letter no. NHAI/1801/97/09/ PIU. Chennai/2952 dated 27.10.2014 sought clarifications on this issue. Replies submitted to Authority vide Lr.No: CEI/CDM/1112021/1275 dated: 13.08.2015 duly recommending for an extra width of 1.50M Service Road as COS. Regarding junctions COS, compliance to be received from Concessionaire. Regarding Major Bridges, Minor Bridges, VUP and Box Culverts COS, the proposals are not tenable. Hence not recommended duly informing to Authority vide letter no: CEI-Pj/NHAI/TRP/1112021/2013 /743 dt: 14-11-2013.
The Project Highway crosses the State Highway (SH 57) which is 4 lane width at Km47+655. Hence it is proposed to increase the span length of VUP at Km 47+655 from 11.60m to 25.00m.Net financial implication involved due to increase in length of span and also for providing extra width of 1.50m of Service road worked out to Rs.3.59 Crores and the Authority vide Lr.no. CEI/CEI/1112021 /1497dt: 03-11-2015 was informed to consider the same under Change of Scope to the Concessionaire.
Based on the representation of Public of Ayathur Village and also due to necessity, one VUP at Km 57+840 costing about Rs 12.57 Crores was reported to the Authority vide Lr.no. CEI-Pj/NHAI /TRP/1112021/2016/1417 dt: 19-01-2016.On the representation of Public of Veppampattu Panchayat and also due to necessity, one PUP at Km 60+260 costing above 90.00 Lakhs was reported to the Authority for considering it under change of Scope vide Lr.no. CEI-Pj/NHAI/TRP/1112021/2016/ 1418 dt: 19-01-2016.
During site visit on 27.11.2015 by Chairman, NHAI, New Delhi, it was orally directed to initiate proposals for construction of VUP at Km 293+750 ie., near KLM Junction. It is costing about Rs 18.20 Crores (approximately) and report was submitted to the Authority vide Lr.no. CEI-Pj/NHAI/ TRP/1112021/2016/1442 dt: 24-02-2016.
As per directions of PD, PIU, NHAI, Chennai, a report was submitted to Authority for Construction of PUP @ Km290+700 vide this Office Lr.no CEI-Pj/NHAI/ TRP/1112021/2016/1465 dt: 23-03-2016 under COS.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
8.Provisional Completion Certificate:
Authority conveyed In-principle approval of Executive Committee (EC) during 196th meeting on 04.06.2014 at Delhi vide letter no:NHAI/18011/97/PIU.Chennai/1900 dated:14.07.2014 for issue of PCC for the completed operational length of 95.980 Km(76.97%) only subject to completion of balance works listed in Annexure-A. Concessionaire has completed all balance works. IE issued the recommendation for issue of Provisional Completion Certificate vide letter no: CDM/CEI/ 0708055/806 dt: 29-01-2015.Authority conveyed to IE for issue of Provisional completion Certificate vide Lr.no. NHAI/18011/97/09/PIU.Chennai/555 dt.27.02.2015 and IE issued Provisional Certificate vide Lr.no. CDM/ CEI/1112021/865 dt.27.02.2015.
9. Tests:
No test were conducted for Construction items during the month due to no progress.
10. Design & Drawings: The status of Review of Designs & Drawings furnished by IE Head Office & Site office are
given vide page numbers from 14-32. GFC drawings, Cross sections and Compliance to IE’s comments are pending since a long
time. Concessionaire failed to submit the same in time.
11. Force Majeure Event: Force Majeure Event notice has been given by Concessionaire vide Lr.no.. TTTCTPL/SPV
/Bandh/2013.dt.03.10.2013 However, the Concessionaire has been informed to furnish the details as per the requirements of CA vide Lr.no CEI-PJ/NHAI/TRP/1112021/2013/706. dt.10.10.2013.Details are awaited. Concessionaire vide Lr.no TTTCTPL/SPV/Toll Operations/2015/821,dt.31.03.2015 received in the office on 10.04.2015 reported, about stoppage of Toll operations by local Public at Toll plaza @ Km305+800 without following the procedure setback for Force Majeure Event vide Clause 34.5.1 of CA.
12. Road Safety:
Concessionaire has not submitted Compliance for RSC observations for Work Zone Audits Oct-2011 to May-2014 (Total #10 Audit reports) and Accident Analysis report 2 audit reports. M/s HAKS RSC conducted Comprehensive Road safety Audit in PCC stretches on 17.12.2014 and submitted the report vide Lr no NHAI/18011/97/09/PIU. Chennai/112,dt.12.01.2015. IE submitted the observations on RSC Audit report to Authority vide Lr.no CEI-Pj/NHAI/ TRP/1112021/2015 /1197,dt.13.01.2015 Concessionaire submitted the compliance report on audit vide Lr.no TTTCTPL/SPV /Safety Report/2015/815, dt.28.01.2015 IE forwarded the Concessionaire compliance report on Safety Audit with IE comments to Authority vide Lr.no CEI-Pj/NHAI/TRP/1112021 /2015 /1209,dt.28.01.2015. IE vide Mail dt.12.05.2015 has informed the Concessionaire to submit detailed report regarding compliance on the observations made by M/s HAKS, Road safety consultant vide Lr.no. 2015/HAKS/CSAR#F/RSC_39/NHAI/2625.dt.27.04.2015.But till today the Concessionaire has not submitted action taken report.
IE vide Lr.no.CEI-Pj/NHAI/TRP/1112021/2015 /1209,dt.28.01.2015/1264.dt.30.05.2015 has informed the Concessionaire that one Black spot exists at Km 5+300 (Curve Portion) in TN section and requested to take up remedial action to avoid Accidents. But there is no response from the Concessionaire till to date.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
IE and Concessionaire conducted the 27th Road Safety week 2016 successfully in the Project Highway with slogan of “Road Safety – Time for Action” The report with all activities conducted during celebration submitted to Authority vide Lr.no. CEI-Pj/NHAI/TRP/1112021/ 2016/1419, dt.20.01.2016. 13. CGM (PQ) Compliance Testing:
Concessionaire conducted the tests for DBM, BC layers by extracting cores and by collecting sample through the agency engaged Anna University, Chennai on 20.09.2014 in compliance to CGM (PQ) observations during their visit on Oct 2012. Test Report was submitted by Concessionaire to IE for review. IE forward the test reports to Authority vide Lr.no. CEI-Pj/NHAI/TRP/1112021 /2014/1168 dated. 10.12.2014 for necessary action. 14. ETC Lanes, WIM, Static Weigh Bridge:
CGM (RO) Chennai conducted meeting at Chennai on 23.09.2014 regarding provision and implementation of ETC lanes at Toll Plazas. Concessionaire is directed to provide ETC lanes, WIM at each lane and Static Weigh Bridge vide IE Letter no CEI-Pj/NHAI/TRP/1112021/2014/1085 dated 24.09.2014. ETC lanes work not started in AP&TN section so far. Regarding non provision of weigh in motion systems in each lane, a detailed Justification Report was submitted to Authority vide Lr.no.CEI-Pj/NHAI/TRP/1112021 /2014/1182 dated. 19.12.2014
Inspite of continuous pursuation, Concessionaire is not coming forward for completion of ETC Lanes, Weigh in Motion Systems in all lanes (4nos provided in AP section but not functioning) and installation of Static Weigh Bridges 2 nos. in AP section and 2 nos. in TN section.
Concessionaire was informed about Non functioning of 4 Nos. WIM at Toll Plaza at Km 305+800 and Non functioning of 2 Nos. Static Weigh Bridges at Temporary Toll Plaza at 38+100 vide Lr.no.CEI-Pj/NHAI/TRP /1112021 /2016/1406 dated.04.01.2016. But, there is no response from the Concessionaire. 15. Traffic Aid Posts/Vehicle Rescue Posts/Mobile Police Squad/Highway Patrol Units/Cranes and Medical Aid Posts :
As per Article 20 & 21 of CA, Concessionaire is directed to provide Traffic Aid Post, Medical Aid Post, Vehicle Rescue Post, Mobile Patrol Squads, Cranes vide IE Lr.no. CEI-Pj/ NHAI/RP/1112021 /2014/1083 dated.24.09.2014. & IE Lr.no. CEI-Pj/NHAI/ TRP/1112021 /2014/ 1084 dated.24.09.2014. Temporary Posts for Traffic Aid, Medical Aid are completed at AP & TN Toll plazas. Concessionaire mobilized 2 nos Route Patrol Vehicles,2nos Ambulances and 2 nos Cranes at Toll plazas on the date of PCOD. O&M centre also made available at the base camp Km304+800 at AP Section.
Concessionaire not taken any action for replacement of substitute Vehicle provided in TN section with Standard Route Patrol Vehicle as pointed out vide our Lr no CEI-Pj/NHAI/TRP/ 1112021 /2015/1308 dt. 30.07.2015.Crane is not available at Temporary Toll Plaza at Km 38+100 and hence a report was submitted to Authority vide this Office Lr.no CEI-Pj/NHAI/TRP/1112021/2016/1475 dt. 06.04.2016 to issue notice to the Concessionaire.
16. Maintenance of PCOD stretches, Existing lanes, Diversion roads, etc.,
Concessionaire stopped all maintenance activities and no machinery and no Maintenance Manpower is available at site. There is no response from the Concessionaire to the notices served by IE and to the instructions issued during site visits except attending some minor repair works in half way condition during the periods from 07.09.2015 to 19.09.2015 and from 12.10.2015 to 23.10.2015, from05.11.2015 to 07.11.2015, from 12.11.2015 to 14.11.2015, from 16.11.2015 to 19.11.2015, from 26.11.2015 to 28.11.2015,from 23.12.2015 to 24.12.2015, from 06.01.2016 to 07.01.2016, from 11.01.2016 to 12.01.2016,09.02.2016 and 12.02.2016 that too not to the specifications.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
17. Flood damages in the month of November and action taken by Concessionaire during March - 2016:
Due to heavy and uninterrupted rains from 14th to 16th of November, the existing old Major bridge @ Km.33+910 and the existing old Cause way @ Km.35+280 were over flown with flood water and the traffic was completely stopped on 16.11.2015 & 17.11.2015. After receding of flood water, it is observed that many of the vents of Bridge & Causeway were blocked with large bushes and parapet walls of the Bridge and Cause way were washed away for a length of 4M and 24.00M respectively. Wearing coat over the deck slabs of these structures was damaged at some places. The District Administration has informed the Concessionaire not to allow traffic on the Bridge @ Km.33+910 till furnishing of Assurance Certificate by the Authority to the effect that this Bridge is fit to allow traffic. Hence, traffic was diverted to ply from Kanakammachatram @ Km.25/6 to Km.343/6(Arakonam Junction) via Thiruvalangadu. As per the arrangement made by the Concessionaire Mr.Nageswara Rao, Professor, IIT, Chennai has inspected the Bridge on 19.11.2015. The Professor has given report on 20.11.2015 recommending for plying of vehicular traffic over the Bridge as no damage occurred to the Bridge and the Bridge is in sound condition. Based on the recommendation of the Professor, traffic was restored with effect from 10.00 Am on 22.11.2015.
However due to sudden release of flood water from Ammapalle tank near pallipattu on upstream side, these structures were again over flown on 24.11.2015 and the traffic was stopped. The flood water receded at 9.00 AM on 25.11.2015 and as per the instructions of the District Administration, only Light vehicles were being allowed over these 2 structures. All types of vehicles are allowed since 24.12.2015.
During the rainy period, nowhere in the AP & TN sections of Project Stretch, Highway breached except formation of Pot Holes and also except at the above 2 locations, traffic was not interrupted at any other place. Due to heavy rains, the sides of deep cut portions from Km.306+500 to Km.308+080 were collapsed and earth was fallen on MCW and affected the free passage of traffic. Earth on MCW and Shoulders was removed and traffic restored. Slope protection works are not yet attended.
Minor erosions in the berms and slopes of the embankment occurred at some places and the same are yet to be attended by Concessionaire. The Concessionaire attended reconstruction of damaged parapet walls for the Bridge and Causeway. Patches in the damaged portions of wearing coat are not yet attended by Concessionaire.
Concessionaire completed filling up of Pot holes and carried out patch works at some locations during the month Feb’2016.
18. General:
There are no rains in A.P. and T.N. sections of the Project. Good weather in the month of March - 2016.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
16. ANNEXURES:
(i) Strip Chart – Highway
(ii) PCC –Annexure - A Status on 31.03.2016
(iii) Summary of DBM completed 4-lane & 2-Lane(B/S)
Up to March - 2016.
(iv) RE wall work progress and Project facilities work Progress.
(v) Accident data for March - 2016.
(vi) Summary of NCRs for March - 2016.
(vii) Status of ROB – AP. Section
(viii) Status of Structures
(ix) Progress Photographs.
Independent Engineer CDM Smith Inc
In Joint Venture withCDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 64
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
274+
800
274+
850
274+
900
274+
950
275+
000
275+
020
275+
050
275+
100
275+
150
275+
200
275+
250
275+
280
275+
300
275+
330
275+
350
275+
365
275+
400
275+
420
275+
450
275+
500
275+
550
275+
600
275+
650
275+
700
275+
710
276+
025
275+
750
275+
800
275+
850
275+
900
275+
920
275+
950
276+
000
276+
050
276+
100
276+
150
276+
200
276+
250
276+
300
276+
350
276+
375
276+
400
276+
450
276+
500
276+
540
276+
550
276+
600
276+
610
276+
650
276+
676
276+
700
276+
750
276+
800
276+
847
276+
850
276+
900
276+
950
277+
000
277+
047
277+
050
277+
100
277+
150
277+
200
277+
250
277+
300
277+
350
277+
400
277+
450
277+
500
277+
550
277+
600
277+
650
277+
700
277+
750
277+
800
277+
850
277+
900
277+
950
278+
000
278+
030
278+
050
278+
100
278+
150
278+
200
278+
250
278+
300
278+
350
278+
370
278+
400
278+
450
278+
500
278+
550
278+
600
278+
650
278+
700
278+
750
278+
780
278+
800
278+
850
278+
900
278+
950
279+
000
279+
050
279+
060
279+
100
279+
150
279+
160
279+
200
279+
250
279+
300
279+
350
279+
362
279+
400
279+
450
279+
500
279+
550
279+
561
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
279+
600
279+
650
279+
700
279+
750
279+
800
279+
850
279+
900
279+
950
279+
970
280+
000
280+
050
280+
100
280+
150
280+
200
280+
250
280+
300
280+
350
280+
400
280+
450
280+
500
280+
550
280+
600
280+
650
280+
700
280+
750
280+
800
280+
850
280+
900
280+
950
281+
000
281+
050
281+
100
281+
150
281+
159
281+
200
281+
210
281+
250
281+
300
281+
350
281+
400
281+
450
281+
500
281+
550
281+
600
281+
650
281+
700
281+
750
281+
800
281+
850
281+
900
281+
950
282+
000
282+
040
282+
050
282+
100
282+
150
282+
200
282+
250
282+
300
282+
350
282+
400
282+
450
282+
500
282+
550
282+
600
282+
650
282+
700
282+
750
282+
800
282+
850
282+
900
282+
950
283+
000
283+
050
283+
100
283+
150
283+
200
283+
250
283+
300
283+
320
283+
350
283+
400
283+
450
283+
500
283+
550
283+
600
283+
650
283+
700
283+
750
283+
800
283+
850
283+
900
283+
950
284+
000
284+
050
284+
100
284+
150
284+
200
284+
250
284+
300
284+
350
284+
380
284+
400
284+
420
284+
450
284+
500
284+
550
284+
600
284+
650
284+
700
284+
750
284+
800
284+
850
284+
900
284+
950
285+
000
285+
050
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
Box C
ulvert (1 x 1.5 x 1.7)
LEGEND: OGL Emb Top SG Top GSB Top WMM Top Kerb DBM
Box C
ulvert (1 x 1.5 x 2.0)
Box C
ulvert (1 x 1.5 x 1.5)
Box C
ulvert (1 x 1.5 x 2.0)
Pipe Culvert (1 x 1.0 x 1.0)
Box C
ulvert (1 x 1.5 x 1.5)
Box C
ulvert (1 x 2.0 x 2.0)
Box C
ulvert (1 x 2.0 x 2.0)
Box C
ulvert (1 x 1.5 x 1.5)
Box C
ulvert (1 x 1.5 x 2.2)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 279+560 TO 285+050(4-Lane)
Box
Cul
vert
(1 x
1.5
x 2
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 2
.0)
Pipe
Cul
vert
(1 x
1.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box C
ulvert (1 x 5.0 x 2.0)
Box C
ulvert (1 x 5.0 x 1.8)
Box C
ulvert (1 x 1.5 x 1.7)
Box C
ulvert (1 x 5.0 x 1.2)
Box C
ulvert (1 x 1.5 x 1.5)
Pipe Culvert (1 x 1.0 x 1.0)
Box C
ulvert (1 x 5.0 x 1.5)
Box C
ulvert (1 x 2.0 x 1.1)
Box C
ulvert (1 x 3.0 x 3.0)
Box C
ulvert (1 x 3.0 x 3.0)
Box C
ulvert (1 x 1.5 x 2.2)
Box C
ulvert (2 x 3.0 x 2.2)
Box C
ulvert (1 x 1.5 x 1.5)
Box
Cul
vert
(1 x
1.5
x 1
.7)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box C
ulvert (1 x 2.0 x 2.0)
Box C
ulvert (1 x 3.0 x 3.0)
Box C
ulvert (1 x 3.0 x 3.0)
VU
P (2 x 16.85)
Box C
ulvert (1 x 3.0 x 3.0)
Box
Culv
ert
(1 x
1.5
x 1
.7)
Box
Culv
ert
(1 x
1.5
x 2
.2)
Box
Culv
ert
(2 x
3.0
x 2
.2)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
5.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.1)
Box C
ulvert (1 x 1.5 x 1.5)
Box C
ulvert (1 x 1.5 x 1.0)
Box C
ulvert (1 x 1.5 x 1.25)
Box C
ulvert (1 x 3.0 x 3.0)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS- LAYER CHART UPTO-31 MARCH - 2016
KM: 274+800 TO 279+560(4-Lane)
Box
Culv
ert
(1 x
2.0
x 2
.0)
Box
Culv
ert
(1 x
3.0
x 3
.0)
Box
Culv
ert
(1 x
3.0
x 3
.0)
VU
P (2
x 1
6.85
)
Box
Culv
ert
(1 x
3.0
x 3
.0)
Box
Culv
ert
(1 x
3.0
x 3
.0)
Box
Culv
ert
(1 x
3.0
x 3
.0)
Box
Culv
ert
(1 x
3.0
x 3
.0)
Box
Culv
ert
(1 x
5.0
x 1
.2)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Pipe
Cul
vert
(1 x
1.0
x 1
.0)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 2
.2)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.25)
Box
Culv
ert
(1 x
5.0
x 2
.0)
Box
Culv
ert
(1 x
5.0
x 1
.8)
Annexure – i: Strip Charts A.P. Section
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 65
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
285+
100
285+
150
285+
155
285+
200
285+
250
285+
260
285+
300
285+
350
285+
400
285+
450
285+
500
285+
550
285+
600
285+
618
285+
650
285+
700
285+
750
285+
800
285+
850
285+
900
285+
950
286+
000
286+
050
286+
100
286+
123
286+
150
286+
200
286+
218
286+
250
286+
300
286+
350
286+
400
286+
450
286+
500
286+
550
286+
600
286+
650
286+
700
286+
749
286+
750
286+
789
286+
800
286+
840
286+
850
286+
900
286+
950
286+
960
286+
983
287+
000
287+
050
287+
100
287+
150
287+
200
287+
250
287+
300
287+
350
287+
400
287+
450
287+
500
287+
540
287+
550
287+
600
287+
650
287+
700
287+
750
287+
800
287+
850
287+
900
287+
950
287+
960
287+
970
287+
983
288+
000
288+
050
288+
100
288+
150
288+
200
288+
238
288+
250
288+
295
288+
300
288+
350
288+
400
288+
450
288+
500
288+
550
288+
600
288+
650
288+
700
288+
740
288+
750
288+
800
288+
850
288+
900
288+
950
289+
000
289+
050
289+
100
289+
150
289+
200
289+
250
289+
300
289+
350
289+
400
289+
450
289+
500
289+
550
289+
600
289+
650
289+
700
289+
750
289+
800
289+
812
289+
850
289+
900
289+
950
290+
000
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
LA
YE
R T
YP
E
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
290+
050
290+
100
290+
150
290+
200
290+
250
290+
300
290+
345
290+
350
290+
400
290+
450
290+
480
290+
500
290+
550
290+
600
290+
650
290+
700
290+
750
290+
800
290+
850
290+
900
290+
950
291+
000
291+
050
291+
060
291+
100
291+
150
291+
200
291+
250
291+
300
291+
350
291+
400
291+
450
291+
500
291+
510
291+
550
291+
600
291+
650
291+
700
291+
750
291+
800
291+
810
291+
850
291+
900
291+
950
292+
000
292+
050
292+
100
292+
120
292+
150
292+
200
292+
225
292+
250
292+
300
292+
350
292+
400
292+
450
292+
500
292+
550
292+
600
292+
650
292+
700
292+
701
292+
750
292+
800
292+
850
292+
900
292+
950
293+
000
293+
020
293+
050
293+
100
293+
150
293+
160
293+
200
293+
250
293+
300
293+
350
293+
400
293+
450
293+
500
293+
510
293+
520
293+
550
293+
600
293+
650
293+
700
293+
710
293+
750
293+
800
293+
850
293+
900
293+
905
293+
950
294+
000
294+
050
294+
100
294+
150
294+
200
294+
250
294+
300
294+
350
294+
400
294+
450
294+
500
294+
550
294+
600
294+
625
294+
650
294+
700
294+
750
294+
754
294+
800
294+
850
294+
900
294+
950
295+
000
295+
050
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 285+050 TO 290+000(4-Lane)
Box
Cul
vert
(1 x
1.5
x 1
.2)
Box
Cul
vert
(1 x
4.0
x 1
.1)
Box
Cul
vert
(1 x
1.5
x 1
.2)
Pipe
Cul
vert
(1 x
1.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 2
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(2 x
3.0
x 1
.5)
Pipe
Cul
vert
(2.0
x 1
.0)
Box
Cul
vert
(1 x
2.0
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.0)
Box
Cul
vert
(1 x
2.5
x 1
.5)
Box C
ulvert (1 x 1.5 x 2.0) Box
Cul
vert
(1 x
5.0
x 1
.0)
Box
Cul
vert
(1 x
5.0
x 2
.35)
Box
Cul
vert
(1 x
5.0
x 1
.0)
Box
Cul
vert
(1 x
3.0
x 3
.0)
VU
P (2
x 1
2)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
1.5
x 1
.0)
Box
Cul
vert
(2 x
3.0
x 1
.5)
Pipe
Cul
vert
(2.0
x 1
.0)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
Box C
ulvert (1 x 1.5 x 1.0)
Box C
ulvert (1 x 2.0 x 1.5)
Box C
ulvert (1 x 1.5 x 1.5)
Box C
ulvert (1 x 1.5 x 1.0) Box
Cul
vert
(1 x
2.5
x 1
.5)
Box
Cul
vert
(1 x
5.0
x 2
.35)B
ox Culvert (1 x 1.5 x 1.5)
Box C
ulvert (1 x 3.0 x 3.0)
VU
P (2 x 12)
Box C
ulvert (1 x 3.0 x 3.0)
Box C
ulvert (1 x 3.0 x 3.0)
Box C
ulvert (1 x 3.0 x 3.0)
Box C
ulvert (1 x 1.5 x 1.2)
Box C
ulvert (1 x 4.0 x 1.1)
Box C
ulvert (1 x 1.5 x 1.2)
Pipe Culvert (1 x 1.0 x 1.0)
KM: 290+000 TO 295+050(4-Lane)
Pipe
Cul
vert
(1.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
5.0
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.2)
Box
Cul
vert
(1 x
4.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.1)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Pipe
Cul
vert
(1.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
RO
B (1
x 2
5 +
1 x
31.1
+ 1
x
Pipe
Cul
vert
(2.0
x 1
.0)
Pipe
Cul
vert
(2.0
x 1
.0)
Box
Cul
vert
(1 x
2.0
x 1
.0)
Box
Cul
vert
(1 x
5.0
x 2
.0)
Box
Cul
vert
(1 x
3.0
x 1
.3)
Box
Cul
vert
(1 x
1.5
x 1
.5)
LEGEND: OGL Emb Top SG Top GSB Top WMM Top Kerb DBM
RO
B (1
x 2
5 +
1 x
31.1
+ 1
x
Pipe
Cul
vert
(2.0
x 1
.0)
Pipe
Cul
vert
(2.0
x 1
.0)
Box
Cul
vert
(1 x
2.0
x 1
.0)
Box
Cul
vert
(1 x
5.0
x 2
.0)
Box
Cul
vert
(1 x
3.0
x 1
.3)
Pipe
Cul
vert
(1.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
5.0
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.2)
Box
Cul
vert
(1 x
4.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.1)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Pipe
Cul
vert
(1.0
x 1
.0)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 66
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
295+
100
295+
150
295+
200
295+
250
295+
260
295+
300
295+
350
295+
400
295+
450
295+
500
295+
548
295+
550
295+
600
295+
650
295+
700
295+
750
295+
800
295+
847
295+
850
295+
900
295+
910
295+
950
296+
000
296+
050
296+
100
296+
150
296+
156
296+
200
296+
231
296+
250
296+
300
296+
350
296+
400
296+
450
296+
500
296+
515
296+
550
296+
600
296+
650
296+
700
296+
750
296+
800
296+
850
296+
900
296+
950
297+
000
297+
004
297+
050
297+
100
297+
150
297+
200
297+
250
297+
300
297+
350
297+
400
297+
450
297+
500
297+
550
297+
600
297+
650
297+
700
297+
750
297+
751
297+
800
297+
850
297+
900
297+
950
297+
965
298+
000
298+
050
298+
100
298+
150
298+
200
298+
250
298+
300
298+
303
298+
350
298+
400
298+
450
298+
460
298+
500
298+
550
298+
600
298+
650
298+
700
298+
750
298+
800
298+
818
298+
850
298+
900
298+
928
298+
950
299+
000
299+
050
299+
100
299+
150
299+
200
299+
250
299+
300
299+
350
299+
395
299+
400
299+
450
299+
500
299+
550
299+
600
299+
650
299+
700
299+
750
299+
800
299+
850
299+
900
299+
948
299+
950
300+
000
300+
050
300+
100
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
300+
150
300+
200
300+
250
300+
300
300+
350
300+
400
300+
450
300+
452
300+
500
300+
550
300+
600
300+
650
300+
700
300+
750
300+
800
300+
850
300+
900
300+
950
301+
000
301+
050
301+
100
301+
150
301+
200
301+
250
301+
300
301+
350
301+
400
301+
450
301+
500
301+
550
301+
600
301+
650
301+
660
301+
700
301+
750
301+
800
301+
850
301+
880
301+
900
301+
950
302+
000
302+
050
302+
100
302+
110
302+
150
302+
200
302+
250
302+
300
302+
350
302+
360
302+
400
302+
450
302+
500
302+
550
302+
570
302+
600
302+
650
302+
700
302+
712
302+
750
302+
800
302+
850
302+
900
302+
950
303+
000
303+
050
303+
100
303+
150
303+
200
303+
250
303+
300
303+
350
303+
370
303+
400
303+
450
303+
500
303+
550
303+
600
303+
650
303+
700
303+
750
303+
800
303+
850
303+
900
303+
950
304+
000
304+
050
304+
100
304+
150
304+
200
304+
250
304+
300
304+
350
304+
360
304+
400
304+
450
304+
500
304+
550
304+
600
304+
610
304+
620
304+
650
304+
700
304+
750
304+
800
304+
819
304+
850
304+
900
304+
950
305+
000
305+
050
305+
060
305+
100
305+
150
305+
200
305+
250
305+
300
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
Box
Cul
vert
(1 x
4.0
x 1
.0)
MIB
(1
x 20
.733
)
Box
Cul
vert
(1 x
2.0
x 2
.0)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 295+050 TO 300+100(4-Lane)
EXIS
TIN
G M
AB
(10
x 18
.6) T
emporary D
iversion-C
ON
NE
CT
IVIT
Y R
OA
D
CO
MPLE
TE
D
Tem
pora
ry D
iver
sion
-C
ON
NE
CT
IVIT
Y R
OA
D
CO
MPL
ET
ED
Box
Cul
vert
(1 x
1.5
x 2
.3)
Box
Cul
vert
(1 x
1.5
x 1
.7)
Box
Cul
vert
(1 x
3.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.8
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
5.0
x 3
.0)
Box
Cul
vert
(1 x
1.5
.0 x
1.5
)
Box
Cul
vert
(1 x
4.0
x 2
.0)
MIB
(1
x 23
.763
)
Box
Cul
vert
(1 x
1.5
x 1
.5)
MIB
(1
x 23
.763
)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
5.0
x 3
.0)
Box
Cul
vert
(1 x
1.5
.0 x
1.5
)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.8
x 1
.0)
Box
Cul
vert
(1 x
4.0
x 1
.0)
MIB
(1
x 20
.733
)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
4.0
x 2
.0)
MA
B (
10x
18.6
)
Box
Cul
vert
(1 x
1.5
x 2
.3)
Tem
porary Diversion-
CO
NN
EC
TIV
ITY
RO
AD
C
OM
PLE
TE
D
Box
Cul
vert
(1 x
1.5
x 1
.7)
Tem
pora
ry D
iver
sion
-C
ON
NE
CT
IVIT
Y R
OA
D
CO
MPL
ET
ED
Box
Cul
vert
(1 x
3.0
x 1
.0)
Box
Cul
vert
(1 x
2.0
x 2
.0)
KM: 300+100 TO 305+300(4-Lane)
MIB
(1
x 18
.320
)
Box
Cul
vert
(2.0
x 2
.0)
MIB
(1
x 12
.701
)
Box
Cul
vert
(2 x
3.0
x 4
.0)
Box
Cul
vert
(2 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
3.0
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.5)
MIB
(1
x 11
.152
)
Box
Cul
vert
(1 x
6.0
)
MIB
(1
x 18
.320
)
Box
Cul
vert
(2.0
x 2
.0)
MIB
(1
x 12
.701
)
Box
Cul
vert
(1 x
3.0
x 3
.0)
MIB
(1
x 10
.786
)
Box
Cul
vert
(1 x
6.0
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.5)
MIB
(1
x 11
.152
)
Box
Cul
vert
(1 x
6.0
)
Box
Cul
vert
(1 x
3.0
x 3
.0)
MIB
(1
x 10
.786
)
Box
Cul
vert
(1 x
6.0
x 1
.5)
Box
Cul
vert
(2 x
3.0
x 4
.0)
Box
Cul
vert
(2 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
3.0
x 1
.5)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Kerb DBMLEGEND: OGL Emb Top SG Top GSB Top WMM Top
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 67
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
305+
350
305+
400
305+
450
305+
480
305+
500
305+
550
305+
600
305+
650
305+
700
305+
730
305+
750
305+
800
305+
850
305+
900
305+
950
306+
000
306+
010
306+
050
306+
100
306+
150
306+
200
306+
250
306+
296
306+
300
306+
350
306+
400
306+
450
306+
500
306+
550
306+
600
306+
650
306+
700
306+
750
306+
800
306+
850
306+
900
306+
950
307+
000
307+
050
307+
100
307+
150
307+
200
307+
250
307+
300
307+
350
307+
400
307+
450
307+
500
307+
550
307+
600
307+
650
307+
700
307+
750
307+
800
307+
850
307+
900
307+
950
308+
000
308+
050
308+
100
308+
150
308+
200
308+
250
308+
256
308+
300
308+
350
308+
400
308+
450
308+
500
308+
550
308+
600
308+
650
308+
700
308+
750
308+
800
308+
850
308+
900
308+
925
308+
950
309+
000
309+
050
309+
100
309+
150
309+
200
309+
206
309+
250
309+
300
309+
350
309+
400
309+
450
309+
500
309+
550
309+
600
309+
650
309+
700
309+
750
309+
800
309+
850
309+
900
309+
950
310+
000
310+
050
310+
090
310+
100
310+
150
310+
200
310+
250
310+
295
310+
300
310+
350
310+
400
310+
426
310+
450
310+
500
310+
550
310+
572
310+
600
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
LA
YE
R T
YP
E
LA
YE
R
NO
.
BC
DBM
KERB
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
310+
650
310+
700
310+
733
310+
750
310+
800
310+
850
310+
900
310+
911
310+
950
311+
000
311+
050
311+
100
311+
150
311+
200
311+
250
311+
271
311+
300
311+
350
311+
400
311+
450
311+
500
311+
550
311+
600
311+
610
311+
650
311+
700
311+
750
311+
760
311+
800
311+
850
311+
900
311+
950
312+
000
312+
050
312+
100
312+
150
312+
200
312+
250
312+
278
312+
300
312+
350
312+
400
312+
450
312+
500
312+
550
312+
600
312+
650
312+
700
312+
732
312+
750
312+
800
312+
850
312+
900
312+
950
313+
000
313+
050
313+
100
313+
150
313+
200
313+
250
313+
300
313+
350
313+
400
313+
450
313+
500
313+
550
313+
600
313+
650
313+
700
313+
750
313+
800
313+
850
313+
900
313+
950
314+
000
314+
050
314+
100
314+
150
314+
159
314+
200
314+
250
314+
300
314+
350
314+
400
314+
450
314+
500
314+
550
314+
600
314+
650
314+
700
314+
750
314+
800
314+
850
314+
893
314+
900
314+
950
314+
971
315+
000
315+
050
315+
100
315+
150
315+
200
315+
250
315+
271
315+
300
315+
350
315+
400
315+
450
315+
490
315+
500
315+
550
315+
600
315+
620
315+
650
315+
700
315+
750
315+
800
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb
DBM
BC
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 305+300 TO 310+600(4-Lane)
PQC
PQC
PQC
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 2
.0)
Box
Cul
vert
(1 x
3.0
x 3
.0)
TUNNEL
Box
Cul
vert
( 1 x
6.0
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
6.0
x 1
.0)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
( 1 x
6.0
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
TUNNEL
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
6.0
x 1
.0)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
3.0
x 1
.0)
MA
B (
3x 2
5.83
2)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Tem
pora
ry D
iver
sion-
CO
NN
EC
TIV
ITY
RO
AD
CO
MPL
ETE
D
PQC PQC
PQC
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
3.0
x 1
.0)
MA
B (
3x 2
5.83
2)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 2
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 310+600 TO 315+800(4-Lane)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
1.5
x 1
.3)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
MIB
(1
x 10
.600
)
Box
Cul
vert
(1 x
4.0
x 1
.2)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
MIB
(1
x 11
.035
)
WMM Top Kerb DBM
Box
Cul
vert
(1 x
4.0
x 1
.2)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
MIB
(1
x 11
.035
)
MIB
(1
x 10
.600
)
LEGEND: OGL Emb Top SG Top GSB Top
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
1.5
x 1
.3)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 68
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
KERB
WMM Top
WMM 1
GSB
SG Top
SG 2
SG 1EMB TopOGL
CHAINAGE
315+
850
315+
900
315+
950
316+
000
316+
050
316+
100
316+
110
316+
150
316+
200
316+
250
316+
300
316+
350
316+
400
316+
450
316+
500
316+
550
316+
600
316+
608
316+
650
316+
700
316+
750
316+
800
316+
850
316+
900
316+
950
317+
000
317+
050
317+
100
317+
150
317+
200
317+
250
317+
272
317+
300
317+
350
317+
370
317+
400
317+
435
317+
450
317+
500
317+
550
317+
600
317+
650
317+
700
317+
750
317+
800
317+
850
317+
900
317+
950
318+
000
318+
050
318+
100
318+
150
318+
200
318+
230
318+
242
318+
250
318+
300
318+
350
318+
351
318+
400
318+
450
318+
500
318+
550
318+
600
318+
650
318+
700
318+
750
318+
800
318+
850
318+
900
318+
950
319+
000
319+
050
319+
100
319+
109
319+
150
319+
200
319+
250
319+
300
319+
350
319+
400
319+
425
319+
450
319+
500
319+
550
319+
600
319+
650
319+
700
319+
750
319+
780
319+
800
319+
850
319+
900
319+
950
319+
986
320+
000
320+
050
320+
100
320+
150
320+
200
320+
250
320+
300
320+
350
320+
384
320+
400
320+
450
320+
500
320+
550
320+
600
320+
650
320+
700
320+
750
320+
752
320+
800
320+
850
320+
900
320+
950
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
Kerb/DBM
DBM
BC
LA
YE
R T
YP
E
LA
YE
R
NO
.
BC
DBM
WMM Top
WMM 1GSB
SG TopSG 2
SG 1
EMB Top
OGL
CHAINAGE
321+
000
321+
050
321+
100
321+
150
321+
200
321+
250
321+
300
321+
350
321+
400
321+
450
321+
500
321+
550
321+
600
321+
630
321+
650
321+
700
321+
750
321+
800
321+
850
321+
857
321+
900
321+
950
322+
000
322+
050
322+
100
322+
109
322+
150
322+
200
322+
250
322+
300
322+
350
322+
400
322+
450
322+
500
322+
550
322+
600
322+
650
322+
700
322+
750
322+
800
322+
850
322+
900
322+
950
323+
000
323+
050
323+
100
323+
150
323+
200
323+
250
323+
300
323+
350
323+
400
323+
450
323+
500
323+
505
323+
550
323+
600
323+
650
323+
700
323+
750
323+
800
323+
843
323+
850
323+
900
323+
950
324+
000
324+
050
324+
100
324+
150
324+
200
324+
224
324+
250
324+
300
324+
350
324+
400
324+
450
324+
500
324+
550
324+
600
324+
650
324+
700
324+
750
324+
800
324+
850
324+
900
324+
950
324+
980
325+
000
325+
050
325+
100
325+
150
325+
200
325+
230
325+
250
325+
300
325+
350
325+
400
325+
450
325+
500
325+
550
325+
600
325+
631
325+
650
325+
700
325+
750
325+
800
325+
850
325+
900
325+
950
326+
000
326+
050
326+
100
326+
150
326+
200
326+
250
326+
300
326+
350
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
DBM
BC
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 315+800 TO 320+950(Km.318+200 to Km.318+650 4-Lane to 2-Lane Portion)
Box
Cul
vert
(1 x
3.0
x 3
.0)
Box
Cul
vert
(1 x
3.0
x 1.
5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 3
.0)
VU
P (2
x 1
1.50
)
Box
Cul
vert
(1 x
5.8
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
RE-WALL BACK
FILLINGRE-WALL BACK FILLING RE-WALL BACK FILLING IN
PROGRESS
Box
Cul
vert
(2 x
3.0
x 2
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
4.0
x 2
.2)
Box
Cul
vert
(1 x
1.7
x 1
.7)
Box
Cul
vert
(1 x
2.0
x 1
.8)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
3.0
x 3.
0)
Box
Cul
vert
(1 x
3.0
x 1.
5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 3
.0)
VU
P (2
x 1
1.50
)
Box
Cul
vert
(1 x
2.0
x 2
.0)
Box
Cul
vert
(1 x
5.8
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
RE-WALL BACK FILLING IN PROGRESS
Box
Cul
vert
(2 x
3.0
x 2
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
4.0
x 2
.2)
Box
Cul
vert
(1 x
1.7
x 1
.7)
Box
Cul
vert
(1 x
2.0
x 1
.8)
Box
Cul
vert
(1 x
2.0
x 2
.0)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 320+950 TO 326+350(2-Lane)
MIB
(1
x 18
.00)
MIB
(1
x 18
.00)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.5)
Box
Cul
vert
(1 x
4.0
x 1
.5)
Box
Cul
vert
(1 x
2.0
x 1
.0)
Box
Cul
vert
(1 x
4.0
x 1
.5)
Box
Cul
vert
(1 x
2.0
x 1
.2)
MIB
(1
x 18
.00)
MIB
(1
x 18
.00)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.5)
Box
Cul
vert
(1 x
4.0
x 1
.5)
Box
Cul
vert
(1 x
2.0
x 1
.0)
Box
Cul
vert
(1 x
4.0
x 1
.5)
Box
Cul
vert
(1 x
2.0
x 1
.2)
Kerb DBMLEGEND: OGL Emb Top SG Top GSB Top WMM Top
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 69
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
326+
400
326+
450
326+
500
326+
550
326+
600
326+
650
326+
700
326+
750
326+
800
326+
850
326+
900
326+
950
327+
000
327+
050
327+
100
327+
150
327+
200
327+
250
327+
300
327+
306
327+
350
327+
400
327+
450
327+
500
327+
550
327+
600
327+
650
327+
700
327+
750
327+
800
327+
844
327+
850
327+
900
327+
950
328+
000
328+
050
328+
100
328+
150
328+
200
328+
250
328+
300
328+
350
328+
400
328+
450
328+
500
328+
550
328+
600
328+
650
328+
700
328+
750
328+
800
328+
850
328+
900
328+
950
329+
000
329+
050
329+
100
329+
150
329+
200
329+
250
329+
300
329+
350
329+
400
329+
450
329+
470
329+
500
329+
550
329+
600
329+
650
329+
689
329+
700
329+
750
329+
800
329+
850
329+
900
329+
937
329+
950
330+
000
330+
050
330+
100
330+
150
330+
184
330+
200
330+
250
330+
300
330+
350
330+
397
330+
400
330+
450
330+
500
330+
527
330+
550
330+
600
330+
650
330+
700
330+
750
330+
800
330+
850
330+
900
330+
950
330+
970
331+
000
331+
050
331+
100
331+
149
331+
150
331+
200
331+
250
331+
300
331+
350
331+
390
331+
400
331+
450
331+
500
331+
550
331+
600
331+
650
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
DBM
BC
LA
YE
R T
YPE
LA
YE
R
NO
.
BC
DBM
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
331+
700
331+
750
331+
800
331+
850
331+
900
331+
950
332+
000
332+
050
332+
100
332+
150
332+
200
332+
210
332+
250
332+
300
332+
350
332+
400
332+
450
332+
500
332+
517
332+
550
332+
600
332+
650
332+
700
332+
750
332+
800
332+
850
332+
900
332+
950
333+
000
333+
044
333+
050
333+
100
333+
150
333+
200
333+
250
333+
300
333+
350
333+
400
333+
450
333+
500
333+
550
333+
588
333+
600
333+
650
333+
700
333+
750
333+
800
333+
850
333+
900
333+
950
334+
000
334+
040
334+
050
334+
100
334+
150
334+
182
334+
200
334+
250
334+
300
334+
349
334+
350
334+
400
334+
450
334+
500
334+
550
334+
575
334+
600
334+
650
334+
662
334+
700
334+
750
334+
800
334+
832
334+
850
334+
852
334+
900
334+
950
335+
000
335+
050
335+
076
335+
100
335+
150
335+
191
335+
200
335+
250
335+
300
335+
315
335+
350
335+
400
335+
450
335+
500
335+
550
335+
600
335+
650
335+
655
335+
700
335+
750
335+
800
335+
849
335+
850
335+
900
335+
910
335+
950
336+
000
336+
047
336+
050
336+
080
336+
100
336+
125
336+
126
336+
150
336+
200
336+
225
336+
250
336+
270
336+
300
336+
320
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
DBM
BC
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+400 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 326+350 TO 331+650(2-Lane)
Box
Cul
vert
(1 x
2.0
x 1
.5)
Box
Cul
vert
(1 x
2.0
x 1
.5)
MIB
(1
x 15
.00)
Box
Cul
vert
(1 x
1.5
x 1
.3)
Box
Cul
vert
(1 x
1.2
x 1
.0)
Box
Cul
vert
(1 x
2.0
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
MA
B (1
0x 1
4.60
+ 2
x 1
9.40
)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.5)
MIB
(1
x 15
.00)
Box
Culv
ert
(1 x
1.5
x 1
.3)
Box
Culv
ert
(1 x
1.2
x 1
.0)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
MA
B (1
0x 1
4.60
+ 2
x 1
9.40
)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 331+650 TO 336+320(2-Lane)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.1)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.2)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 3
.5)
Box
Culv
ert
(1 x
3.0
x 2
.5)
Box
Culv
ert
(1 x
4.0
x 2
.5)
Box
Culv
ert
(1 x
1.5
x 1
.1)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(2 x
3.0
x 2
.8)
Box
Culv
ert
(1 x
3.0
x 3
.0)
Box
Culv
ert
(1 x
2.0
x 2
.0)
Box
Culv
ert
(1 x
4.0
x 3
.0)
Box
Culv
ert
(1 x
1.5
x 1
.4)
Box
Culv
ert
(1 x
5.0
x 1
.0)
Box
Culv
ert
(1 x
2.0
x 1
.2)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.4)
Box
Culv
ert
(1 x
2.0
x 2
.0)
Box
Culv
ert
(1 x
4.0
x 3
.0)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 3
.5)
Box
Culv
ert
(1 x
3.0
x 2
.5)
Box
Culv
ert
(1 x
4.0
x 2
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.1)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(2 x
3.0
x 2
.8)
Box
Culv
ert
(1 x
3.0
x 3
.0)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.1)
Box
Culv
ert
(1 x
2.0
x 1
.5)
Box
Culv
ert
(1 x
2.0
x 1
.2)
Box
Culv
ert
(1 x
5.0
x 1
.0)
Box
Culv
ert
(1 x
2.0
x 1
.2)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Box
Culv
ert
(1 x
1.5
x 1
.5)
Kerb DBMLEGEND: OGL Emb Top SG Top GSB Top WMM Top
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 70
LA
YER
TY
PE
LA
YER
N
O.
BC
DBM
WMM TopWMM 1GSB
SG TopSG 2SG 1
EMB TopOGL
CHAINAGE
336+
350
336+
400
336+
450
336+
500
336+
550
336+
600
336+
650
336+
700
336+
750
336+
800
336+
850
336+
873
336+
900
336+
950
337+
000
337+
040
337+
050
337+
100
337+
150
337+
200
337+
250
337+
300
337+
350
337+
400
337+
450
337+
471
337+
500
337+
550
337+
600
337+
617
337+
650
337+
700
337+
750
337+
800
337+
850
337+
900
337+
950
338+
000
338+
030
OGL
EMB Top
SG 1
SG 2
SG Top
GSB
WMM 1
WMM Top
DBM
BC
FOUR LANNING OF TIRUPATI - TIRUTANI - CHENNAI SECTION OF NH-205 FROM KM. 274+800 TO KM 338+030 IN THE STATE OF ANDHRA PRADESH AND FROM KM 0+000 TO KM 61+470 IN THE STATE OF TAMIL NADU ON DESIGN, BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) TOLL BASIS.
KM: 336+320 TO 338+030(2-Lane)
Box
Cul
vert
(1 x
2.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
1.5
x 1
.5)
Box
Cul
vert
(1 x
3.0
x 1
.0)
IN PROGRESS RE-WALL BACK FILLING IN PROGRESLEGEND: OGL Emb Top SG Top GSB Top
WMM 1st&Top
KERB DBM BC
Box
Cul
vert
(1 x
2.0
x 1
.0)
Box
Cul
vert
(1 x
1.5
x 1
.5)
TN SECTION
Independent Engineer CDM Smith Inc
In Joint Venture withCDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 71
BC
DBM
WMM
GSB
SG
Embankment
Chainage
0+00
0
0+02
0
0+04
0
0+06
0
0+08
0
0+10
0
0+12
0
0+14
0
0+16
0
0+18
0
0+20
0
0+22
0
0+24
0
0+26
0
0+28
0
0+30
0
0+32
0
0+34
0
0+36
0
0+38
00+
390
0+40
0
0+42
0
0+44
0
0+46
0
0+48
0
0+50
0
0+52
0
0+54
0
0+56
0
0+58
0
0+60
0
0+62
0
0+64
0
0+66
0
0+68
0
0+70
0
0+72
0
0+74
0
0+76
0
0+78
0
0+80
0
0+82
0
0+84
0
0+86
0
0+88
0
0+90
0
0+92
0
0+94
0
0+96
0
0+98
0
1+00
0
1+02
0
1+04
0
1+06
0
1+08
0
1+10
0
1+12
0
1+14
0
1+16
0
1+18
0
1+20
0
1+22
0
1+24
0
1+26
0
1+28
0
1+30
0
1+30
4
1+32
0
1+34
0
1+36
0
1+38
0
1+40
0
1+42
0
1+44
0
1+46
0
1+48
0
1+50
0
1+52
0
1+54
0
1+56
0
1+57
6
1+58
0
1+60
0
1+62
0
1+64
0
1+66
0
1+68
0
1+70
0
1+72
0
1+74
0
1+76
0
1+78
0
1+80
0
1+82
0
1+84
0
1+86
0
1+88
0
1+90
0
1+92
0
1+94
0
1+96
0
1+98
0
2+00
0
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
2+00
0
2+02
0
2+04
0
2+06
0
2+08
0
2+10
0
2+12
0
2+14
0
2+16
0
2+18
0
2+20
0
2+22
0
2+24
0
2+26
0
2+28
0
2+30
0
2+32
0
2+34
0
2+36
0
2+38
02+
400
2+42
0
2+44
0
2+46
0
2+48
0
2+50
0
2+52
0
2+54
0
2+56
0
2+58
0
2+60
0
2+62
0
2+64
0
2+66
0
2+68
0
2+70
0
2+72
0
2+74
0
2+76
0
2+78
0
2+80
0
2+82
0
2+84
0
2+86
0
2+88
0
2+90
0
2+92
0
2+92
1
2+94
0
2+96
0
2+98
0
3+00
0
3+00
9
3+02
0
3+04
0
3+06
0
3+08
0
3+10
0
3+12
0
3+14
0
3+16
0
3+17
8
3+18
0
3+20
0
3+22
0
3+24
0
3+26
0
3+26
3
3+28
0
3+30
0
3+32
0
3+34
0
3+36
0
3+38
0
3+40
0
3+42
0
3+44
0
3+46
0
3+48
0
3+50
0
3+50
6
3+52
0
3+54
0
3+56
0
3+58
0
3+60
0
3+62
0
3+64
0
3+66
0
3+68
0
3+70
0
3+72
0
3+72
5
3+74
0
3+76
0
3+78
0
3+80
0
3+82
0
3+84
0
3+86
0
3+88
0
3+90
0
3+92
0
3+94
0
3+96
0
3+98
0
4+00
0
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
4+00
0
4+02
0
4+04
0
4+06
0
4+08
0
4+10
0
4+12
0
4+14
0
4+16
0
4+18
0
4+20
0
4+22
0
4+24
0
4+26
0
4+28
0
4+30
0
4+32
0
4+34
0
4+36
0
4+38
04+
400
4+42
0
4+44
0
4+46
0
4+48
0
4+48
2
4+50
0
4+52
0
4+54
0
4+56
0
4+58
0
4+60
0
4+62
0
4+64
0
4+66
0
4+68
0
4+70
0
4+72
0
4+74
0
4+76
0
4+78
0
4+80
0
4+82
0
4+84
0
4+86
0
4+86
1
4+88
0
4+90
0
4+92
0
4+94
0
4+96
0
4+98
0
5+00
0
5+02
0
5+04
0
5+06
0
5+08
0
5+10
0
5+12
0
5+14
0
5+16
0
5+18
0
5+20
0
5+22
0
5+24
0
5+26
0
5+28
0
5+30
0
5+32
0
5+34
0
5+36
0
5+38
0
5+40
0
5+42
0
5+44
0
5+46
0
5+48
0
5+50
0
5+52
0
5+54
0
5+54
7
5+56
0
5+58
0
5+60
0
5+62
0
5+64
0
5+66
0
5+68
0
5+70
0
5+72
0
5+74
0
5+76
0
5+78
0
5+80
0
5+82
0
5+84
0
5+86
0
5+88
0
5+90
0
5+92
0
5+94
0
5+96
0
5+98
0
6+00
0
Embankment
SG
GSB
WMM
DBM
BC
PROGRESS STATUS OF WORKS ON PACKAGE No.TTC-Project(TN Section))Status As on 31-03-2016
KM: 0+000 TO 2+000
BC
(2x3
x1.7
)
BC
( 1x
2x1.
7)
BC
( 1x
1.5x
1.1)
BC (
1x1.
5x1.
1)
BC
( 1x
2x2)
BC
( 1x
2x2)
BC
(1x4
x1.5
)B
C (1
x4x1
.5)
BC
( 1x
2x2)
BC
( 1x
2x2)
KM: 4+000 TO 6+000
BC
(1x1
.5x1
.5)
BC
( 1
x2.5
x1.5
)BC
( 1
x2.5
x1.5
)
KM: 2+000 TO 4+000
BC
( 1x
2x1.
7)
BC
(2x3
x1.7
)
RHS
BC
(1x1
.5x1
.5)
BC
(1x2
x1.6
)B
C (1
x2x1
.6)
RHS
LHS
LHS
RHS
MIB
( 2x
7)M
IB (
2x7)
BC
( 1x
4x1.
5)BC
( 1x
4x1.
5)
BC
(1x2
.5x1
.6)
BC
(1x
2.5x
1.6)
Annexure – i: Strip Charts T.N. Section
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 72
BC
DBM
WMM
GSB
SG
Embankment
Chainage
6+00
06+
020
6+04
06+
060
6+08
06+
100
6+11
2
6+12
06+
140
6+16
06+
180
6+20
06+
220
6+24
0
6+26
06+
280
6+30
06+
320
6+34
06+
360
6+38
06+
400
6+42
06+
440
6+46
06+
480
6+50
0
6+52
06+
540
6+56
06+
580
6+60
06+
620
6+64
0
6+66
06+
680
6+70
06+
709
6+72
06+
740
6+76
0
6+78
06+
800
6+82
0
6+84
0
6+86
06+
880
6+90
06+
920
6+94
0
6+96
0
6+98
0
7+00
0
7+02
07+
040
7+06
0
7+08
07+
100
7+12
07+
140
7+16
07+
180
7+20
0
7+22
07+
240
7+26
07+
280
7+28
57+
300
7+32
0
7+34
07+
360
7+38
07+
400
7+42
07+
440
7+46
0
7+48
07+
500
7+52
07+
540
7+56
07+
580
7+60
0
7+62
07+
640
7+66
07+
680
7+69
5
7+70
07+
720
7+74
07+
760
7+78
07+
800
7+82
0
7+84
07+
860
7+88
07+
900
7+92
07+
940
7+96
0
7+98
08+
000
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
8+00
08+
020
8+04
08+
060
8+08
08+
100
8+11
4
8+12
08+
140
8+16
08+
180
8+20
08+
220
8+24
0
8+26
08+
280
8+30
08+
304
8+32
08+
340
8+36
08+
380
8+40
08+
420
8+44
08+
460
8+48
0
8+50
08+
520
8+54
08+
560
8+58
08+
600
8+62
0
8+64
08+
649
8+66
08+
680
8+70
08+
720
8+74
0
8+76
08+
780
8+80
0
8+82
0
8+84
08+
860
8+88
08+
900
8+92
0
8+94
0
8+96
0
8+97
9
8+98
09+
000
9+02
0
9+04
09+
060
9+08
09+
100
9+12
09+
140
9+16
0
9+18
09+
200
9+22
09+
240
9+26
09+
280
9+30
0
9+32
09+
340
9+34
49+
360
9+38
09+
400
9+42
0
9+44
09+
460
9+48
09+
496
9+50
09+
520
9+54
0
9+55
29+
560
9+58
09+
600
9+62
0
9+64
09+
660
9+68
09+
700
9+72
09+
740
9+75
0
9+76
09+
780
9+80
09+
820
9+84
09+
860
9+88
0
9+90
09+
920
9+94
09+
960
9+98
0
10+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
10+0
0010
+020
10+0
4010
+060
10+0
8010
+085
10+1
00
10+1
1510
+120
10+1
4010
+160
10+1
8010
+200
10+2
20
10+2
4010
+260
10+2
8010
+300
10+3
2010
+340
10+3
6010
+380
10+4
0010
+420
10+4
4010
+460
10+4
80
10+5
0010
+520
10+5
4010
+560
10+5
8010
+600
10+6
20
10+6
4010
+660
10+6
8010
+700
10+7
2010
+740
10+7
60
10+7
8010
+800
10+8
20
10+8
40
10+8
6010
+880
10+9
0010
+920
10+9
40
10+9
55
10+9
60
10+9
80
11+0
0011
+020
11+0
40
11+0
6011
+080
11+1
0011
+120
11+1
4011
+160
11+1
80
11+2
0011
+220
11+2
4011
+245
11+2
6011
+280
11+2
82
11+3
0011
+320
11+3
4011
+360
11+3
8011
+400
11+4
20
11+4
4011
+460
11+4
7711
+480
11+5
0011
+520
11+5
40
11+5
6011
+580
11+6
0011
+620
11+6
40
11+6
4911
+660
11+6
8011
+700
11+7
2011
+740
11+7
60
11+7
8011
+800
11+8
2011
+840
11+8
6011
+880
11+9
00
11+9
2011
+940
11+9
6011
+980
12+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
( 1x
2x2.
3)B
C (
1x2x
2.3)
BC
(1x4
x2.5
)B
C(1
x4x2
.5)
BC
(1x3
x1.3
)B
C(1
x3x1
.3)
MIB
( 4x
9)M
IB (
4x9)
BC
(1x1
.5x1
.9)
BC
(1x1
.5x2
)B
C (1
x1.5
x2)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
BC
( 1x
2x3)
BC
( 1x
2x3)
BC
(1x1
.5x1
.9)
RHS
LHS
RHS
LHS
LHS
BC
(1x3
x1)
BC
(1x3
x1)
RHS
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
BC
(1x4
x2)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
KM: 8+000 TO 10+000
BC
(1x2
x1.5
)
BC
(1x1
.5x1
.9)
KM: 10+000 TO 12+000
KM: 6+000 TO 8+000
BC
( 1x
1.5x
1.5)
BC
( 1x
1.5x
1.5)
BC
(1x1
.5x1
.3)
BC
(1x4
x2)
BC
( 1x
1.5x
1.5)
BC
( 1x
1.5x
1.5)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
BC
(1x2
x1.5
)
BC
(1x1
.5x1
)B
C (1
x1.5
x1)
BC
(1x1
.5x1
.3)
BC
(1x1
.5x1
.9)
BC
(2x3
x1.5
)B
C (2
x3x1
.5)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 73
BC
DBM
WMM
GSB
SG
Embankment
Chainage
12+0
0012
+020
12+0
4012
+060
12+0
8012
+100
12+1
2012
+140
12+1
6012
+180
12+2
0012
+220
12+2
4012
+260
12+2
8012
+300
12+3
2012
+340
12+3
6012
+380
12+4
0012
+420
12+4
4012
+460
12+4
8012
+500
12+5
2012
+540
12+5
60
12+5
8012
+600
12+6
2012
+640
12+6
6012
+680
12+7
0012
+720
12+7
4012
+760
12+7
8012
+800
12+8
2012
+840
12+8
6012
+880
12+9
0012
+920
12+9
4012
+960
12+9
8013
+000
13+0
2013
+040
13+0
6013
+080
13+1
0013
+120
13+1
4013
+160
13+1
8013
+200
13+2
2013
+240
13+2
6013
+280
13+3
0013
+320
13+3
4013
+360
13+3
8013
+400
13+4
2013
+440
13+4
6013
+480
13+5
0013
+520
13+5
4013
+560
13+5
8013
+600
13+6
2013
+640
13+6
6013
+680
13+7
0013
+720
13+7
4013
+760
13+7
7013
+780
13+8
0013
+820
13+8
4013
+860
13+8
8013
+900
13+9
2013
+940
13+9
6013
+980
14+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
14+0
0014
+020
14+0
4014
+060
14+0
8014
+100
14+1
2014
+140
14+1
6014
+180
14+2
0014
+220
14+2
3214
+240
14+2
6014
+280
14+3
0014
+320
14+3
4014
+360
14+3
8014
+400
14+4
2014
+440
14+4
6014
+480
14+5
0014
+520
14+5
40
14+5
6014
+580
14+6
0014
+620
14+6
4014
+660
14+6
8014
+700
14+7
2014
+740
14+7
6014
+780
14+8
0014
+820
14+8
4014
+860
14+8
8014
+900
14+9
2014
+940
14+9
6014
+980
15+0
0015
+020
15+0
4015
+060
15+0
8015
+100
15+1
2015
+140
15+1
6015
+180
15+2
0015
+220
15+2
4015
+260
15+2
8015
+300
15+3
2015
+340
15+3
6015
+380
15+5
3915
+400
15+4
2015
+440
15+4
6015
+480
15+5
0015
+520
15+5
4015
+560
15+5
8015
+600
15+6
2015
+640
15+6
6015
+680
15+7
0015
+720
15+7
4015
+760
15+7
8015
+800
15+8
0415
+820
15+8
4015
+860
15+8
8015
+900
15+9
2015
+940
15+9
6015
+980
16+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
16+0
0016
+020
16+0
4016
+060
16+0
8016
+100
16+1
2016
+140
16+1
6016
+180
16+2
0016
+220
16+2
3816
+240
16+2
6016
+280
16+3
0016
+320
16+3
4016
+360
16+3
8016
+400
16+4
2016
+440
16+4
6016
+480
16+5
0016
+520
16+5
40
16+5
6016
+580
16+6
0016
+620
16+6
4016
+660
16+6
8016
+700
16+7
2016
+740
16+7
6016
+780
16+8
0016
+820
16+8
4016
+860
16+8
8016
+900
16+9
2016
+940
16+9
6016
+980
17+0
0017
+020
17+0
4017
+060
17+0
8017
+100
17+1
2017
+140
17+1
6017
+180
17+2
0017
+220
17+2
4017
+260
17+2
8017
+300
17+3
2017
+340
17+3
6017
+380
17+4
0017
+420
17+4
4017
+460
17+4
8017
+487
17+5
0017
+520
17+5
4017
+560
17+5
8017
+600
17+6
2017
+640
17+6
6017
+680
17+7
0017
+720
17+7
4017
+559
17+7
6017
+780
17+8
0017
+817
17+8
2017
+840
17+8
6017
+880
17+9
0017
+920
17+9
4017
+960
17+9
8018
+000
Embankment
SG
GSB
WMM
DBM
BC
PROGRESS STATUS OF WORKS ON PACKAGE No.TTC-Project(TN Section))KM: 12+000 TO 14+000
KM: 14+000 TO 16+000
KM: 16+000 TO 18+000
BC
(1x2
x1.5
)
BC(1
x1.9
x1.3
)B
C(1
x1.9
x1.3
)
BC
(2x3
x3)
BC
(2x3
x3)
BC(1
x2)
BC
(1x2
x1.5
)
LHS
RHS
BC
(1x2
.5x1
.8)
BC
(1x2
x2)
BC
(1x2
x2.4
)
BC
(1x2
x2)
BC
(1x4
x1.5
)B
C(1
x4x1
.5)
BC
(1x2
x2.4
)
LHS
RHS
LHS
BC
(1x2
.5x1
.8)
BC
(1x2
)
RHS
BC (1
x4x1
.5)
BC
(2x3
x2.1
)
BC (1
x4x1
.5)
BC (2
x3x2
.1)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 74
BC
DBM
WMM
GSB
SG
Embankment
Chainage
18+0
00
18+0
2018
+040
18+0
60
18+0
8018
+100
18+1
2018
+140
18+1
6018
+180
18+2
00
18+2
2018
+240
18+2
6018
+280
18+3
0018
+320
18+3
40
18+3
6018
+380
18+4
0018
+420
18+4
3618
+440
18+4
60
18+4
8018
+500
18+5
2018
+540
18+5
60
18+5
8018
+600
18+6
20
18+6
4018
+660
18+6
8018
+700
18+7
2018
+740
18+7
60
18+7
8018
+800
18+8
2018
+840
18+8
5818
+860
18+8
80
18+9
0018
+920
18+9
4018
+960
18+9
8019
+000
19+0
20
19+0
4019
+060
19+0
8019
+100
19+1
2019
+130
19+1
4019
+160
19+1
8019
+200
19+2
2019
+240
19+2
60
19+2
8019
+290
19+3
0019
+320
19+3
4019
+360
19+3
80
19+4
0019
+420
19+4
4019
+460
19+4
8019
+500
19+5
10
19+5
2019
+540
19+5
6019
+580
19+6
0019
+620
19+6
40
19+6
6019
+680
19+7
0019
+720
19+7
4019
+760
19+7
80
19+8
0019
+820
19+8
4019
+860
19+8
8019
+900
19+9
20
19+9
4019
+960
19+9
8020
+000
Embankment
SG
GSB
WMM
DBM
BC
BC
D B M
WMM
GSB
SG
Embankment
Chainage
20+0
00
20+0
2020
+040
20+0
60
20+0
8020
+100
20+1
2020
+140
20+1
6020
+180
20+2
00
20+2
2020
+240
20+2
6020
+280
20+3
0020
+320
20+3
40
20+3
6020
+380
20+4
0020
+420
20+4
4020
+460
20+4
80
20+5
0020
+520
20+5
4020
+560
20+5
80
20+6
0020
+620
20+6
40
20+6
6020
+680
20+7
0020
+720
20+7
4020
+760
20+7
80
20+8
0020
+820
20+8
4020
+860
20+8
8020
+900
20+9
20
20+9
4020
+960
20+9
8021
+000
21+0
2021
+040
21+0
60
21+0
7021
+080
21+1
0021
+120
21+1
4021
+160
21+1
8021
+200
21+2
2021
+240
21+2
6021
+280
21+3
00
21+3
2021
+340
21+3
6021
+380
21+4
0021
+420
21+4
40
21+4
6021
+480
21+4
9321
+500
21+5
2021
+540
21+5
60
21+5
8021
+600
21+6
2021
+640
21+6
6021
+680
21+7
00
21+7
2021
+740
21+7
6021
+780
21+8
0021
+820
21+8
40
21+8
6021
+880
21+9
0021
+920
21+9
3621
+940
21+9
60
21+9
8022
+000
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
22+0
00
22+0
2022
+040
22+0
60
22+0
8022
+100
22+1
2022
+140
22+1
6022
+180
22+2
00
22+2
2022
+240
22+2
6022
+280
22+3
0022
+320
22+3
40
22+3
6022
+380
22+4
0022
+420
22+4
4022
+460
22+4
80
22+5
0022
+520
22+5
4022
+560
22+5
80
22+6
0022
+620
22+6
40
22+6
6022
+677
22+6
8022
+700
22+7
2022
+740
22+7
60
22+7
8022
+800
22+8
2022
+840
22+8
6022
+880
22+9
00
22+9
0522
+920
22+9
4022
+960
22+9
8023
+000
23+0
20
23+0
4023
+060
23+0
8023
+100
23+1
2023
+140
23+1
6023
+180
23+2
0023
+220
23+2
4023
+260
23+2
80
23+3
0023
+320
23+3
4023
+360
23+3
8023
+400
23+4
20
23+4
4023
+460
23+4
8023
+500
23+5
2023
+540
23+5
60
23+5
8023
+600
23+6
2023
+640
23+6
6023
+680
23+7
00
23+7
1523
+720
23+7
4023
+760
23+7
8023
+800
23+8
20
23+8
4023
+860
23+8
8023
+900
23+9
2023
+940
23+9
60
23+9
8024
+000
Embankment
SG
GSB
WMM
DBM
BC
KM: 18+000 TO 20+000
KM: 20+000 TO 22+000
KM: 22+000 TO 24+000
BC (
1x1.
5x1.
6)BC
( 1x
1.5x
1.6)
BC(2
x3x2
.6)
BC(2
x3x2
.6)
BC(1
x1.5
x1.5
)
BC(1
x3x1
.5)
BC(1
x2x1
.2)
BC(1
x1.5
x1)
BC(1
x1.5
x1)
BC(1
x3x1
.3)
BC(1
x3x1
.3)
BC(1
x3x3
)
MJB
(2x1
6.6+
8x18
.6)
BC(1
x3x1
.5)
BC(1
x3x1
.5)
BC(1
x3x3
)
BC(1
x2x1
.2)
MJB
(2x1
6.6+
8x18
.6)
BC(1
x1x1
.5)
BC(1
x1x1
.5)
BC(1
x3x3
)BC
(1x3
x3)
RHS
LHS
BC(1
x3x1
.5)
BC(1
x1.5
x1.5
)
BC (
1x1.
5x1.
5)
BC (
1x1.
5x1)
LHS
RHS
LHS
BC (1
x1.5
x1.5
)BC
(1x1
.5x1
.5)
RHS
BC (
1x1.
5x1.
5)
BC (
1x1.
5x1)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 75
BC
DBM
WMM
GSB
SG
Embankment
Chainage
24+0
0024
+020
24+0
4024
+049
24+0
6024
+080
24+1
0024
+120
24+1
4024
+160
24+1
8024
+200
24+2
2024
+240
24+2
6024
+280
24+3
0024
+320
24+3
4024
+360
24+3
8024
+400
24+4
2024
+440
24+4
6024
+480
24+5
0024
+520
24+5
4024
+560
24+5
8024
+600
24+6
2024
+640
24+6
6024
+680
24+7
0024
+720
24+7
4024
+746
24+7
6024
+780
24+8
0024
+820
24+8
4024
+860
24+8
8024
+900
24+9
2024
+940
24+9
6024
+980
25+0
0025
+020
25+0
4025
+060
25+0
8025
+100
25+1
2025
+140
25+1
6025
+180
25+2
0025
+220
25+2
4025
+260
25+2
8025
+300
25+3
2025
+340
25+3
6025
+380
25+4
0025
+420
25+4
4025
+453
25+4
6025
+480
25+5
0025
+520
25+5
4025
+560
25+5
8025
+600
25+6
2025
+640
25+6
6025
+680
25+7
0025
+720
25+7
4025
+760
25+7
8025
+800
25+8
2025
+840
25+8
4525
+860
25+8
8025
+900
25+9
2025
+940
25+9
6025
+980
26+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
G S B
SG
Embankment
Chainage
26+0
0026
+020
26+0
4026
+060
26+0
6526
+080
26+1
0026
+120
26+1
4026
+160
26+1
8026
+200
26+2
2026
+240
26+2
6026
+280
26+3
0026
+320
26+3
4026
+360
26+3
8026
+400
26+4
2026
+440
26+4
6026
+480
26+5
0026
+520
26+5
4026
+560
26+5
8026
+600
26+6
2026
+640
26+6
6026
+680
26+7
0026
+720
26+7
4026
+760
26+7
8026
+789
26+8
0026
+820
26+8
4026
+860
26+8
8026
+900
26+9
2026
+940
26+9
6026
+980
27+0
0027
+020
27+0
4027
+060
27+0
8027
+100
27+1
2027
+140
27+1
6027
+180
27+2
0027
+220
27+2
4027
+260
27+2
8027
+290
27+3
0027
+320
27+3
4027
+360
27+3
8027
+400
27+4
2027
+440
27+4
6027
+480
27+5
0027
+520
27+5
4027
+560
27+5
8027
+600
27+6
2027
+640
27+6
6027
+680
27+7
0027
+720
27+7
4027
+760
27+7
8027
+800
27+8
2027
+840
27+8
6027
+880
27+9
0027
+920
27+9
4027
+960
27+9
8028
+000
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG Top
Embankment
Chainage
28+0
0028
+020
28+0
4028
+060
28+0
8028
+100
28+1
2028
+140
28+1
6028
+180
28+2
0028
+220
28+2
4028
+260
28+2
8028
+300
28+3
2028
+340
28+3
6028
+380
28+4
0028
+420
28+4
4028
+460
28+4
8028
+500
28+5
2028
+540
28+5
6028
+580
28+6
0028
+620
28+6
4028
+660
28+6
8028
+700
28+7
2028
+740
28+7
6028
+780
28+8
0028
+820
28+8
4028
+860
28+8
8028
+895
28+9
0028
+920
28+9
4028
+960
28+9
8029
+000
29+0
2029
+040
29+0
6029
+080
29+1
0029
+120
29+1
4029
+160
29+1
8029
+200
29+2
2029
+240
29+2
6029
+280
29+3
0029
+320
29+3
4029
+360
29+3
8029
+400
29+4
2029
+440
29+4
6029
+480
29+5
0029
+520
29+5
4029
+560
29+5
8029
+600
29+6
2029
+640
29+6
6029
+680
29+7
0029
+720
29+7
4029
+760
29+7
8029
+800
29+8
2029
+840
29+8
6029
+880
29+8
8229
+900
29+9
2029
+940
29+9
6029
+980
30+0
00
Embankment
SG
GSB
WMM
DBM
BC
LHS
RHS
LHS
RHS
LHS
RHS
BC
( 1x
3x3)
MIB
( 1X
10.7
73 )
MIB
( 1X
10.7
73 )
BC
( 1x
3x3)
MIB
(6X
2.5)
MIB
(6X
2.5)
BC
( 1x
2x2)
BC
( 1x
1.5x
1.5)
BC
( 1x
1.5x
1.5)
BC
( 1x
1.5x
1.5)
BC
( 1x
2x1)
BC
( 1x
2x2)
MIB
(3X
3.8
) M
IB (3
X3.
8 )
BC
(1x2
x1.3
)BC
(1x2
x1.3
)B
C (
1x1.
5x1.
5)
BC
( 1x
2x1)
PROGRESS STATUS OF WORKS ON PACKAGE No.TTC-Project(TN Section))KM: 24+000 TO 26+000
KM: 26+000 TO 28+000
KM: 28+000 TO 30+000
BC
( 1x
1.5x
1.7)
BC (
1x1.
5x1.
7)
BC
( 1
x4x3
.2)
BC
( 1
x4x3
.2)
BC
(1x1
.5x2
.4)
BC
(1x1
.5x2
.4)
MIB
(2x1
3.61
9)M
IB (2
x13.
619)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 76
BC
D B M
WMM
GSB
SG
Embankment
Chainage
30+0
0030
+020
30+0
4030
+060
30+0
8030
+100
30+1
2030
+140
30+1
6030
+180
30+2
0030
+220
30+2
4030
+260
30+2
8030
+300
30+3
2030
+340
30+3
6030
+380
30+4
0030
+420
30+4
4030
+460
30+4
8030
+500
30+5
2030
+540
30+5
6030
+580
30+6
0030
+620
30+6
4030
+660
30+6
8030
+700
30+7
2030
+740
30+7
6030
+780
30+8
0030
+820
30+8
4030
+860
30+8
8030
+900
30+9
2030
+940
30+9
6030
+980
31+0
0031
+020
31+0
4031
+060
31+0
8031
+100
31+1
2031
+132
31+1
4031
+160
31+1
7031
+180
31+2
0031
+220
31+2
4031
+260
31+2
8031
+300
31+3
2031
+340
31+3
6031
+380
31+4
0031
+420
31+4
4031
+460
31+4
8031
+500
31+5
2031
+540
31+5
6031
+580
31+6
0031
+620
31+6
4031
+660
31+6
8031
+700
31+7
2031
+740
31+7
6031
+780
31+8
0031
+820
31+8
4031
+860
31+8
8031
+900
31+9
2031
+940
31+9
6031
+980
32+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
D B M
WMM
GSB
SG
Embankment
Chainage
32+0
0032
+020
32+0
4032
+060
32+0
8032
+100
32+1
1232
+120
32+1
4032
+160
32+1
8032
+200
32+2
2032
+240
32+2
6032
+280
32+3
0032
+320
32+3
4032
+360
32+3
8032
+400
32+4
2032
+440
32+4
6032
+480
32+5
0032
+520
32+5
4032
+560
32+5
8032
+600
32+6
1832
+620
32+6
4032
+660
32+6
8032
+700
32+7
2032
+722
32+7
4032
+760
32+7
8032
+800
32+8
2032
+840
32+8
6032
+880
32+9
0032
+920
32+9
4032
+960
32+9
8033
+000
33+0
2033
+040
33+0
6033
+080
33+1
0033
+120
33+1
4033
+160
33+1
8033
+200
33+2
2033
+240
33+2
6033
+280
33+3
0033
+306
33+3
2033
+340
33+3
6033
+380
33+4
0033
+420
33+4
4033
+460
33+4
8033
+500
33+5
2033
+540
33+5
6033
+580
33+5
9333
+600
33+6
2033
+640
33+6
6033
+680
33+6
8433
+700
33+7
2033
+740
33+7
6033
+780
33+8
0033
+820
33+8
4033
+860
33+8
8033
+900
33+9
1033
+920
33+9
4033
+960
33+9
8033
+996
34+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
W M M
G S B
SG
Embankment
Chainage
34+0
0034
+020
34+0
4034
+060
34+0
8034
+100
34+1
2034
+140
34+1
6034
+180
34+2
0034
+220
34+2
4034
+260
34+2
7934
+280
34+3
0034
+320
34+3
4034
+360
34+3
8034
+400
34+4
2034
+440
34+4
6034
+480
34+5
0034
+520
34+5
4034
+560
34+5
8034
+600
34+6
2034
+640
34+6
6034
+680
34+7
0034
+720
34+7
4034
+760
34+7
8034
+800
34+8
2034
+840
34+8
6034
+880
34+9
0034
+920
34+9
4034
+960
34+9
8035
+000
35+0
2035
+031
35+0
4035
+060
35+0
8035
+100
35+1
2035
+130
35+1
4035
+160
35+1
8035
+200
35+2
2035
+240
35+2
6035
+261
35+2
8035
+300
35+3
2035
+340
35+3
6035
+380
35+4
0035
+420
35+4
4035
+460
35+4
8035
+500
35+5
2035
+540
35+5
6035
+580
35+6
0035
+620
35+6
4035
+660
35+6
8035
+700
35+7
2035
+740
35+7
6035
+780
35+8
0035
+820
35+8
4035
+860
35+8
8035
+900
35+9
2035
+940
35+9
4135
+960
35+9
8036
+000
Embankment
SG
GSB
W M M
DBM
BC
MJB
( 2
x25+
2x30
)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
KM: 32+000 TO 34+000
MIB
(1x8
)
BC (
1x1.
5x1.
5)
BC (
1x2x
1.4)
KM: 30+000 TO 32+000
BC (
1x1.
5x1.
5)BC
( 1x
1.5x
1.5)
BC
( 1x
2x1.
5)
MIB
(1x8
)
BC
(1x3
x1.5
)
BC (
1x3x
1.5)
BC (
1x3x
1.5)
BC (
1x2x
1.4)
MJB
( 2x
25 +
5x30
)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
KM: 34+000 TO 36+000
BC
( 1x
1.5x
2.3)
BC (
1x1.
5x1.
5)
BC
( 1x
2x1.
5)
BC (1
x4.0
x1.4
)
MJB
( 2
x25+
2x30
)
MIB
(4x5
.8 )
MIB
(4x5
.8 )
BC
(1x3
x1.5
)
BC
(1x3
x2.6
)B
C (1
x3x2
.6)
BC (
1x4x
2.1)
MJB
( 2x
25 +
5x30
)
BC (
1x1.
5x2.
1)BC
( 1x
1.5x
2.1)
BC (
1x1.
5x2.
3)
LHS
BC (
1x4x
2.1)
BC (1
x4.0
x1.4
)
BC
( 1x
1.5x
1.5)
BC (
1x1.
5x1.
5)
RHS
RHS
RHS
LHS
LHS
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 77
BC
DBM
WMM
GSB
SG
Embankment
Chainage
36+0
0036
+020
36+0
4036
+060
36+0
8036
+100
36+1
2036
+140
36+1
6036
+180
36+2
0036
+220
36+2
4036
+260
36+2
8036
+300
36+3
2036
+340
36+3
60
36+3
8036
+400
36+4
2036
+440
36+4
6036
+480
36+4
8736
+500
36+5
2036
+540
36+5
6036
+575
36+5
8036
+600
36+6
2036
+640
36+6
6036
+680
36+7
0036
+720
36+7
4036
+760
36+7
8036
+800
36+8
2036
+840
36+8
6036
+880
36+9
0036
+920
36+9
4036
+960
36+9
8037
+000
37+0
2037
+040
37+0
6037
+070
37+0
8037
+100
37+1
2037
+140
37+1
60
37+1
8037
+200
37+2
2037
+240
37+2
6037
+280
37+3
0037
+320
37+3
4037
+360
37+3
8037
+400
37+4
2037
+430
37+4
4037
+460
37+4
8037
+500
37+5
2037
+540
37+5
6037
+570
37+5
8037
+600
37+6
2037
+640
37+6
6037
+680
37+7
0037
+720
37+7
4037
+760
37+7
8037
+800
37+8
2037
+840
37+8
6037
+880
37+9
00
37+9
20
37+9
4037
+960
37+9
8038
+000
Embankment
SG
GSB
WMM
DBM
BC
BC
D B M
WMM
G S B
SG
Embankment
Chainage
38+0
0038
+020
38+0
4038
+060
38+0
8038
+100
38+1
2038
+140
38+1
6038
+180
38+2
0038
+220
38+2
4038
+260
38+2
8038
+290
38+3
0038
+320
38+3
40
38+3
6038
+370
38+3
8038
+400
38+4
2038
+440
38+4
6038
+480
38+5
0038
+520
38+5
4038
+560
38+5
8038
+600
38+6
2038
+640
38+6
6038
+680
38+7
0038
+720
38+7
4038
+760
38+7
8038
+800
38+8
2038
+840
38+8
6038
+880
38+9
0038
+920
38+9
4038
+960
38+9
8039
+000
39+0
2039
+040
39+0
6039
+080
39+1
0039
+120
39+1
4039
+160
39+1
80
39+2
0039
+220
39+2
4039
+260
39+2
8039
+300
39+3
2039
+340
39+3
6039
+380
39+4
0039
+420
39+4
2939
+440
39+4
6039
+480
39+5
0039
+520
39+5
4039
+560
39+5
8039
+600
39+6
2039
+640
39+6
6039
+680
39+7
0039
+720
39+7
4039
+760
39+7
8039
+800
39+8
2039
+840
39+8
6039
+870
39+8
8039
+900
39+9
20
39+9
40
39+9
6039
+970
39+9
8040
+000
Embankment
SG
GSB
WMM
DBM
BC
BC
DB M
WMM
G S B
SG
Embankment
Chainage
40+0
0040
+020
40+0
4040
+060
40+0
8040
+100
40+1
2040
+140
40+1
6040
+180
40+1
9040
+200
40+2
2040
+240
40+2
6040
+280
40+3
0040
+320
40+3
40
40+3
6040
+380
40+4
0040
+420
40+4
4040
+460
40+4
8040
+500
40+5
2040
+540
40+5
6040
+580
40+6
0040
+620
40+6
4040
+660
40+6
8040
+700
40+7
2040
+740
40+7
6040
+780
40+8
0040
+820
40+8
4040
+860
40+8
8040
+900
40+9
2040
+940
40+9
6040
+980
41+0
0041
+020
41+0
4041
+060
41+0
8041
+100
41+1
2041
+140
41+1
6041
+180
41+2
00
41+2
2041
+240
41+2
6041
+280
41+3
0041
+320
41+3
4041
+360
41+3
8041
+400
41+4
2041
+440
41+4
6041
+480
41+5
0041
+520
41+5
4041
+560
41+5
8041
+600
41+6
2041
+640
41+6
6041
+680
41+7
0041
+720
41+7
4041
+658
41+7
6041
+780
41+8
0041
+804
41+8
2041
+840
41+8
6041
+880
41+9
0041
+920
41+9
40
41+9
60
41+9
8042
+000
Embankment
SG
GSB
WMM
DBM
BC
BC
(1x1
.5x1
.4)
BC
(1x1
.5x1
.4)
RHS
BC(1
x3x2
.1)
BC
(1x2
.0x1
.1)
BC
(1x1
.5x1
.5)
BC(1
x2x1
.9)
MIB
(5x4
)
LHS
BC(1
x3x2
.1)
BC(1
x2.0
x1.1
)
BC(1
x1.5
x1.5
)
BC(1
x2x1
.9)
MIB
(5x4
)
BC
(1x1
.5x1
.5)
RHS
BC(2
x3x1
.4)
BC
(1x1
.5x1
.8)
BC(1
x1x2
.8)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
LHS
BC(2
x3x1
.4)
BC
(1x1
.5x1
.8)
BC(1
x1x2
.8)
BC
(1x1
.5x1
.5)
BC
(1x1
.5x1
.5)
BC(1
x2x2
.4)
BC(1
x1.5
x2.6
)
BC(1
x1.5
x3.1
)
BC(1
x1.5
x2.8
)
RHS
BC(1
x1.5
x1.5
)
BC
(1x2
x2.4
)
BC(1
x1.5
x2.6
)
BC(1
x1.5
x3.1
)
BC(1
x1.5
x2.8
)
PROGRESS STATUS OF WORKS ON PACKAGE No.TTC-Project(TN Section))
KM: 36+000 TO 38+000
BC(1
x3.0
x3.0
)
BC(1
x3.0
x1.5
)
KM: 38+000 TO 40+000
LHS
BC(1
x3.0
x3.0
)
BC(1
x3.0
x1.5
)
BC(1
x1.5
x1.5
)
KM: 40+000 TO 42+000
MIB
(2x5
.25)
MIB
(2x5
.25)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 78
BC
DBM
WMM
GSB
SG
Embankment
Chainage
42+0
0042
+020
42+0
4042
+060
42+0
8042
+100
42+1
2042
+140
42+1
6042
+180
42+2
0042
+220
42+2
4042
+260
42+2
8042
+300
42+3
2042
+340
42+3
60
42+3
8042
+400
42+4
2042
+440
42+4
6042
+480
42+5
0042
+520
42+5
4042
+560
42+5
8042
+590
42+6
0042
+620
42+6
4042
+660
42+6
8042
+700
42+7
2042
+740
42+7
6042
+780
42+8
0042
+820
42+8
4042
+860
42+8
8042
+900
42+9
2042
+940
42+9
6042
+980
43+0
0043
+020
43+0
4043
+060
43+0
8043
+100
43+1
2043
+140
43+1
6043
+180
43+2
00
43+2
2043
+240
43+2
6043
+280
43+2
9043
+300
43+3
2043
+340
43+3
6043
+380
43+3
9043
+400
43+4
2043
+440
43+4
6043
+480
43+5
0043
+520
43+5
4043
+560
43+5
8043
+600
43+6
2043
+640
43+6
6043
+680
43+7
0043
+720
43+7
4043
+760
43+7
8043
+800
43+8
2043
+840
43+8
6043
+880
43+9
0043
+920
43+9
40
43+9
6043
+980
44+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
44+0
0044
+020
44+0
4044
+060
44+0
8044
+100
44+1
2044
+140
44+1
6044
+180
44+2
0044
+220
44+2
4044
+260
44+2
8044
+300
44+3
2044
+340
44+3
60
44+3
8044
+400
44+4
2044
+440
44+4
6044
+480
44+5
0044
+520
44+5
4044
+560
44+5
8044
+600
44+6
2044
+640
44+6
6044
+680
44+7
0044
+720
44+7
4044
+760
44+7
8044
+800
44+8
2044
+840
44+8
6044
+880
44+9
0044
+920
44+9
4044
+960
44+9
8045
+000
45+0
2045
+040
45+0
6045
+080
45+1
0045
+120
45+1
4045
+160
45+1
8045
+200
45+2
20
45+2
4045
+260
45+2
8045
+300
45+3
2045
+340
45+3
6045
+380
45+4
0045
+420
45+4
4045
+460
45+4
8045
+500
45+5
2045
+540
45+5
6045
+580
45+6
0045
+620
45+6
4045
+660
45+6
8045
+700
45+7
2045
+740
45+7
6045
+780
45+8
0045
+820
45+8
4045
+860
45+8
8045
+900
45+9
2045
+940
45+9
6045
+980
46+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
46+0
0046
+020
46+0
4046
+060
46+0
8046
+100
46+1
2046
+140
46+1
6046
+180
46+2
0046
+220
46+2
4046
+260
46+2
8046
+290
46+3
0046
+320
46+3
40
46+3
6046
+380
46+3
9046
+400
46+4
2046
+440
46+4
6046
+480
46+5
0046
+520
46+5
4046
+560
46+5
8046
+600
46+6
2046
+640
46+6
6046
+680
46+7
0046
+720
46+7
4046
+760
46+7
8046
+783
46+8
0046
+820
46+8
4046
+860
46+8
8046
+900
46+9
1346
+920
46+9
4046
+960
46+9
8047
+000
47+0
2047
+040
47+0
6047
+080
47+1
0047
+120
47+1
40
47+1
6047
+180
47+2
0047
+220
47+2
4047
+260
47+2
8047
+300
47+3
2047
+340
47+3
6047
+380
47+4
0047
+420
47+4
4047
+460
47+4
8047
+500
47+5
2047
+540
47+5
6047
+580
47+5
9747
+600
47+6
2047
+640
47+6
6047
+680
47+6
9047
+700
47+7
2047
+740
47+7
6047
+780
47+8
0047
+820
47+8
4047
+860
47+8
80
47+9
00
47+9
2047
+940
47+9
6047
+980
48+0
00
Embankment
SG
GSB
WMM
DBM
BC
LHS
RHS
VU
P (2
x14.
585)
BC
(1x3
x3)
LHS
RHS
BC
(1x3
x3)
BC
(1x3
x3)
BC
(1x3
x2.9
)
BC
(1x3
x2.1
)
BC
(1x3
x3)
KM: 46+000 TO 48+000
BC(1
x3x3
)
BC(1
x3x3
)
BC
(1x3
x2.9
)
BC
(1x3
x2.1
)
VU
P (2
x14.
585)
BC(1
x3x3
)
BC(1
x1.5
x1.5
)
BC(1
x1.5
x2.1
)
BC(2
x2.5
x2.5
)
BC
(1x3
x1.8
)
BC(1
x5.8
x2.8
)
BC
(1x3
x3)
43.9
50 (4
Lan
e St
artin
g)
BC
(1x1
.5x2
.1)
BC
(2x2
.5x2
.5)
BC
(1x5
.8x2
.8)
BC
(1x2
x1.5
)
BC
(1x1
.5x1
.2)
BC
(1x1
.5x1
.6)
BC
(1x2
x1.5
)
BC(1
x1.5
x1.2
)
BC(1
x1.5
x1.6
)
RHS
BC(2
x3x3
)
BC
(1x1
x1.5
)
LHS
BC
(2x3
x3)
BC
(1x1
x1.5
)
KM: 42+000 TO 44+000
KM: 44+000 TO 46+000
BC
(1x3
x1.8
)
BC
(1x1
.5x1
.5)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 79
BCDBM
WMM
GSB
SG
Embankment
Chainage
48+0
0048
+020
48+0
4048
+060
48+0
8048
+100
48+1
2048
+140
48+1
6048
+180
48+2
0048
+220
48+2
4048
+260
48+2
8048
+300
48+3
2048
+340
48+3
6048
+380
48+4
00
48+4
2048
+440
48+4
6048
+480
48+5
0048
+520
48+5
4048
+560
48+5
8048
+600
48+6
2048
+640
48+6
6048
+680
48+7
0048
+720
48+7
4048
+760
48+7
8048
+800
48+8
2048
+840
48+8
6048
+880
48+9
0048
+920
48+9
4048
+960
48+9
8049
+000
49+0
2049
+040
49+0
6049
+080
49+1
0049
+120
49+1
4049
+160
49+1
8049
+200
49+2
2049
+240
49+2
6049
+280
49+3
0049
+320
49+3
4049
+360
49+3
8049
+400
49+4
2049
+440
49+4
6049
+480
49+5
0049
+510
49+5
2049
+540
49+5
6049
+580
49+6
0049
+620
49+6
4049
+660
49+6
8049
+700
49+7
2049
+740
49+7
6049
+780
49+8
0049
+820
49+8
4049
+860
49+8
8049
+900
49+9
2049
+940
49+9
6049
+980
50+0
00
Embankment
SG
GSB
WMM DBMBC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
50+0
0050
+020
50+0
4050
+060
50+0
8050
+100
50+1
2050
+140
50+1
6050
+180
50+2
0050
+220
50+2
4050
+241
50+2
6050
+280
50+3
0050
+320
50+3
4050
+360
50+3
80
50+4
0050
+420
50+4
4050
+460
50+4
8050
+500
50+5
2050
+540
50+5
6050
+580
50+6
0050
+620
50+6
4050
+660
50+6
8050
+700
50+7
2050
+740
50+7
6050
+780
50+7
8750
+800
50+8
2050
+840
50+8
6050
+880
50+9
0050
+920
50+9
4050
+960
50+9
8051
+000
51+0
2051
+040
51+0
6051
+080
51+1
0051
+120
51+1
4051
+160
51+1
8051
+200
51+2
2051
+240
51+2
6051
+280
51+3
0051
+320
51+3
4051
+360
51+3
8051
+400
51+4
2051
+440
51+4
6051
+480
51+5
0051
+520
51+5
4051
+560
51+5
8051
+600
51+6
2051
+640
51+6
6051
+680
51+6
8351
+700
51+7
2051
+740
51+7
6051
+780
51+8
0051
+820
51+8
4051
+860
51+8
8051
+900
51+9
2051
+940
51+9
6051
+980
52+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
52+0
0052
+020
52+0
4052
+055
52+0
6052
+080
52+1
0052
+120
52+1
4052
+160
52+1
8052
+200
52+2
2052
+240
52+2
6052
+280
52+3
0052
+315
52+3
2052
+340
52+3
60
52+3
8052
+400
52+4
0252
+420
52+4
4052
+460
52+4
8052
+500
52+5
2052
+540
52+5
6052
+580
52+6
0052
+620
52+6
4052
+660
52+6
8052
+700
52+7
2052
+740
52+7
6052
+780
52+8
0052
+820
52+8
4052
+860
52+8
8052
+900
52+9
2052
+940
52+9
6052
+980
53+0
0053
+020
53+0
4053
+060
53+0
8053
+100
53+1
2053
+140
53+1
6053
+180
53+2
0053
+220
53+2
4053
+260
53+2
8053
+300
53+3
2053
+340
53+3
6053
+380
53+4
0053
+420
53+4
4053
+460
53+4
8053
+500
53+5
2053
+540
53+5
6053
+580
53+6
0053
+620
53+6
4053
+660
53+6
8053
+700
53+7
2053
+740
53+7
6053
+780
53+8
0053
+820
53+8
4053
+860
53+8
8053
+900
53+9
2053
+940
53+9
6053
+980
54+0
00
Embankment
SG
GSB
WMM
DBM
BC
RHS
BC(1
x3x1
)
BC(1
x1.5
x1.5
)
BC(1
x1.5
x1.0
)
BC(2
x3.0
x1.8
)
BC(1
x3.0
x1.2
)
KM: 52+000 TO 54+000
LHS
BC(1
x3x1
)
BC(1
x1.5
x1.5
)
BC(1
x1.5
x1.0
)
BC(2
x3.0
x1.8
)
BC(1
x3.0
x1.2
)
BC(1
x1.5
x3.0
)
PUP
(7x3
.5)
KM: 50+000 TO 52+000
RHS
BC(2
x3x2
.9)
BC(2
x3x2
.1)
BC(1
x1.5
x3.0
)
PUP
(7x3
.5)
RHS
BC(1
x4x2
.9)
BC(1
x3x3
.2)
LHS
BC(2
x3x2
.9)
BC(2
x3x2
.1)
LHS
BC(1
x4x2
.9)
BC(1
x3x3
.2)
PROGRESS STATUS OF WORKS ON PACKAGE No.TTC-Project(TN Section))KM: 48+000 TO 50+000
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 80
BC
DBM
WMM
GSB
SG
Embankment
Chainage
54+0
00
54+0
20
54+0
40
54+0
60
54+0
80
54+1
00
54+1
20
54+1
40
54+1
60
54+1
80
54+2
00
54+2
20
54+2
40
54+2
60
54+2
80
54+3
00
54+3
20
54+3
40
54+3
60
54+3
80
54+4
00
54+4
20
54+4
40
54+4
60
54+4
80
54+5
00
54+5
20
54+5
40
54+5
60
54+5
80
54+6
00
54+6
20
54+6
40
54+6
60
54+6
80
54+7
00
54+7
20
54+7
40
54+7
60
54+7
80
54+8
00
54+8
20
54+8
40
54+8
60
54+8
80
54+9
00
54+9
20
54+9
40
54+9
60
54+9
80
55+0
00
55+0
20
55+0
40
55+0
60
55+0
80
55+1
00
55+1
20
55+1
40
55+1
60
55+1
80
55+2
00
55+2
20
55+2
40
55+2
60
55+2
80
55+3
00
55+3
20
55+3
40
55+3
48
55+3
60
55+3
80
55+4
00
55+4
20
55+4
40
55+4
60
55+4
80
55+5
00
55+5
20
55+5
40
55+5
60
55+5
80
55+6
00
55+6
20
55+6
40
55+6
60
55+6
80
55+7
00
55+7
20
55+7
40
55+7
60
55+7
80
55+8
00
55+8
20
55+8
40
55+8
60
55+8
80
55+9
00
55+9
20
55+9
40
55+9
60
55+9
80
56+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
56+0
00
56+0
20
56+0
40
56+0
60
56+0
80
56+1
00
56+1
20
56+1
40
56+1
60
56+1
80
56+1
97
56+2
00
56+2
20
56+2
40
56+2
60
56+2
80
56+3
00
56+3
20
56+3
40
56+3
60
56+3
80
56+4
00
56+4
20
56+4
30
56+4
40
56+4
60
56+4
80
56+5
00
56+5
20
56+5
40
56+5
60
56+5
80
56+6
00
56+6
20
56+6
40
56+6
60
56+6
80
56+7
00
56+7
20
56+7
40
56+7
60
56+7
80
56+8
00
56+8
20
56+8
40
56+8
60
56+8
80
56+9
00
56+9
20
56+9
40
56+9
60
56+9
80
57+0
00
57+0
20
57+0
40
57+0
60
57+0
80
57+1
00
57+1
20
57+1
40
57+1
60
57+1
80
57+2
00
57+2
20
57+2
40
57+2
60
57+2
80
57+3
00
57+3
20
57+3
40
57+3
60
57+3
76
57+3
80
57+4
00
57+4
20
57+4
40
57+4
60
57+4
80
57+5
00
57+5
20
57+5
40
57+5
60
57+5
80
57+6
00
57+6
20
57+6
40
57+6
60
57+6
80
57+7
00
57+7
20
57+7
40
57+7
60
57+7
80
57+8
00
57+8
20
57+8
40
57+8
60
57+8
80
57+9
00
57+9
20
57+9
40
57+9
60
57+9
80
58+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
58+0
00
58+0
20
58+0
40
58+0
50
58+0
60
58+0
80
58+1
00
58+1
20
58+1
40
58+1
60
58+1
80
58+2
00
58+2
20
58+2
40
58+2
60
58+2
80
58+3
00
58+3
20
58+3
40
58+3
60
58+3
80
58+4
00
58+4
20
58+4
40
58+4
60
58+4
80
58+5
00
58+5
20
58+5
40
58+5
60
58+5
80
58+6
00
58+6
20
58+6
40
58+6
60
58+6
80
58+7
00
58+7
20
58+7
40
58+7
60
58+7
80
58+8
00
58+8
20
58+8
40
58+8
60
58+8
80
58+9
00
58+9
20
58+9
40
58+9
60
58+9
80
59+0
00
59+0
17
59+0
20
59+0
40
59+0
60
59+0
80
59+1
00
59+1
20
59+1
40
59+1
60
59+1
80
59+2
00
59+2
20
59+2
40
59+2
60
59+2
80
59+3
00
59+3
20
59+3
40
59+3
60
59+3
80
59+4
00
59+4
20
59+4
40
59+4
60
59+4
80
59+5
00
59+5
20
59+5
40
59+5
60
59+5
80
59+6
00
59+6
20
59+6
40
59+6
60
59+6
80
59+7
00
59+7
20
59+7
40
59+7
60
59+7
80
59+8
00
59+8
20
59+8
40
59+8
60
59+8
80
59+9
00
59+9
20
59+9
40
59+9
60
59+9
80
60+0
00
Embankment
SG
GSB
WMM
DBM
BC
BC
DBM
WMM
GSB
SG
Embankment
Chainage
60+0
00
60+0
20
60+0
40
60+0
60
60+0
80
60+1
00
60+1
20
60+1
40
60+1
60
60+1
80
60+2
00
60+2
20
60+2
40
60+2
60
60+2
80
60+3
00
60+3
20
60+3
40
60+3
60
60+3
80
60+4
00
60+4
20
60+4
40
60+4
60
60+4
80
60+5
00
60+5
20
60+5
40
60+5
60
60+5
80
60+6
00
60+6
20
60+6
40
60+6
60
60+6
77
60+6
80
60+7
00
60+7
20
60+7
40
60+7
60
60+7
80
60+8
00
60+8
20
60+8
40
60+8
60
60+8
80
60+9
00
60+9
20
60+9
40
60+9
60
60+9
80
61+0
00
61+0
20
61+0
40
61+0
60
61+0
80
61+1
00
61+1
20
61+1
40
61+1
60
61+1
80
61+2
00
61+2
20
61+2
40
61+2
60
61+2
70
61+2
80
61+3
00
61+3
20
61+3
40
61+3
60
61+3
80
61+4
00
61+4
20
61+4
40
61+4
60
61+4
80
Embankment
SG
GSB
WMM
DBM
BC
KM: 58+000 TO 60+000
LHS
BC(1
x4x1
.5)
BC(1
x2)
RHS
BC(1
x2)
MIB
(1x1
0)M
IB (1
x10)
BC(1
x4x1
.5)
KM: 60+000 TO 61+470
LHS
BC(1
x3.0x1
.7)
BC(1
x1.5x1
.5)
RHS
BC(1
x3.0
x1.7
)
BC(1
x1.5
x1.5
)
KM: 54+000 TO 56+000
LHS
BC(1
x1.5
x1.8
)
BC(1
x3.0
x1.4
)
BC(1
x6x2
)
RHS
BC(1
x1.5x1
.8)
BC(1
x3.0x1
.4)
BC(1
x6x2
)
KM: 56+000 TO 58+000
LHS
BC(1
x3.0x3
.0)
MIB
(1x4
1.66
7(25
.075
))
RHS
BC(1
x3.0x3
.0)
MIB
(1x4
1.66
7(25
.075
))
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
From To From To276.450 292.450 16.000 318.300 320.950 2.650293.800 295.010 1.210 321.250 338.030 16.780296.500 301.200 4.700303.200 305.300 2.100305.750 312.790 7.040313.440 316.340 2.900
0.000 33.520 33.52043.950 44.820 0.870 35.740 43.950 8.210
Total in Km 34.820 Total in Km 61.160
Name of Project : Four Laning of Tirupati - Tiruthani - Chennai Section of NH-205 from Km274.80 to Km 341.60 in the State of Andhra Pradesh and from Km 0.00 to Km 59.60 in the
State of Tamil Nadu on Design, Build, Finance, Operate and Transfer (DBFOT) Toll Basis
Total =95.980 Km (76.97%)
REVISED PCC STRETCHES FOR 95.98 Km AS PER NHAI, HQ.4-Lane 2-Lane
AP AP
TN TN
Chainage ChainageLengrh in Km
Lengrh in Km
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Summary of DBM Completed 4 Lane & 2 Lane Stretches (Both sides) Up to March - 2016 AP section
Sl.no
4-Laning LHS / RHS 2-Laning LHS / RHS
From To Length in
Km From To Length in
Km 1 274+800 275+000 0.200 318+300 321+060 2.760 2 275+730 292+510 16.780 321+130 338+030 16.900 3 293+650 295+170 1.520 4 296+240 301+310 5.070 5 301+560 301+650 0.090 6 301+840 302+595 0.755 7 303+150 305+400 2.250 8 306+030 316+500 10.470 9 316+900 317+000 0.100 10 318+100 318+300 0.200
Total 37.435 Total 19.660 4 & 2 Laning LHS/RHS Total length Km. 57.095 90.30%
Summary of DBM Completed 4 Lane & 2 Lane Stretches (Both Sides) Upto March - 2016 TN section
Sl.no
2-Laning LHS / RHS 4-Laning LHS / RHS
From To Length in
Km From To Length in Km
1 00+000 33+650 33.650 43+950 44+920 0.970
2 34+030 34+830 0.800 0.000
3 35+640 43+950 8.310 0.000
Total 42.760 Km Total 0.970
4 & 2 Laning LHS/RHS Total length Km. 43.730 71.14%
Annexure – III
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Reinforced Earth Wall (RE Wall) Work Progress Up to 31.03.2016(AP Section 1) Location : VUP Km. 275+371
RE Wall Agency : RE Wall Agency : Z – Tech Pvt. Ltd
W1 LHS - A1 Side (Km. 275+210 to Km. 275+348)
Sl. Chainage Status 1 275+210 to 275+330 Back filling 42nd layer completed 2 275+330 to 275+350 Back filling 48th layer completed
W3 LHS - A2 Side (Km. 275+380 to Km. 275+620)
1 275+380 to 275+420 Back filling 14th layer completed 2 275+420 to 275+620 Back filling 43rd layer completed
W2 RHS - A1 Side (Km. 275+216 to Km. 275+359)
1 275+220 to 275+330 Back filling 43rd layer completed 2 275+330 to 275+350 Back filling 48th layer completed
W4 RHS - A2 Side (Km. 275+394 to Km. 275+612)
1 275+390 to 275+420 Back filling 8th layer completed 2 275+420 to 275+610 Back filling 43rd layer completed
Cross Wall (W3 to W4) A2 side – Km275+382 – Backfilling 12th Layer completed.
Cross Wall (W1 to W2) A1 side – Km275+350 – Backfilling 48th Layer completed.
RE panels and Geo grid of various grades fixing in progress. Reinforced soil total quantity consumed up to March - 2016 is 70,170 Cum. No work in progress during March month.
2)Location : VUP Km. 286+800 RE Wall Agency : Maccaferri Environmental Solutions Pvt. Ltd.
(W1 & W3) LHS - A1 Side & A2 Side (Km. 286+220 to Km. 287+400)
Sl. Chainage Status 1 286+220 to 287+400 BC Completed. Work Completed
(W2 & W4) RHS - A1 Side & A2 Side (Km. 286+220 to Km. 287+400)
1 286+220 to 287+400 BC Completed. Work Completed Reinforced soil total quantity consumed is 1,78,291 Cum. RE panels erection completed.
Annexure - IV
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
1) Location : VUP Km. 317+600 RE Wall Agency : RE Wall Agency : Z – Tech Pvt. Ltd
W1 LHS - A1 Side Sl.No Chainage Status
1 317+100 to317+130 Back filling 10th layer completed 2 317+130 to317+190 Back filling 14th layer completed 3 317+190 to317+220 Back filling 16th layer completed 4 317+220 to317+270 Back filling 21st layer completed 5 317+270 to317+370 Back filling 24th layer completed 6 317+370 to317+440 Back filling 27th layer completed 7 317+440 to317+600 Back filling 28th layer completed
W3 LHS - A2 Side Sl.No Chainage Status
1 317+611 to318+010 SG top completed W2 RHS - A1 Side
Sl.No Chainage Status
1 317+100 to317+140 Back filling 10th layer completed 2 317+140 to317+170 Back filling 13th layer completed 3 317+170 to317+220 Back filling 16th layer completed 4 317+220 to317+270 Back filling 18th layer completed 5 317+270 to317+300 Back filling 24th layer completed 6 317+300 to 317+350 Back filling 21st layer completed 7 317+350 to317+370 Back filling 27th layer completed 8 317+370 to 317+440 Back filling 21st layer completed 9 317+440 to317+600 Back filling 25th layer completed
W4 RHS - A2 Side Sl.No Chainage Status
1 317+611 to 318+010 SG top completed RE panels and Geo grid of various grades fixed in all RE Walls portion. Reinforced soil total consumed quantity up to March - 2016 is 1,45,889 Cum. No work in progress during March month.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Progress of RE wall Reinforcement fixing:
Sl.No Location Agency Total Area
for RE Wall in Sqm
Total Area Erected at site in Sqm
Percentage of Progress in RE
wall %
1 VUP @ Km 286+789 Maccaferri Environmental Solutions Pvt. Ltd
12808 12808 100% Erection Completed
2 VUP @ Km 317+600 Z – Tech Pvt. Ltd 10000 8800 88.00%
3 VUP @ Km 275+371 Z – Tech Pvt. Ltd 7350 6150 83.67%
4 ROB @ Km293+155 LHS
Maccaferri Environmental Solutions Pvt. Ltd
11400 Yet to start
Toll Plazas : In AP section at Toll Plaza site Km. 305+800, PQC (M40)
Rigid Pavement Panels casting.
Sl.No Location Total No of Paneals
Paneals casting in Nos
Percentage of Progress %
1 Toll Plaza @ Km 305+800 1388 1212 87.32%
Toll Plazas : In TN section at Toll Plaza site Km. 38+100
1 Toll Plaza @ Km 38+100 Canopy work Completed and booth fixing Completed. TMS work is completed.
TRAFFIC CONTROL DEVICES/ROAD SAFETY DEVICES/ROAD SIDE FURNITURE :
THERMOPLASTIC ROAD MARKING : Total Length :-63.23Km AP Section. Total Length :-61.47Km TN Section.
Sl.No From To Length
in m Remarks Sl.No From To Length
in m Remarks 1 276+450 292+540 16090 1 0+000 33+650 33650 2 293+700 301+300 7600 2 34+100 34+750 650 3 301+850 302+560 710 RHS 3 35+750 43+950 8200 4 303+200 305+340 2140
4 43+950 44+870 920
5 306+030 316+400 10370
Total 43420 70.64% 6 318+200 321+000 2800 7 321+150 338+030 16880
Total 56590 89.50%
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
TRAFFIC ROAD SIGNS: AP Section: Hazard Marking signs at culverts, Cluster signs at median openings and warning / cautionary signs erection under progress in MCW and Crossing roads from Km. 274+700 to Km. 338+030 LHS/RHS, Total Length = 63.23 Km. Total Sign Boards Erected=983.
TN Section :Hazard marking signs at culverts , cluster signs at median openings and warning / cautionary signs erection under progress in MCW and crossing roads from Km : 0+000 to 61+470 LHS/RHS , Total length = 61.470Km . Total sign boards Erected = 675.
MEDIAN PLANTATION - AP SECTION:
Sl.no Chainage
Length in m From To
1 276+520 292+450 15930 2 293+850 295+160 1310 3 296+240 301+300 5060 4 301+840 302+560 720 5 303+200 305+340 2140 6 306+030 316+400 10370 7 318+100 318+600 500
Total Length 36030 Total Length Completed = 36.030 Km. Total Length = 43.5 Km; Percentage of Progress = 82.83% STONE PITCHING- AP SECTION
Sl.No LHS Length
in m RHS Length in
m Remarks From To From To 1 278+745 278+770 25 277+060 277+650 590 Completed 2 278+790 278+890 100 310+000 310+050 50 Completed 3 279+010 279+330 320 315+960 316+330 370 Completed 4 279+750 279+890 140 279+000 279+050 50 Completed 5 290+500 290+780 280 Completed 6 310+000 310+050 50 Completed 7 310+140 310+280 140 Completed 8 310+315 310+370 55 Completed 9 310+520 310+560 40 Completed
10 310+581 310+693 112 Completed 11 315+950 316+430 480 Completed Total LHS 1742 Total RHS 1060
Total Completed Length in m (LHS+RHS) 2802
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
W – METAL BEAM CRASH BARRIER LOCATIONS FIXED UPTO MARCH - 2016: A.P.Section :
From To From To1 277+677 277+719 42.00 Completed 277+055 277+492 437.00 Completed2 277+729 278+000 271.00 Completed 277+512 277+648 136.00 Completed3 278+690 278+774 84.00 Completed 278+960 279+052 92.00 Completed4 278+788 278+855 67.00 Completed 279+070 279+356 286.00 Completed5 279+005 279+052 47.00 Completed 280+680 280+730 50.00 Completed6 279+070 279+340 270.00 Completed 285+510 285+611 101.00 Completed7 279+410 279+460 50.00 Completed 285+623 285+675 52.00 Completed8 280+160 280+260 100.00 Completed 285+980 286+030 50.00 Completed9 280+740 280+910 170.00 Completed 287+985 288+046 61.00 Completed
10 281+640 281+710 70.00 Completed 288+160 288+215 55.00 Completed11 282+160 282+350 190.00 Completed 288+235 288+285 50.00 Completed12 285+550 285+611 61.00 Completed 288+405 288+472 67.00 Completed13 288+150 288+215 65.00 Completed 288+480 288+500 20.00 Completed14 288+235 288+285 50.00 Completed 288+540 288+560 20.00 Completed15 288+305 288+420 115.00 Completed 288+635 288+665 30.00 Completed16 288+500 288+535 35.00 Completed 289+730 289+830 100.00 Completed17 289+160 289+247 87.00 Completed 290+330 290+426 96.00 Completed18 289+775 289+930 155.00 Completed 290+440 290+470 30.00 Completed19 289+936 290+190 254.00 Completed 290+490 290+580 90.00 Completed20 290+330 290+420 90.00 Completed 291+570 291+791 221.00 Completed21 290+435 290+470 35.00 Completed 291+806 292+112 306.00 Completed22 290+490 290+765 275.00 Completed 292+335 292+376 41.00 Completed23 290+920 290+990 70.00 Completed 292+390 292+535 145.00 Completed24 291+603 291+790 187.00 Completed 294+858 294+980 122.00 Completed25 291+806 291+930 124.00 Completed 294+995 295+180 185.00 Completed26 292+295 292+515 220.00 Completed 297+702 297+730 28.00 Completed27 293+670 100.00 Completed 297+770 297+808 38.00 Completed28 293+770 62.00 Completed 297+838 297+962 124.00 Completed29 294+860 294+980 120.00 Completed 297+978 298+166 188.00 Completed30 294+995 295+180 185.00 Completed 298+168 298+282 114.00 Completed31 297+692 297+732 40.00 Completed 298+300 298+350 50.00 Completed32 297+772 297+860 88.00 Completed 298+358 298+426 68.00 Completed33 297+880 297+962 82.00 Completed 298+470 298+608 138.00 Completed34 297+978 298+282 304.00 Completed 298+614 298+750 136.00 Completed35 298+300 298+426 126.00 Completed 300+255 300+405 150.00 Completed36 298+470 298+734 264.00 Completed 300+464 300+476 12.00 Completed37 300+296 300+380 84.00 Completed 300+528 300+742 214.00 Completed38 300+386 300+464 78.00 Completed 301+430 301+648 218.00 Completed39 300+516 300+740 224.00 Completed 301+676 301+786 110.00 Completed40 300+754 300+820 66.00 Completed 301+890 302+086 196.00 Completed41 300+834 300+930 96.00 Completed 304+615 304+643 28.00 Completed42 300+942 300+972 30.00 Completed 304+661 304+689 28.00 Completed43 300+980 301+066 86.00 Completed 306+948 306+970 22.00 Completed44 301+950 302+054 104.00 Completed 306+978 307+000 22.00 Completed45 304+610 304+638 28.00 Completed 307+140 307+470 330.00 Completed46 304+656 304+684 28.00 Completed 310+000 310+050 50.00 Completed47 305+200 305+300 100.00 Completed 310+140 310+190 50.00 Completed48 306+530 306+570 40.00 Completed 315+150 315+260 110.00 Completed49 306+780 307+630 850.00 Completed 315+280 315+334 54.00 Completed50 309+990 310+050 60.00 Completed 315+340 315+412 72.00 Completed51 310+140 310+284 144.00 Completed 315+422 315+468 46.00 Completed52 310+304 310+378 74.00 Completed 315+498 315+605 107.00 Completed53 310+510 310+563 53.00 Completed 315+950 316+092 142.00 Completed54 310+583 310+694 111.00 Completed 316+108 316+350 242.00 Completed55 310+745 310+875 130.00 Completed 323+986 324+106 120.00 Completed
Side - LHS Side - RHSSl.n
oChainage(Km) Length (m) Remarks Chainage(Km) Length
(m) Remarks
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
From To From To56 310+920 310+950 30.00 Completed 329+900 329+934 34.00 Completed57 315+147 315+240 93.00 Completed 330+020 330+087 67.00 Completed58 315+249 315+260 11.00 Completed 330+089 330+111 22.00 Completed59 315+280 315+322 42.00 Completed 330+113 330+150 37.00 Completed60 315+326 315+394 68.00 Completed 330+160 330+242 82.00 Completed61 315+398 315+444 46.00 Completed 330+246 330+306 60.00 Completed62 315+452 315+468 16.00 Completed 330+310 330+326 16.00 Completed63 315+498 315+570 72.00 Completed 330+338 330+393 55.00 Completed64 315+584 315+605 21.00 Completed 330+400 330+432 32.00 Completed65 315+950 316+092 142.00 Completed 330+464 330+520 56.00 Completed66 316+108 316+430 322.00 Completed 331+040 331+127 87.00 Completed67 318+252 318+343 91.00 Completed 331+137 331+145 8.00 Completed68 318+360 318+426 66.00 Completed 331+153 331+181 28.00 Completed69 318+432 318+656 224.00 Completed 331+187 331+387 200.00 Completed70 329+600 329+656 56.00 Completed 331+396 331+408 12.00 Completed71 329+662 329+694 32.00 Completed 331+414 331+520 106.00 Completed72 329+702 329+706 4.00 Completed 331+540 331+624 84.00 Completed73 329+728 329+760 32.00 Completed 331+630 331+674 44.00 Completed74 329+764 329+802 38.00 Completed 331+680 331+700 20.00 Completed75 329+806 329+834 28.00 Completed 334+184 334+204 20.00 Completed76 329+838 329+888 50.00 Completed 334+218 334+360 142.00 Completed77 329+894 329+934 40.00 Completed 334+370 334+420 50.00 Completed78 330+020 330+121 101.00 Completed 335+886 335+902 16.00 Completed79 330+125 330+150 25.00 Completed 335+919 336+035 116.00 Completed80 330+160 330+182 22.00 Completed 336+054 336+070 16.00 Completed81 330+194 330+390 196.00 Completed 336+086 336+116 30.00 Completed82 330+400 330+480 80.00 Completed 336+133 336+143 10.00 Completed83 330+802 330+818 16.00 Completed 336+157 336+220 63.00 Completed84 330+824 330+844 20.00 Completed 336+234 336+264 30.00 Completed85 331+040 331+140 100.00 Completed86 331+153 331+210 57.00 Completed87 331+216 331+318 102.00 Completed88 331+330 331+370 40.00 Completed89 331+396 331+494 98.00 Completed90 331+520 331+608 88.00 Completed91 331+612 331+700 88.00 Completed92 334+188 334+222 34.00 Completed93 334+230 334+262 32.00 Completed94 334+270 334+300 30.00 Completed95 334+310 334+360 50.00 Completed96 334+370 334+420 50.00 Completed97 335+886 335+902 16.00 Completed98 335+919 336+035 116.00 Completed99 336+054 336+070 16.00 Completed
100 336+086 336+116 30.00 Completed101 336+133 336+143 10.00 Completed102 336+157 336+220 63.00 Completed103 336+234 336+264 30.00 Completed104 336+278 336+310 32.00 Completed
10007.00 7593.00
LHS RHS Total(BHS)15586.00 12975.00 28561.0010007.00 7593.00 17600.00
5579.00 5382.00 10961.0064.21% 58.52% 61.62%% Completed Length
Total Length in mTotal Length in m
Description Total Length in m
Completed Length in mBalance Length in m
Side - LHS Side - RHSSl.n
oChainage(Km) Length (m) Remarks Chainage(Km) Length
(m) Remarks
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Curve Details in AP Section (Radius ≤ 1800m) Sl.no From To Length Radius Remarks
1 274853.502 275206.767 353.265 400 2 275223.744 275727.802 504.058 -400 3 276001.524 276536.330 534.806 -600 4 276580.722 276837.619 256.897 500 5 277112.710 277609.651 496.941 -1000 6 286698.335 287028.435 330.100 1000 7 293523.231 294039.689 516.458 360 8 294893.391 295161.227 267.836 360 9 296004.925 296235.990 231.065 -500 10 297405.943 297783.145 377.202 700 11 297836.720 298162.378 325.658 -500 12 300097.130 300616.897 519.767 -360 13 301954.645 302812.192 857.547 1000 14 302991.536 304308.432 1316.896 1000 15 305187.690 305706.293 518.603 -360 16 305812.065 306021.174 209.109 -500 17 306053.674 306393.194 339.520 400 18 306481.774 306729.687 247.913 400 19 306886.282 307086.942 200.660 700 20 307125.706 307390.131 264.425 -360 21 308993.443 309330.708 337.265 -360 22 309524.733 310034.331 509.598 1500 23 311025.432 311280.340 254.908 -400 24 313252.320 313635.994 383.674 -360 25 315147.209 315470.973 323.764 240 26 320318.863 320901.634 582.771 -1350 27 322418.315 322660.609 242.294 1000 28 323783.436 324173.421 389.985 700 29 324186.153 324397.565 211.412 -600 30 325738.331 325959.428 221.097 1000 31 326061.124 326465.023 403.899 -1000 32 326801.898 327019.678 217.780 700 33 327227.777 327594.425 366.648 -450 34 328818.897 329167.399 348.502 400 35 329530.644 329924.056 393.412 -300 36 330007.296 330452.556 445.260 300 37 331141.090 331662.949 521.859 360 38 332002.940 332505.891 502.951 -500 39 332873.624 333102.168 228.544 500 40 333129.189 333453.357 324.168 -400 41 334021.844 334193.130 171.286 500 42 334202.829 334383.402 180.573 -240 43 336378.731 336665.364 286.633 1500
Total Length in m 16517.009
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
BUSBAYS STATUS - AP SECTION :
BUSBAYS STATUS – TN. SECTION :
2-Lane Over Head Gantry Sign boards Erected AP Section: 1. Km.285+945 LHS -1no. 2. Km.287+650RHS - 1no. 3. Km.293+950 RHS - 1no. 4. Km.318+250 RHS - 1no. 2-Lane Over Head Gantry Sign boards Erected TN Section: 1. Km.7+100 – 1no. 2. Km.10+400 – 1no.
Chainages Status Chainages Status Chainages Status Chainages Status1 277+167 BC Completed 277+967 BC Completed 1 277+167 Completed 277+967 Completed2 292+017 BC Completed 292+347 BC Completed 2 292+017 Completed 292+347 Completed3 297+307 BC Completed 297+537 BC Completed 3 297+307 Completed 297+537 Completed4 309+137 BC Completed 308+852 BC Completed 4 309+137 Completed 308+852 Completed5 311+217 BC Completed 311+117 BC Completed 5 311+217 Completed 311+117 Completed6 318+742 BC Completed 318+687 BC Completed 6 318+742 Completed 318+687 Completed7 322+457 BC Completed 322+187 BC Completed 7 322+457 Completed 322+187 Not provided8 324+567 BC Completed 324+777 BC Completed 8 324+567 Completed 324+777 Completed9 326+707 BC Completed 326+037 BC Completed 9 326+707 Completed 326+037 Completed
10 328+927 BC Completed 328+617 BC Completed 10 328+927 Completed 328+617 Completed11 332+827 BC Completed 11 332+827 Completed12 336+707 BC Completed 336+487 BC Completed 12 336+707 Completed 336+487 Completed
34 nos 34 nos23 nos 22 nos11 nos 12 nos
Bus Shelter in AP-SectionRHS
Bus Bay status in AP-Section
BC CompletedBalance
Total No of Bus Bay
S.No
LHS
Balance
S.No
LHS RHS
Total No of Bus ShelterProgress :
1 1+720 Completed 2+000 Completed 1 1+720 Completed 2+000 Completed2 9+650 Completed 8+000 Completed 2 9+650 Completed 8+000 Completed3 12+500 Completed 12+185 Completed 3 12+500 Completed 12+185 Completed4 17+400 Not yet started 17+800 Completed 4 17+400 Not yet started 17+800 Completed5 29+050 Completed 28+800 Completed 5 29+050 Completed 28+800 Completed6 32+350 Completed 31+950 Completed 6 32+350 Completed 31+950 Completed7 33+250 Completed 33+100 Completed 7 33+250 Completed 33+100 Completed8 34+500 Not yet started 35+100 Not yet started 8 34+500 Not yet started 35+100 Not yet started9 36+850 Not yet started 36+950 Completed 9 36+850 Not yet started 36+950 Completed
10 42+700 Not yet started 42+950 Not yet started 10 42+700 Not yet started 42+950 Not yet started11 50+900 Not yet started 50+900 Not yet started 11 50+900 Not yet started 50+900 Not yet started12 52+200 Not yet started 52+200 Not yet started 12 52+200 Not yet started 52+200 Not yet started
24 nos 24 nos14 nos 14 nos10 nos 10 nos
Total No of Bus Bay :Completed :
Balance :
RHSLHS
Total No of Bus ShelterCompleted :
Balance :
RHS
Chainages Status
Bus Shelter in TN-SectionLHS
S.No
Chainages ChainagesStatus Status
Bus Bay status in TN-Section
S.No
Chainages Status
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
DETAILS OF WATER BODIES EXISTING ON PROJECT HIGHWAY
AP- SECTION:
Sl.no Description From To
Length (Km)
1 Peruru Tank (Tirupati Bypass) 277.900 278.550 0.650 2 Thummalagunta Tank 281.000 281.100 0.100 3 Avilala Tank 282.400 283.000 0.600 4 Oteru Tank 285.200 285.300 0.100 5 Daminedu Tank 288.800 289.200 0.400
6 Tukivakam Tank 291.800 292.100 0.300 7 Vadamalpeta Tank 300.600 301.000 0.400
8 Thorur Tank 314.200 314.300 0.100 9 Govindapalem Tank 315.900 316.300 0.400 10 Tadukupeta Tank 336.180 336.600 0.420 11 Tadukupeta Tank 336.800 337.000 0.200 Total Length in Km 3.670
TN- SECTION: Sl.no
Description From To Length (Km)
1 Pullarampakkam Big Tank 45.550 46.400 0.850 2 EKKadu Big Tank 48.040 48.240 0.200
3 Tannerkullam Tank 50.240 50.630 1.490 50.700 51.800
4 Pakkam Big Tank 60.250 61.000 0.750 Total Length in Km 3.290
Total Length (AP.TN) = (3.670 + 3.290) = 6.960 Km.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
W – METAL BEAM CRASH BARRIER LOCATIONS FIXED UPTO MARCH - 2016: T.N.Section :
Length From To From To
1 0+340 0+365 25.00 Completed 0+340 0+365 25.00 Completed 2 0+405 0+429 24.00 Completed 0+405 0+429 24.00 Completed 3 4+637 4+737 100.00 Completed 2+440 2+800 360.00 Completed 4 4+747 4+835 88.00 Completed 7+640 7+692 52.00 Completed 5 4+842 4+854 12.00 Completed 7+702 7+856 154.00 Completed 6 4+875 4+923 48.00 Completed 9+269 9+494 225.00 Completed 7 7+644 7+692 48.00 Completed 9+758 9+916 158.00 Completed 8 7+704 7+850 146.00 Completed 11+253 11+273 20.00 Completed 9 9+269 9+494 225.00 Completed 11+291 11+347 56.00 Completed
10 9+758 9+836 78.00 Completed 11+359 11+373 14.00 Completed 11 9+846 9+916 70.00 Completed 11+430 11+466 36.00 Completed 12 11+178 11+238 60.00 Completed 16+178 16+230 52.00 Completed 13 11+253 11+273 20.00 Completed 17+984 18+000 16.00 Completed 14 11+291 11+373 82.00 Completed 18+000 18+020 20.00 Completed 15 11+430 11+466 36.00 Completed 18+046 18+170 124.00 Completed 16 16+178 16+230 52.00 Completed 18+172 18+224 52.00 Completed 17 17+906 18.000 94.00 Completed 18+232 18+284 52.00 Completed 18 18.000 18+046 46.00 Completed 18+292 18+408 116.00 Completed 19 18+052 18+160 108.00 Completed 18+410 18+438 28.00 Completed 20 18+168 18+228 60.00 Completed 18+456 18+600 144.00 Completed 21 18+232 18+264 32.00 Completed 18+606 18+646 40.00 Completed 22 18+268 18+296 28.00 Completed 18+652 18+684 32.00 Completed 23 18+300 18+390 90.00 Completed 18+700 18+855 155.00 Completed 24 18+392 18+428 36.00 Completed 18+876 19+000 124.00 Completed 25 18+448 18+52 72.00 Completed 19+000 19+032 32.00 Completed 26 18+664 18+672 8.00 Completed 19+234 19+282 48.00 Completed 27 18+688 18+846 158.00 Completed 19+303 19+411 108.00 Completed 28 18+869 19+000 131.00 Completed 19+422 19+551 129.00 Completed 29 19+000 19+028 28.00 Completed 19+569 19+645 76.00 Completed 30 19+234 19+282 48.00 Completed 21+078 21+320 242.00 Completed 31 19+303 19+431 128.00 Completed 24+582 24+660 78.00 Completed 32 19+460 19+540 80.00 Completed 24+667 24+679 12.00 Completed 33 19+555 19+571 16.00 Completed 24+721 24+810 89.00 Completed 34 21+004 21+064 60.00 Completed 25+300 25+600 300.00 Completed 35 21+078 21+25 172.00 Completed 25+600 25+779 179.00 Completed 36 24+612 24+668 56.00 Completed 25+801 26+080 279.00 Completed 37 24+710 24+730 20.00 Completed 26+182 26+339 157.00 Completed 38 25+380 25+510 130.00 Completed 27+216 27+284 68.00 Completed 39 25+570 25+779 209.00 Completed 27+300 27+308 8.00 Completed 40 25+801 25+965 164.00 Completed 27+644 27+665 21.00 Completed 41 25+978 26+04 62.00 Completed 27+689 27+714 25.00 Completed 42 26+182 26+262 80.00 Completed 28+222 28+342 120.00 Completed 43 26+280 26+308 28.00 Completed 28+378 28+448 70.00 Completed 44 26+323 26+339 16.00 Completed 29+740 29+872 132.00 Completed 45 27+216 27+284 68.00 Completed 29+890 29+910 20.00 Completed 46 27+300 27+342 42.00 Completed 30+220 30+280 60.00 Completed 47 27+640 27+665 25.00 Completed 30+334 30+475 141.00 Completed 48 27+689 27+714 25.00 Completed 31+068 31+096 28.00 Completed 49 28+218 28+342 124.00 Completed 31+116 31+136 20.00 Completed 50 28+378 28+448 70.00 Completed 31+164 31+192 28.00 Completed 51 29+740 29+872 132.00 Completed 32+370 32+580 210.00 Completed 52 29+890 29+91 20.00 Completed 32+584 32+612 28.00 Completed 53 30+334 30+354 20.00 Completed 32+620 32+710 90.00 Completed 54 30+360 30+475 115.00 Completed 32+719 32+755 36.00 Completed 55 31+040 31+096 56.00 Completed 32+781 32+830 49.00 Completed
Side - LHS Side - RHS
Remarks RemarksChainage (Km)Sl.no
Chainage (Km) Length (m)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
Length From To From To
56 31+116 31+136 20.00 Completed 33+520 33+620 100.00 Completed 57 31+167 31+195 28.00 Completed 34+080 34+230 150.00 Completed 58 32+370 32+580 210.00 Completed 35+948 36+000 52.00 Completed 59 32+598 32+612 14.00 Completed 36+000 36+020 20.00 Completed 60 32+622 32+712 90.00 Completed 36+040 36+180 140.00 Completed 61 32+723 32+817 94.00 Completed 36+188 36+388 200.00 Completed 62 33+520 33+620 100.00 Completed 36+394 36+398 4.00 Completed 63 34+080 34+380 300.00 Completed 37+160 37+220 60.00 Completed 64 35+948 36+000 52.00 Completed 37+372 37+420 48.00 Completed 65 36+000 36+056 56.00 Completed 37+433 37+573 140.00 Completed 66 36+076 36+384 308.00 Completed 38+438 38+630 192.00 Completed 67 36+398 36+474 76.00 Completed 40+198 40+246 48.00 Completed 68 37+160 37+220 60.00 Completed 40+256 40+272 16.00 Completed 69 37+372 37+420 48.00 Completed 40+280 40+288 8.00 Completed 70 37+423 37+573 150.00 Completed 40+296 40+312 16.00 Completed 71 37+586 37+598 12.00 Completed 40+318 40+326 8.00 Completed 72 38+438 38+546 108.00 Completed 40+336 40+340 4.00 Completed 73 38+556 38+63 74.00 Completed 40+345 40+361 16.00 Completed 74 40+198 40+306 108.00 Completed 40+369 40+381 12.00 Completed 75 40+312 40+328 16.00 Completed 40+392 40+404 12.00 Completed 76 40+338 40+402 64.00 Completed 40+413 40+429 16.00 Completed 77 40+440 40+524 84.00 Completed 40+437 40+493 56.00 Completed 78 40+530 40+566 36.00 Completed 40+497 40+505 8.00 Completed 79 40+574 40+592 18.00 Completed 40+509 40+577 68.00 Completed 80 41+620 41+636 16.00 Completed 41+612 41+636 24.00 Completed 81 41+676 41+700 24.00 Completed 41+676 41+700 24.00 Completed 82 41+780 41+792 12.00 Completed 41+905 41+930 25.00 Completed 83 41+815 41+830 15.00 Completed 42+328 42+480 152.00 Completed 84 41+905 41+930 25.00 Completed 42+484 42+578 94.00 Completed 85 42+317 42+385 68.00 Completed 42+588 42+598 10.00 Completed 86 42+400 42+452 52.00 Completed 43+110 43+158 48.00 Completed 87 42+471 42+483 12.00 Completed 43+185 43+209 24.00 Completed 88 42+497 42+513 16.00 Completed 43+226 43+286 60.00 Completed 89 42+562 42+566 4.00 Completed 43+296 43+384 88.00 Completed 90 42+570 42+578 8.00 Completed 43+396 43+434 38.00 Completed 91 42+588 42+598 10.00 Completed 43+460 43+630 170.00 Completed 92 43+134 43+209 75.00 Completed 43+646 43+796 150.00 Completed 93 43+226 43+286 60.00 Completed 43+845 43+971 126.00 Completed 94 43+296 43+338 42.00 Completed 43+988 44.000 12.00 Completed 95 43+350 43+374 24.00 Completed 44+000 44+280 280.00 Completed 96 43+378 43+384 6.00 Completed 44+700 44+828 128.00 Completed 97 43+394 43+434 40.00 Completed 98 43+444 43+468 24.00 Completed 99 43+480 43+630 150.00 Completed
100 43+656 43+804 148.00 Completed 101 43+812 43+848 36.00 Completed 102 43+862 43+936 74.00 Completed 103 43+944 43+971 27.00 Completed 104 43+988 44+000 12.00 Completed 105 44+000 44+092 92.00 Completed 106 44+098 44+280 182.00 Completed 107 44+694 44+766 72.00 Completed 108 44+784 44+828 44.00 Completed
7467.00 Total Length in m 7809.00
LHS RHS Total(BHS)11674.00 10232.00 21906.00
7467.00 7809.00 15276.004207.00 2423.00 6630.0063.96% 76.32% 69.73%
Description Total Length in m
Completed Length in mBalance Length in m
Total Length in m
Side - LHS Side - RHS
Remarks RemarksChainage (Km)
% Completed Length
Sl.no
Chainage (Km) Length (m)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
TURFING ON EMBANKMENT SLOPES: Turfing Completed Chainages - AP SECTION:
Sl.no
LHS RHS Chainage
Length in m Chainage Length in
m From To From To 1 276+600 277+040 440 277+650 279+500 1850 2 277+230 278+750 1520 0
Total LHS 1960 Total RHS 1850 Total (LHS + RHS) 3810
Turfing Completed Chainages - TN SECTION:
Sl.no
LHS RHS Chainage
Length in m Chainage
Length in m From To From To
1 17+360 17+460 100 17+000 17+800 800 2 17+500 17+540 40 18+000 18+600 600 3 17+850 18+100 250 20+320 20+430 110 4 18+100 18+650 550 20+500 20+950 450 5 19+610 20+230 620 21+100 21+150 50 6 20+230 20+440 210 24+050 24+690 640 7 20+490 20+950 460 24+770 25+000 230 8 24+110 24+160 50 25+000 25+500 500 9 24+220 24+680 460
10 24+800 25+000 200 11 25+000 25+500 500
Total LHS 3440 Total RHS 3380 Total (LHS + RHS) 6820
Stone Pitching TN Section LHS
RHS
Sl.No From To Length From To Length Remarks 1 18.87 19.03 0.160 18.87 19.03 0.160 Completed 2 11.25 11.27 0.020 11.29 11.36 0.070 Completed 3 11.29 11.38 0.090 19.23 19.28 0.050 Completed 4 11.42 11.46 0.040 19.28 19.36 0.080 Completed 5 19.23 19.28 0.050
Total 0.360 Total 0.360 Total (LHS + RHS) 0.720
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 95
ACCIDENT DATA FOR MARCH - 2016
“B” “C” “D” “E” “F” “G” “H”
LHS/ Urban/RHS Rural
1 3-Mar-16 05:30pm 305+400 RHS Rural 2 2 1 2 2 2 1Two Car's
collide each other
- 3 - 1 - Yes Puttur GH
2 4-Mar-16 05:30am 299+000 RHS Rural 7 2 2 2 1 - 1 Car - 5 - - - Yes Narayandri Hospital
3 5-Mar-16 07:00pm 335+076 RHS Rural 7 2 2 2 1 - 1Car ran through
Pedestrian 1 - - - - Yes Nagari GH
4 6-Mar-16 07:00pm 296+100 LHS Rural 7 2 1 4 2 - 1 Two Wheeler - - 1 - - Yes Renigunta Hospital
5 10-Mar-16 02:05pm 310+200 RHS Rural 7 2 2 2 1 2 1 Two Wheeler - - 1 - - Yes SVIMS Hospital-TPT
6 13-Mar-16 07:10pm 313+600 LHS Rural 7 2 2 2 1 2 1 Car-Two Wheeler
- 6 - - - Yes Puttur GH
7 18-Mar-16 02:30pm 305+000 RHS Rural 7 2 2 2 2 2 1 Auto - 2 - - - Yes Narayandri Hospital
8 22-Mar-16 11:00am 288+700 LHS Rural 4 2 2 4 1 - 1 Car-Two Wheeler
- 1 - - - Yes 108 Service
9 25-Mar-16 03:55pm 305+500 RHS Rural 6 2 1 2 2 2 1 Two Wheeler - 1 - - - Yes Ramadevi Hospital
10 29-Mar-16 04:30pm 303+000 LHS Rural 4 2 2 2 1 - 1 Car-Two Wheeler
- 2 - - - Yes Puttur GH
A.P. Section
No. of animals killed if
any
Help provided
by Ambulanc
e/Patrol vehicle Remarks
Accident Location
Nat
ure
of
Acc
iden
t
Cla
ssifi
catio
n of
Acc
iden
t
Cau
seSl. No
Date/ Month/ Year
Time of Accident (am/pm)
“A”
MinorVehicle
responsible
No. of affected persons
Wea
ther
co
nditi
on
ChainageFata
l GrievousRoa
d Fe
atur
esR
oad
cond
ition
Inte
rest
ed o
n T
ype
and
cont
rol
Non Injury
“B” “C” “D” “E” “F” “G” “H”
LHS/ Urban/RHS Rural
1 2-Mar-16 10:10am 39+400 RHS Rural 2 1 4 2 1 - 1 Two Wheeler - - 2 1 - Yes Thiruvallur GH
2 3-Mar-16 05:10pm 38+100 LHS Rural 7 1 2 2 1 - 1 Two Wheeler - - 1 1 - Yes Pattaraiper umbudur GH
3 4-Mar-16 07:00pm 30+600 LHS Rural 2 3 4 2 2 - 1 Car - - 1 1 - Yes Kanakamm achatram GH
4 5-Mar-16 07:35pm 32+800 LHS Rural 7 1 1 2 4 - 1 Two Wheeler - - 1 1 - Yes Thiruvallur GH5 5-Mar-16 08:29pm 39+600 LHS Rural 6 3 1 2 1 - 1 Car - - 3 1 - Yes Thiruvallur GH
Remarks
Accident Location
Nat
ure
of
Acc
iden
tC
lass
ifica
tion
of
Acc
iden
tC
ause
Roa
d Fe
atur
esR
oad
cond
ition
Inte
rest
ed o
n Ty
pe a
nd
cont
rol
Wea
ther
co
nditi
on
ChainageFata
l Grievous MinorNon
Injury
T.N. Section
Sl. No
Date/ Month/ Year
Time of Accident (am/pm)
“A”
Vehicle responsible
No. of affected personsNo. of
animals killed if
any
Help provided
by Ambulance
/Patrol vehicle
Annexure - V
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016] Page 96
Note: A: Urban/Rural and details of surrounding land use. B: 1-Over turning, 2-Head on collision, 3-Rear end collision, 4-Collision brush/side wipe, 5-Right turn collision, 6-Skidding,7-Right turn collision, 8- Others. C: 1-Fata, 2-Greavious Injury, 3-Minor Injured, 4-Non-Injury D: 1-Drunken, 2-Over speeding, 3-Vehicle out of control, 4-Fault of driver of Motor vehicle/driver of other vehicle/cyclist/pedestrian/passenger, 5-Defect in mechanical condition of motor
vehicle/road condition. E: 1-Single lane, 2-Two lanes, 3-Three lanes or more without control divider (median), 4-Four lanes for more with control divider. F: 1-Straight road, 2-Slight curve, 3-Sharp curve, 4-Flat Road, 5-Gentle incline, 6-Steep incline, 7-Hump, 8-Dip. G: 1-T junction, 2- Y Junction, 3-Four arm Junction, 4-Staggered junction, 5-junction with more than 4 arms, 6-Roundabout Junction, 7-Manned rail crossing, 8-Unmanned rail crossing. H: 1-Fine, 2-Mist/Fog, 3-Cloudy, 4-Light rain, 5-Heavy rain, 6-Hail/sleet, 7-Snow, 8-Strong wind, 9-Dust storm, 10-Very hot,
11-Very cold, 12-Other extraordinary weather condition.
“B” “C” “D” “E” “F” “G” “H”
LHS/ Urban/RHS Rural
6 8-Mar-16 10:00pm 32+700 RHS Urban 3 3 4 2 1 - 1 Two Wheeler - - 2 1 - Yes Thiruttani GH
7 10-Mar-16 07:00pm 33+800 LHS Rural 2 1 4 2 4 - 1 Two Wheeler - - 2 1 - Yes Thirupachur GH
8 10-Mar-16 08:30pm 42+600 RHS Rural 6 1 4 2 1 - 1 Car - - 1 1 - Yes Thiruvallur GH9 10-Mar-16 07:55pm 37+100 LHS Rural 4 1 3 2 4 - 1 Car - - 3 1 - Yes Thiruvallur GH
10 12-Mar-16 09:35am 25+900 LHS Rural 1 2 1 - 1 - 1 Two Wheeler - - 2 1 - Yes Thiruvallur GH
11 12-Mar-16 12:10pm 33+250 LHS Rural 1 3 2 2 1 - 1 Car - - 1 1 - Yes Pattaraiper umbudur GH
12 13-Mar-16 11:50pm 43+500 LHS Rural 1 2 2 2 4 - 1 Two Wheeler - - 1 2 - Yes Thirupachur GH
13 18-Mar-16 07:15pm 36+800 RHS Rural 3 2 3 2 1 - 1 Two Wheeler - - 1 1 - Yes Thiruvallur GH14 24-Mar-16 02:30pm 34+600 LHS Rural 6 3 3 2 2 - 1 Car - - 1 1 - Yes Thiruvallur GH
Remarks
Accident Location
Nat
ure
of
Acc
iden
t
Cla
ssifi
catio
n of
Acc
iden
t
Cau
seR
oad
Feat
ures
Roa
d co
nditi
onIn
tere
sted
on
Typ
e an
d co
ntro
lW
eath
er
cond
ition
ChainageFata
l Grievous MinorNon
Injury
T.N. Section
Sl. No
Date/ Month/
Year
Time of Accident (am/pm)
“A”
Vehicle responsible
No. of affected personsNo. of
animals killed if
any
Help provided
by Ambulance
/Patrol vehicle
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March -2016]
SUMMARY OF NCR UP TO MARCH-2016:
Sl.no IE Ltr no. & Date NCRs No NCR date Subject Chainage Closing date Closing Letter No Remarks
1 Highway- 01/ AP section 11.09.2012 Embankment soil contains over size
concrete material. 316+150 TO 316+250 12.10.2012 CEI-Pj/NHAI/TRP/ 1112021/2012/251 Closed
2 Highway- 02/ AP section
25.09.2012 Absence of sign boards - safety issues
321+500 TO 322+200 08.11.2012 CEI-Pj/NHAI/TRP/ 1112021/2012/307
Closed
3 Ltr No. 330dt. 27.11.2012
Highway- 03/ AP section 27.11.2012
DBM laid without application of tack coat & DBM less thick ness found to 54- 71 mm
324+240 TO 324+330 30.07.2013 CEI-Pj/NHAI/TRP/
1112021/2012/605 Closed
4 Ltr No. 476dt. 12.04.2013
Highway- 04/ AP section 12.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads as per MORTH
VUP at Km 317+600 31.12.2013 CEI-Pj/NHAI/TRP/ 1112021/2012/795 Closed
5 Ltr No. 476dt. 12.04.2013
Highway- 05/ AP section 12.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads as per MORTH
Km 319+986 RHS 17.05.2013 CEI-Pj/NHAI/TRP/ 1112021/2012/510 Closed
6 Ltr No. 477dt. 13.04.2013
Highway- 06/ AP section 13.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads safety measures as per MORTH
Km 294+860 27.04.2013 CEI-Pj/NHAI/TRP/ 1112021/2012/491 Closed
7 Ltr No. 477dt. 13.04.2013
Highway- 07/ AP section 13.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads safety measures as per MORTH
Km 330+000 to 330+450 18.06.2013 CEI-Pj/NHAI/TRP/
1112021/2013/546 Closed
8 Ltr No. 526dt. 23.05.2013
Highway- 08/ AP section 23.05.2013
Notification of Non Compliance Regarding Temporary Diversion is not finished with Bituminous layer in AP section as per MORTH
332+517 LHS 30.01.2014 CEI-Pj/NHAI/TRP/ 1112021/2014/838 Closed
9 Ltr No. 527dt. 23.05.2013
Highway- 09/ AP section 23.05.2013
Notification of Non Compliance Regarding Temporary Diversion is not finished with Bituminous layer in AP section as per MORTH
330+184 LHS 18.02.2014 CEI-Pj/NHAI/TRP/ 1112021/2014/860 Closed
10 Ltr No. 528dt. 23.05.2013
Highway- 10/ AP section 23.05.2013
Notification of Non Compliance Regarding Diversion is not finished with Bituminous layer in AP section as per MORTH
Km 329+689 30.01.2014 CEI-Pj/NHAI/TRP/ 1112021/2014/837 Closed
11 Ltr No. 529dt. 23.05.2013
Highway- 11/ AP section 23.05.2013
Notification of Non Compliance Regarding Diversion is not finished with Bituminous layer in AP section as per MORTH
Km 320+850 & 321+130 26/02/2014 CEI-Pj/NHAI/TRP/
1112021/2014/871 Closed
12 Ltr No. 530dt. 23.05.2013
Highway-12/ AP section 23.05.2013
Notification of Non Compliance Regarding RE Wall location - Key concrete laid in AP section
Km 317+720 to 318+010 LHS 08.07.2013 CEI-Pj/NHAI/TRP/
1112021/2013/571-A Closed
13 Ltr No. 531dt. 23.05.2013
Highway-13/ AP section 21.05.2013
Notification of Non Compliance Regarding Stone Pitching in AP section as per MORTH
Km 315+980 to 316+020 RHS & 316+110 to 316+140 RHS
26/02/2014 CEI-Pj/NHAI/TRP/ 1112021/2014/872 Closed
14 Ltr No. 576dt. 11.07.2013
Highway-14/ AP section 11.07.2013
Notification of Non Compliance Regarding the existing Old bridge at Km. 292+250 LHS the foot path slab and the approach slab has caved in (Safety) – AP Section
Km. 292+250 LHS 31.12.2013 CEI-Pj/NHAI/TRP/ 1112021/2013/794 Closed
15 Ltr No. 577dt. 11.07.2013
Highway-15/ AP section 11.07.2013
Notification of Non Compliance Regarding As pre standard specifications Cl.12 “Arrangement of Traffic during Construction” is not implemented at the site at Km. 329+720 diversion is not paved (Safety) – AP Section
Km. 329+720 18.02.2014 CEI-Pj/NHAI/TRP/ 1112021/2014/857 Closed
16 Ltr No. 578dt. 11.07.2013
Highway-16/ AP section 11.07.2013
Notification of Non Compliance Regarding W-Beam crash barrier (Safety) – AP Section
Km. 287+980 RHS ,297+970 LHS 24.12.2014 CEI-Pj/NHAI/TRP/
1112021/2014/1187 Closed
17 Ltr No. 616dt. 05.08.2013
Highway-17/ AP section 05.08.2013
Notification of Non Compliance for PQC panels cast-slump of mix higher than design mix
Km. 305+908 to Km. 305+916 RHS 28/02/2014 CEI-Pj/NHAI/TRP/
1112021/2013/874 Closed
18 Ltr No. 622dt. 14.08.2013
Highway-18/ AP section 14.08.2013
regarding at Km. 332+700 to 332+780 LHS B.C. laying progress. The work has been carried out by the Concessionaire around @ 2.30 AM (Dt. 14.08.2013 early hours) while raining. Also without submitting RFI for the work, no intimation was made by the concessionaire to the IE.
Km. 332+700 to Km. 332+780 LHS 31.12.2013 CEI-Pj/NHAI/TRP/
1112021/2013/793 Closed
Annexure - VI
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 98
Sl.no IE Ltr no. & Date
NCRs No NCR date Subject Chainage Closing date Closing Letter No Remarks
19 Ltr No.1112dt. 30.10.2014
Highway-19/AP section 30.10.2014
Notification of non compliance regarding balance works as part of safety at Km 293+800 KLN junction in AP section-reg.
Km. 293+800 24.12.2014 CEI-Pj/NHAI/TRP/ 1112021/2014/1186
Closed
20 Ltr.no. 358dt. 08.12.12
HW-1/ TN section 07.12.2012 Not providing of sign boards.
10+600, 19+500, 31+137, 32+000, 41+460, 41+483
28.06.2013 CEI-Pj/NHAI/TRP/ 1112021/2013/557 Closed
21 Ltr.no. 476-Adt. 12.04.13
Highway- 02/ TN section
08.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads safety measures in TN section as per MORTH
Km 26+800 28.06.2013 CEI-Pj/NHAI/TRP/ 1112021/2013/558
Closed
22 Ltr.no. 476-Adt. 12.04.13
Highway- 03/ TN section 08.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads safety measures in TN section as per MORTH
Km 33+600 28.06.2013 CEI-Pj/NHAI/TRP/ 1112021/2013/559 Closed
23Ltr.no. 478dt. 13.04.13
Highway- 04/ TN section 09.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads safety measures in TN section as per MORTH
Km 41+600 28.06.2013CEI-Pj/NHAI/TRP/ 1112021/2013/560 Closed
24 Ltr.no. 478dt. 13.04.13
Highway- 05/ TN section 09.04.2013
Notification of Non Compliance Regarding Temporary Diversion roads safety measures in TN section as per MORTH
Km 38+000 28.06.2013 CEI-Pj/NHAI/TRP/ 1112021/2013/561 Closed
25 Ltr.no. 485dt. 13.04.13
Highway- 06/ TN section
17.04.2013 Over size material in Embankment layer
Km. 44+100 to 44+500 B/S
28.06.2013 CEI-Pj/NHAI/TRP/ 1112021/2013/562
Closed
26 Ltr.no. 522dt. 23.05.13
Highway- 07/ TN section 23.05.2013
Notification of Non Compliance regarding Stone Pitching for Embankment portion in TN section
Km. 19+230 to 19+340 RHS 22.03.2014 CEI-Pj/NHAI/TRP/
1112021/2014/914 Closed
27 Ltr.no. 145dt. 31.07.12 STR- 01 31.07.2012 PSC girder, cracks in Vehicular
under pass 286+789 26.07.2013 CEI-Pj/NHAI/TRP/ 1112021/2013/596 Closed
28 Ltr.no. 146-Adt. 02.08.12
STR- 02 31.07.2012 not maintaining concrete cover 286+789 17.10.2014 CEI-PJ/NHAI/TRP/ 1112021/2014/1107
Closed
29 Ltr.no. 146-Bdt. 02.08.12 STR- 03 31.07.2012 not maintaining spacing of vertical
reinforcement. 317+600 17.10.2014 CEI-Pj/NHAI/TRP/ 1112021/2014/1108 Closed
30 Ltr.no. 325dt. 23.11.12 STR- 04 21.11.2012 not using standard size Hume Pipes. 286+983,317+272,31
7+430 - - The Concessionaire has not given reply
31Ltr.no. 346dt. 05.12.2012 STR- 06 01.12.2012 Initial pile load test. 293+155 - -
The justification given by Concessionaire is
not acceptable and the same was conveyed to
the Concessionaire vide ltr.no.CEI-
Pj/NHAI/TRP/1112021/2014/936 dated
04/04/2014
32Ltr.no. 398dt. 08.01.2013 STR- 09 08.01.2013
RHS wall 1st lift concrete work is in progress without making line and plumb
286+400 07.02.2013CEI- PJ/NHAI/TRP/ 1112021/2012/431 Closed
33 Ltr.no. 399dt. 08.01.2013
STR- 10 08.01.2013 Reinforcement cover varies from 70mm to 130mm
310+733 LHS 31.01.2013 CEI- PJ/NHAI/TRP/ 1112021/2012/421-A
Closed
34 Ltr.no. 400dt. 08.01.2013
STR- 11 08.01.2013 Box culvert PCC work 286+983 13.01.2015 CEI- PJ/NHAI/TRP/ 1112021/2015/1195
Closed
35Ltr.no. 581dt. 13.07.2013 STR- 12 13.07.2013
working condition at VUP ,the poor status of working at heights without proper ladder arrangement and hand rails and a steep climbing without proper support is against to professional way of working for which immediate steps are to be taken to set right all defective and unconventional method of working.
275+371 04.04.14CEI-Pj/NHAI/TRP/ 1112021/2014/937 Closed
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 99
Sl.no IE Ltr no. & Date
NCRs No NCR date Subject Chainage Closing date Closing Letter No Remarks
36 Ltr.no. 630-Adt. 30.08.2013
STR- 19 30.08.2013
In the approach slab (towards Chennai) of Major Bridge at Km. 310+095 straight cracks have been developing at almost equal intervals. Further, on the Deck slab almost near to the same approach slab cracks have been developed in the form of a grid
Ch. 310+095 17/03/2014 CEI-Pj/NHAI/TRP/ 1112021/2014/900
Closed
37Ltr.no. 677dt. 25.09.2013 STR-22 25.09.2013
Methodology for rectification of crackes on Major & Minor Bridges in AP section
Ch. 295+250 (MA)Ch. 300+498, 301+660, 304+650 (Min)
17/03/2014CEI-Pj/NHAI/TRP/ 1112021/2014/900 Closed
38Ltr.no. 927dt. 01.04.14 STR-25 29.03.2014
Construction of Curtain wall for median wall of MAB @ Km 295+250-reg
Ch. 295+250 - - -
39Ltr.no. 938dt. 04.04.14 STR-26 04.04.2014
Providing stip seal Expansion joints for Major Minor bridges and VUP's - 27/01/2015
CEI-Pj/NHAI/TRP/ 1112021/2015/1208 Closed
40 Ltr.no. 324dt. 23.11.12 STR- 05 23.11.2012 Honey combing in concrete works
(Minor bridge) 25+790 MIB 18/03/2014 CEI-Pj/NHAI/TRP/ 1112021/2014/907 Closed
41 Ltr.no. 347dt. 15.12.12
STR- 07 01.12.2012 Initial pile load test. 33+910 - - Not yet Closed
42 Ltr.no. 348dt. 05.12.12
STR- 08 01.12.2012 Initial pile load test. 35+380 - - Not yet Closed
43 Ltr.no. 588dt. 23.07.13 STR-13 23.07.2013
loose embankment with excavated during the formation level of pile cap P2 at ch. 33+910 - Major Bridge from the earthen bund made in the back water of Poondi reservoir is not protected properly from sliding resulting unsafe zone for workers working at low levels.
33+910 MJB - - Compliance yet to receive
44Ltr.no. 589dt. 23.07.13 STR-14 23.07.2013
loose embankment with excavated earth during the formation level of piles at ch. 35+380 - Major Bridge & at the location of bridge portion from the earthen bund made in the back water of Poondi reservoir is not protected properly from sliding resulting unsafe zone for workers working at low levels.
35+380 MJB - -Compliance yet to
receive
45 Ltr No. 608dt.01.08.2013
STR-15 01.08.2013
specifications are not maintained at Ch. 0+390. In addition to that curtain walls are not constructed. The enclosed photographs 1 & 2 depicts non confirmation of the stipulated specification. You are required to furnish explanation for the short fall in specification and remedial action proposed to rectify the same.
0+390 18/03/2014 CEI-Pj/NHAI/TRP/ 1112021/2014/906
Closed
46 Ltr No. 609dt.01.08.2013 STR-16 01.08.2013
specifications are not maintained at Ch. 3+178 BHS. In addition to that curtain walls are not constructed. The enclosed photographs 1 & 2 depicts non confirmation of the stipulated specification. You are required to furnish explanation for the short fall in specification and remedial action proposed to rectify the same.
3+178 18/03/2014 CEI-Pj/NHAI/TRP/ 1112021/2014/908 Closed
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 100
Sl.noIE Ltr no. &
Date NCRs No NCR date Subject Chainage Closing date Closing Letter No Remarks
47 Ltr No.508dr.18.05.2013
STR-17 30.08.2013
Concessionaire’s attention is invited to last para of his letter reference cited (1) above. Stating that the revised Design and Drawings for the Major Bridges at Km. 33+910 and Km. 35+380 are ready for submission, which will be submitted in due course. In this context our letter CEI-Pj/NHAI/TRP1112021/2013/571 dt. 08.07.2013 requesting to expedite submission of revised Design and Drawing to IE may be referred. Even after a lapse of 96 days Concessionaire has not submitted the Design and Drawing to IE and though the Design and Drawing has been obtained from their Design consultant as per his own statement. Please note Design and Drawings are done to use the same at site after review of IE and keeping the same with him defeats the purpose and falls in the ambient and non conformance. Therefore NCR is being issued to Concessionaire to give the reason for non conformance and consequential problems.
33+910 - - Compliance yet to receive
48 Ltr No.508dr.18.05.2013
STR-18 30.08.2013 35+380 - -
49 Ltr No.661dr.18.09.2013
STR-20 18.09.2013 Major Bridge at Km. 33+910 33+910 - - -
50 Ltr No.662dr.18.09.2013
STR-21 18.09.2013 Major Bridge at Km. 35+380 35+380 - - -
51 Ltr No.744dr.15.11.2013
STR-23 15.11.2013 Major Bridge at Km. 33+910 33+910 - - -
52 Ltr No.745dr.15.11.2013
STR-24 15.11.2013 Major Bridge at Km. 35+380 35+380 - - -
53Ltr.no. 948 dt: 12/04/2014
STR-27 12.04.2014Non- Conformance of deck slabs @ Major Bridge at Ch. 35+380 in TN section
35+380 - - -
54 Ltr.no. 954 dt: 19/04/2014 STR-28 19.04.2014
Rectification of hogging occurred in PSC girders at Ch. 33+910 in TN section
33+910 - - -
55Ltr.no. 66 dt: 23/05/2012
QC- 01 (AP section) 22.05.2012 WMM 2nd layer gradation failed. 309+240 TO 309+540 30.07.2013 CEI- PJ/NHAI/TRP/
1112021/2013/604 Closed
56Ltr.no. 499 dt: 09/05/2013
QC- 02 (AP Section) 08.05.2013
RE wall back filling contains coarse material of size more than 75 mm (Boulders in AP Section.
317+720 to317+850 LHS 17.05.2013
CEI- PJ/NHAI/TRP/ 1112021/2012/509 Closed
57 Ltr.no. 543 dt: 17/06/2013
QC- 03 (TN section) 17.06.2013
WMM 1st layer dry mix dumped at site and WMM gradation and combined flakiness and Elongation indices @ Km. 43+980 to Km. 44+200 LHS – TN section
Km. 43+980 to Km. 44+200 LHS. 27.07.2013 CEI- PJ/NHAI/TRP/
1112021/2013/599 Closed
574215
Closed NCRs = Balance not closed NCRs as on 31.03.2016 =
Total NCRs issued =
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 101
STATUS OF APPROVALS PENDING WITH RAILWAYS (Not Submitted NS & Not Required/NR)
STATUS OF APPROVALS PENDING WITH NHAI
Progress of Bridge (%) Likely Completion
of ROB
Detailed Remark of NHAI
GAD STRUCTURAL DESIGN & DRAWING
TAD (Launching Programme
)
CRS Traffic Block/ Speed
Restriction
L-xing Shiftin
g
RLY Utility Shifted
Acquisition of Land (Yes/No)
P.E/D&G/Maint./ Charges
Deposited (Yes/No)
Agmt Signed (Yes/ No)
16 17 18 19 20 21 22 23 24 25 26 27 28 Approve
d on 13.02.0
9
1.Sub structure drawing were approved vide
letter no.W352/M165
dated 07.06.2012 2.Super Structure Drawings were approved vide
letter no W352/M/165 dated
30.04.2013
NS Not Applie
d
- Yes No No 22.28 lakhs deposited by
the Concessiona
ire.
Yes 60% Work under progress A) For abutment A1, abutment cap and Pedestals are laid. B) For pier P1 Pier cap Pedestals are laid. C) For pier P2, Concrete is laid up to top of tie beam. D) For abutment A2, all the piles are cast and pile cap is to be laid. E) Casting of all the 18 girders is completed.
All the works will
be completed within 9
months of such
unencunbrance.
GAD approved by Southern Railway . Substructure & Superstructure
drawings were approved by Southern Railways. Concessionaire has been informed to deposit Rs.3,59,100 for
obtaining permission for disconnecting the jumper connection and lowering of
traction line vide NHAI Lr.no: NHAI/18011/97E /2009/ PIU
Chennai/1642 ;dt. 23.06.2014 and the same is not yet paid by the
Concessionaire.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 AP Chennai-Tirupatti
III Awarded /Work in Progress
M/s. Transstroy Tirupati-Tiruthani Chennai Tolllways Private Limited
205 293+155 Chennai Proposed 3-lane ROB on NH 205 @ Km 293+155 crossing
Railway line between Pudi Renigunta stations @ Km 132/16-18 on
Renigunta-Chennai section of Southern Railway Chennai.
SR Works Branch Chennai
132/16-18
194 A -
NH KM PIUStatus of ROB - AP Section
PIU: Chennai
LC NO. RLY Block
S.no State NH Section
NHDP Phase
Project Status
(Awarded Progress)
Construction
Agency
NH No. DESCRIPTION OF ROB/RUB
Zonal RLY
RLY Div. RLY KM
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016]
STATUS OF STRUCTURES UPTO MARCH - 2016:- A.P. Section
S.No. Chainage Vent/Span
Details Side Status of work Remarks
1 295.250 10x18.6 RHS Work completed
2 310.095 3x25.832 B/S Work completed
3 330.97012x15.70+ 1x10.00+ 1x7.50
Work completed only repair
1 293.155 1x25 + 1x31.1+ 1x25
B/S
Work under progressA) For abutment A1, abutment cap and Pedestals are laid. B) For pier P1 Pier cap Pedestals are laid.C) For pier P2, Concrete is laid up to top of tie beam. D) For abutment A2, all the piles are cast and pile cap is to be laid. E) Casting of all the 18 girders is completed.
1 297.750 3x7 B/S Completed2 298.450 3x8 B/S Completed 3 300.497 2x17 B/S Completed 4 301.653 1x12.8 B/S Completed.
5 302.702 1x11.152 B/S
Abutment A1 is completed on LHS & RHS. Abutment A2 is completed RHS only. Deck slab is laid on RHS. For Abutment A2, work on LHS
is to be taken up. 6 304.650 1x10.786 B/S Work Completed (except expansion joint)7 315.483 2x5.5 B/S Completed 8 315.618 2x5.5 B/S Completed9 321.630 3x6 Completed (Except approach slabs) R&W
10 321.857 3x6 Completed (Except approach slabs) R&W11 329.470 1 x15 Completed Only repair
1 275.371 2x16.85 B/S All the deck slabs are laid on both LHS and RHS.
2 286.789 2 x 25.00 B/S Work completed
3317.600 1 x 11.5 B/S
Work completed (except expansion joints wearing coat and approach slabs.
Minor Bridge (AP Section)
VUP (AP Section)
PUP (AP Section)
NIL
ROB (AP Section)
Major Bridge (AP Section)
Annexure - VIII
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 103
Widening of Pipe Culverts
As per Schedule A Proposed in Schedule B As per actual execution at site Remarks
(7) Status of work
(8) Sl. No
Existing Chainage
(1)
Type of structure
(2)
Sl. No
Design Chainage
(3)
Type of structure
(4)
Sl. No.
Chainage (5)
Type of structure (6)
1 44.573 PC 1 279.160 PC Widening 1 279.160 PC Widening - Completed
2 47.432 PC 2 281.030 PC Widening 2 281.030 PC Widening - Proposed for deletion and (-)ve COS Proposals submitted to Authority vide Lr.no.CEI- Pj/NHAI/TRP/1112021 /2014 /1157 dt.02.12.2014.
3 51.535 PC 3 286.121 PC Widening 3 286.123 PC Widening - Widening not done 4 55.203 PC 4 289.800 PC Widening 4 289.812 PC Widening - Completed 5 55.74 PC 5 290.347 PC Widening 5 290.345 PC Widening - Completed 6 58.415 PC 6 293.020 PC Widening 6 293.020 PC Widening - Widening not done 7 58.91 PC 7 293.570 PC Widening 7 293.510 PC Widening - Widening not done 8 58.92 PC 8 293.520 PC Widening 8 293.520 PC Widening - Widening not done
9 - - 9 - - 9 282.040 PC Widening Additional Work Widening done on LHS
Widening of Slab Culverts
As per Schedule A Proposed in Schedule B As per actual execution at site Remarks
(10)
Status of work (11)
Sl.No (1)
Existing Chainage
(2)
Type of structure
(3)
Sl. No
Design Chainage
(4)
Type of structure
(5)
Span arrangement
(6)
Sl. No.
Chainage (7)
Type of structure (8)
Span arrangement
(9)
- - - 1 293.910 SC Widening 2.00x2.00 1 293.905 BC 5.00x2.00 New Box Culvert
Constructed Completed
1 301.600 SC 2 296.832 SC Widening 1x4.00 2 296.832 SC
Widening 1x4.00 Not done Yet to Start
2 323.800 SC 3 320.600 SC Widening 1x2.90 3 320.594 BC 1.50x1.50 New Box Culvert
Constructed Completed
3 326.850 SC 4 323.630 SC Widening 1x2.00 4 323.630 SC
Widening 1x2.00 Not done Yet to Start
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 104
BOX CULVERTS IN AP SECTION :
Sl.No(1)
ExistingChainage
(2)
Type of structure
(3)
Sl.No
DesignChainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structure
(8)
Spanarrangeman
(9)- - 1 275.020 BC 2.00x2.00 1 275.020 BC 2.00x2.00 Completed 0- - 2 275.280 BC 3.00x3.00 2 275.280 BC 3.00x3.00 Completed 0- - 3 275.330 BC 3.00x3.00 3 275.330 BC 3.00x3.00 Completed 0- - 4 275.420 BC 3.00x3.00 4 275.420 BC 3.00x3.00 Completed 0- - 5 275.530 BC 3.00x3.00 5 275.530 BC 3.00x3.00 Completed 0- - 6 275.700 BC 3.00x3.00 6 275.700 BC 3.00x3.00 Completed 0- - 7 275.730 BC 3.00x3.00 7 275.970 BC 1.50x2.20 Shifted from 275.920 Completed (+) 240- - 8 275.920 BC 1.50x2.20 8 276.025 BC 3.00x3.00 Shifted from 275.730 Completed (+) 105- - 9 276.160 BC 2x3.00x2.20 9 276.200 BC 2x3.00x2.20 Shifted from 276.160 Completed (+) 40- - 10 276.375 BC 1.50x1.50 10 276.375 BC 1.50x1.50 Completed 0
1 41.973 PC 11 276.560 BC 5.00x1.50 11 276.540 BC 5.00x1.50 Completed (-) 20- - 12 276.610 BC 2.00x1.10 12 276.610 BC 2.00x1.10 Completed 0
2 42.092 PC 13 276.680 BC 1.50x1.50 13 276.676 BC 1.50x1.50 Completed (-) 43 42.260 PC 14 276.840 BC 1.50x1.00 14 276.847 BC 1.50x1.00 Completed (+) 74 42.460 PC 15 277.040 BC 1.50x1.25 15 277.047 BC 1.50x1.25 Completed (+) 75 42.914 PC 16 277.500 BC 5.00x2.00 16 277.499 BC 5.00x1.20 Completed (-) 16 43.370 PC 17 277.950 BC 5.00x1.80 17 278.030 BC 5.00x1.80 Completed (+) 807 43.780 PC 18 278.370 BC 1.50x1.70 18 278.367 BC 1.50x1.70 Completed (-) 38 44.193 PC 19 278.780 BC 5.00x1.20 19 278.783 BC 5.00x1.20 Completed (+) 39 44.470 PC 20 279.060 BC 1.50x1.50 20 279.060 BC 1.50x1.50 Completed 010 44.772 PC 21 279.360 BC 1.50x1.50 21 279.361 BC 1.50x1.50 Completed (+) 111 44.972 PC 22 279.550 BC 1.50x2.20 22 279.555 BC 1.50x2.20 Completed (+) 5
- PC 23 279.970 BC 1.50x2.00 23 279.970 BC 1.50x2.00 Completed 012 46.158 PC 24 280.740 BC 1.50x1.50 24 280.740 BC 1.50x1.50 Completed 013 46.570 PC 25 281.160 BC 1.50x2.00 25 281.159 BC 1.50x2.00 Completed (-) 114 46.634 PC 26 281.210 BC 1.50x2.00 26 281.210 BC 1.50x2.00 Not Constructed 0
- - 27 282.900 BC 1.50x1.50 27 282.900 BC 1.50x1.50 Completed 015 48.570 PC 28 283.150 BC 2.00x2.00 28 283.154 BC 2.00x2.00 Completed (+) 416 48.736 PC 29 283.320 BC 2.00x2.00 29 283.320 BC 2.00x2.00 Completed 017 49.797 PC 30 284.380 BC 1.50x1.70 30 284.379 BC 1.50x1.70 Completed (-) 1
- - 31 284.420 BC 1.50x2.50 31 284.420 BC 1.50x2.50 Not Constructed 018 50.570 PC 32 285.150 BC 1.50x1.20 32 285.155 BC 1.50x1.20 Completed (+) 519 50.672 PC 33 285.250 BC 4.00x1.10 33 285.270 BC 4.00x1.00 Completed (+) 2020 51.030 PC 34 285.610 BC 1.50x1.20 34 285.618 BC 1.50x1.20 Completed (+) 821 51.636 PC 35 286.220 BC 1.50x2.00 35 286.218 BC 1.50x2.00 Completed (-) 222 51.816 PC 36 286.400 BC 1.50x1.50 36 286.400 BC 1.50x1.50 Completed 023 52.133 PC 37 286.710 BC 3.00x3.00 37 286.749 BC 3.00x3.00 Completed (+) 39
As per actual execution at siteRemarks
(10)
Distance by which culvert is shifted in
meter's
Proposed in Schedule BAs per Schedule AStatus of work
(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 105
Sl.No(1)
ExistingChainage
(2)
Type of structure
(3)
Sl.No
DesignChainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structure
(8)
Spanarrangeman
(9)24 52.250 PC 38 286.840 BC 3.00x3.00 38 286.840 BC 3.00x3.00 Completed 025 52.360 PC 39 286.950 BC 3.00x3.00 39 286.950 BC 3.00x3.00 Completed 026 52.393 PC 40 286.980 BC 3.00x3.00 40 286.983 BC 3.00x3.00 Completed (+) 327 52.934 PC 41 287.530 BC 1.50x1.00 41 287.555 BC 1.50x1.00 Completed (+) 2528 53.243 PC 42 287.840 BC 2.00x1.50 42 287.840 BC 2.00x1.50 Completed 029 53.354 PC 43 287.960 SC 1.00x1.50 43 287.960 BC 1.50x1.50 Completed 030 53.367 PC 44 287.980 BC 1.50x1.00 44 287.980 BC 1.50x1.00 Completed 0
45 288.238 BC 2.50x1.50 Additional Culvert Completed -- - 45 288.310 BC 5.00x2.35 46 288.295 BC 5.00x2.35 Shifted from 288.310 Completed (-) 15
31 54.033 PC 46 288.640 BC 5.00x1.00 47 288.740 BC 5.00x1.50 Completed (+) 10032 54.649 PC 47 289.250 BC 2x3.00x1.50 48 289.255 BC 2x3.00x1.50 Completed (+) 533 55.862 PC 48 290.460 BC 1.50x0.80 49 290.480 BC 1.50x1.00 Completed (+) 2034 56.464 PC 49 291.064 SC 1.00x1.50 50 291.050 BC 1.50x1.50 Completed (-) 14
- - 50 291.500 SC 1.00x5.00 51 291.500 BC 5.00x1.50 Completed 035 57.196 PC 51 291.800 BC 1.50x1.20 52 291.798 BC 1.50x1.20 Completed (-) 236 57.515 PC 52 292.120 SC 1x4.00 53 292.120 BC 4.00x1.00 Completed 037 57.622 PC 53 292.220 BC 1.50x1.10 54 292.225 BC 1.50x1.10 Completed (+) 538 58.096 PC 54 292.700 BC 1.50x1.50 55 292.701 BC 1.50x1.50 Not Constructed (+) 1
- - 55 293.710 BC 2.00x0.80 56 293.710 BC 2.00x0.80
Not ConstructedCulvert deleted @ Ch.
293.710 and informed by the concessionar vide
Lr.No. TTCTPL/SPV/Design & Drawing/2013/286/Dt.
19.01.13.
0
57 294.014 BC 2x3.00x2.00 Additional Culvert Completed -39 299.380 SC 56 294.660 BC 3.00x1.30 58 294.625 BC 3.00x1.30 Completed (-) 35
59 294.754 BC 1.50x1.50 Additional Culvert Completed -40 299.760 PC 57 295.020 BC 1.50x1.20 60 294.978 BC 1.50x1.20 Completed (-) 4241 300.350 PC 58 295.540 BC 1.50x2.30 61 295.548 BC 1.50x2.30 RHS Completed,
LHS in progress (+) 8
As per actual execution at siteRemarks
(10)
Distance by which culvert is shifted in
meter's
Proposed in Schedule BAs per Schedule AStatus of work
(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 106
Sl.No(1)
ExistingChainage
(2)
Type of structure
(3)
Sl.No
DesignChainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structure
(8)
Spanarrangeman
(9)
42 300.610 SC 59 295.840 BC 1.50x1.70 62 295.847 BC 1.50x1.70 Not Constructed Gajulamandyam Village Limits (+) 7
43 300.975 SC 60 296.180 BC 3.00x0.80 63 296.156 BC 3.00x1.00 Not Constructed Gajulamandyam Village Limits (-) 24
44 301.020 PC 61 296.220 SC 1x1.50 64 296.231 BC 1.50x1.50 Completed (+) 1145 301.325 SC 62 296.560 BC 1.80x0.80 65 296.515 BC 1.80x1.10 Completed (-) 45
66 297.004 BC 4.00x1.00 Additional Culvert Completed -46 302.725 BC 63 298.110 BC 2.00x2.00 67 297.970 BC 2.00x2.00 Completed (-) 14047 303.120 BC 64 298.350 BC 4.00x2.00 68 298.303 BC 4.00x2.00 Completed (-) 4748 303.575 PC 65 298.780 SC 1x1.50 69 298.818 BC 1.50x1.50 Completed (+) 3849 303.700 PC 66 298.910 SC 1x1.50 70 298.928 BC 1.50x1.50 Completed (+) 1850 304.175 BC 67 299.407 BC 5.00x3.00 71 299.395 BC 5.00x3.00 Completed (-) 1251 304.700 PC 68 299.920 SC 1x1.50 72 299.948 BC 1.50x1.50 Completed (+) 28
73 300.826 BC 2.00x2.00 Additional Culvert Completed -74 300.936 BC 1.50x1.50 Additional Culvert Completed -
- - 69 301.880 BC 2x3.00x4.00 75 301.880 BC 2x3.00x4.00 Completed 0- - 70 302.110 BC 2x3.00x3.00 76 302.110 BC 2x3.00x3.00 Completed 0- - 71 302.350 BC 3.00x1.50 77 302.365 BC 3.00x1.50 Not Constructed
Shifted from 302.350 (+) 15- - 72 302.570 BC 3.00x1.50 78 302.560 BC 3.00x1.50 Completed (-) 10
79 303.652 BC 4.00x1.50 Additional Culvert Completed -- - 73 304.360 SC 1x6.00 80 304.361 BC 6.00x2.20 Completed (+) 1- - 74 304.610 BC 3.00x3.00 81 304.610 BC 3.00x3.00 Not Constructed 0- - 75 304.820 SC 1x6.00 82 304.819 BC 6.00x1.50 Completed (-) 1- - 76 305.050 BC 2.00x2.00 83 305.152 BC 2.00x2.00 Shifted from 305.050 Completed (+) 102
52 308.980 SC 77 305.480 SC 1x6.00 84 305.485 BC 6.00x1.50 Not Constructed LA Problem (+) 553 309.250 PC 78 305.730 SC 1x1.50 85 305.730 BC 1.50x1.50 Completed 0
86 306.000 BC 1.50x1.50 Additional Culvert Completed -54 309.810 BC 79 306.290 SC 1x6.00 87 306.296 BC 6.00x1.50 Completed (+) 655 311.797 BC 80 308.260 BC 2.00x2.00 88 308.256 BC 2.00x2.00 Completed (-) 456 312.530 BC 81 309.020 BC 2.00x2.00 89 308.925 BC 2.00x2.00 Completed (-) 9557 312.850 SC 82 309.340 BC 3.00x1.00 90 309.206 BC 3.00x1.10 Completed (-) 134
91 310.295 BC 1.50x1.50 Additional Culvert Completed -58 313.950 PC 83 310.400 BC 1.50x2.00 92 310.426 BC 1.50x2.00 Completed (+) 2659 314.200 PC 84 310.651 BC 3.00x3.00 93 310.572 BC 3.00x3.00 Completed (-) 7960 314.300 PC 85 310.740 BC 3.00x3.00 94 310.733 BC 3.00x3.00 Completed (-) 761 314.500 PC 86 310.930 BC 3.00x3.00 95 310.911 BC 3.00x3.00 Completed (-) 1962 314.850 PC 87 311.270 BC 2.00x2.00 96 311.281 BC 2.00x2.00 Completed (+) 1163 315.150 SC 88 311.580 BC 1.50x1.30 97 311.600 BC 1.50x1.30 Completed (+) 2064 315.300 PC 89 311.730 SC 1x1.50 98 311.750 BC 1.50x1.50 Completed (+) 20
As per actual execution at siteRemarks
(10)
Distance by which culvert is shifted in
meter's
Proposed in Schedule BAs per Schedule AStatus of work
(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 107
Sl.No(1)
ExistingChainage
(2)
Type of structure
(3)
Sl.No
DesignChainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structure
(8)
Spanarrangeman
(9)65 315.850 BC 90 312.271 SC 1x1.50 99 312.278 BC 1.50x1.50 Completed (+) 7
100 312.732 BC 1.50x1.50 Additional Culvert Completed -101 314.165 BC 1.50x1.50 Additional Culvert Completed -102 314.893
314.971BC 4.00x1.20
1.50x1.50Additional Culvert Completed -
66 Puttur Bypass 91 314.970 BC 4.00x1.20 103 314.971 BC 1.50x1.50 Completed (+) 1
104 315.271 BC 1.50x1.50 Additional Culvert Completed -67 Puttur Bypass 92 316.100 BC 3.00x3.00 105 316.100 BC 3.00x3.00 Completed 0
- - 93 316.600 BC 3.00x1.50 106 316.608 BC 3.00x1.50 Shifted from 316.600LHS Completed,
RHS to be strated
(+) 8
107 317.272 BC 1.50x1.50 Additional Culvert Completed -108 317.370 BC 1.50x1.50 Additional Culvert Completed -
- - 94 317.440 BC 3.00x3.00 109 317.430 BC 3.00x3.00 Shifted from 317.440 Completed (-) 10- - 95 318.230 BC 2x3.00x2.50 110 318.242 BC 2x3.00x2.50 Shifted from 318.230 Completed (+) 12
68 Puttur Bypass 96 318.350 BC 4.00x2.20 111 318.351 BC 4.00x2.20 Completed (+) 169 322.250 SC 97 319.040 BC 1.70x1.70 112 319.109 BC 1.70x1.70 Completed (+) 6970 322.420 SC 98 319.210 BC 2.00x1.80 113 319.425 BC 2.00x1.80 Completed (+) 21571 322.785 PC 99 319.581 BC 2.00x2.00 114 319.780 BC 2.00x2.00 Completed (+) 19972 323.190 SC 100 319.990 BC 2.00x2.00 115 319.986 BC 2.00x2.00 Completed (-) 473 323.590 MIB 101 320.390 SC 1x5.80 116 320.384 BC 5.80x1.50 Completed (-) 6
117 322.109 BC 1.50x1.50 Additional Culvert Completed -74 326.750 SC 102 323.530 SC 1x2.00 118 323.505 BC 2.00x1.50 Completed (-) 2575 327.100 SC 103 323.884 BC 3.00x1.50 119 323.843 BC 3.00x1.50 Completed (-) 41
327.430 SC 104 324.180 SC 1x4.00 120 324.224 BC 4.00x1.50 Completed (+) 44- - 105 324.980 BC 2.00x0.80 121 324.980 BC 2.00x1.00 Completed 0
77 328.500 SC 106 325.270 SC 1x4.00 122 325.230 BC 4.00x1.50 Completed (-) 4078 328.900 SC 107 325.640 BC 2.00x1.20 123 325.631 BC 2.00x1.20 Completed (-) 979 330.600 SC 108 327.340 SC 1x2.00 124 327.298 BC 2.00x1.50 Completed (-) 4280 331.150 SC 109 327.926 SC 1x2.00 125 327.844 BC 2.00x1.50 Completed (-) 8281 332.950 PC 110 329.710 BC 1.50x1.30 126 329.689 BC 1.50x1.30 Completed (-) 2182 333.200 PC 111 329.955 BC 1.20x0.90 127 329.937 BC 1.20x1.00 Completed (-) 1883 333.400 SC 112 330.151 SC 1x2.00 128 330.184 BC 2.00x1.50 Completed (+) 3384 333.650 PC 113 330.380 SC 1x1.50 129 330.397 BC 1.50x1.50 Completed (+) 1785 333.800 PC 114 330.530 SC 1x1.50 130 330.527 BC 1.50x1.50 Completed (-) 3
131 331.149 BC 1.50x1.50 Additional Culvert Completed -86 334.630 PC 115 331.350 SC 1x1.50 132 331.390 BC 1.50x1.50 Completed (+) 4087 335.460 SC 116 332.170 SC 1x2.00 133 332.210 BC 2.00x1.50 Completed (+) 4088 335.875 SC 117 332.510 SC 1x2.00 134 332.517 BC 2.00x1.50 Completed (+) 789 336.400 SC 118 333.050 SC 1x2.00 135 333.044 BC 2.00x1.50 Completed (-) 690 336.900 SC 119 333.552 BC 2.00x1.10 136 333.588 BC 2.00x1.10 Completed (+) 36
76
As per actual execution at siteRemarks
(10)
Distance by which culvert is shifted in
meter's
Proposed in Schedule BAs per Schedule AStatus of work
(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 108
Sl.No(1)
ExistingChainage
(2)
Type of structure
(3)
Sl.No
DesignChainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structure
(8)
Spanarrangeman
(9)91 337.395 SC 120 333.848 SC 1x2.00 137 334.040 BC 2.00x1.50 Completed (+) 19292 337.500 SC 121 333.953 2.00x1.20 138 334.182 BC 2.00x1.20 Completed (+) 229
139 334.349 BC 1.50x1.50 Additional Culvert Completed -93 Taduku
Bypass SC 122 334.460 BC 1.50x1.40 140 334.662 BC 1x1.50x1.40 Completed (+) 202141 334.575 BC 1.50x1.50 Additional Culvert Completed -
94 TadukuBypass SC 123 334.630 BC 5.00x1.00 142 334.832 BC 1x5.00x1.00 Completed (+) 202
95 Taduku SC 124 334.650 BC 2.00x1.20 143 334.852 BC 2.00x1.20 Completed (+) 202144 335.076 BC 1.50x1.50 Additional Culvert Completed -145 335.191 BC 1.50x1.50 Additional Culvert Completed -146 335.315 BC 1.50x1.50 Additional Culvert Completed -
96 TadukuBypass SC 125 335.455 BC 1.50x1.10 147 335.655 BC 1.50x1.10 Completed (+) 200
97 TadukuBypass SC 126 335.710 BC 2x3.00x2.80 148 335.910 BC 2x3.00x2.80 Completed
98 TadukuBypass SC 127 335.845 BC 3.00x3.00 149 335.849 BC 1.50x1.50 Completed (+) 4
99 TadukuBypass
SC 128 336.025 BC 4.00x3.00 150 336.025 BC 4.00x3.00 Not Constructed 0
100 TadukuBypass
PC 129 336.050 BC 2.00x1.50 151 336.047 BC 3.00x3.00 Completed (-) 3- - 130 336.080 BC 2.00x1.80 152 336.080 BC 2.00x2.00 Completed 0- - 131 336.125 BC 2.00x3.50 153 336.125 BC 4.00x3.00 Completed 0- - 132 336.170 BC 3.00x2.50 154 336.150 BC 2.00x1.50 Shifted from 336.170 Completed (-) 20
TadukuBypass PC 133 336.220 BC 4.00x2.50 155 336.225 BC 2.00x5.50 Completed (+) 5
156 336.270 BC 3.00x2.50 Additional Culvert Completed -157 336.320 BC 4.00x2.50 Additional Culvert Completed -
- - 134 336.500 BC 2.00x0.80 158 336.600 BC 2.00x1.00 Completed (+) 100102 340.380 SC 135 336.876 SC 1x1.50 159 336.873 BC 1.50x1.50 Shifted from 336.500 Completed (-) 3103 340.550 SC 136 337.040 SC 1x1.50 160 337.040 BC 1.50x1.50 Completed 0104 340.990 SC 137 337.488 SC 1x1.50 161 337.471 BC 1.50x1.50 Completed (-) 17105 341.120 SC 138 337.610 BC 3.00x0.75 162 337.617 BC 3.00x1.00 Completed (+) 7
As per actual execution at siteRemarks
(10)
Distance by which culvert is shifted in
meter's
Proposed in Schedule BAs per Schedule AStatus of work
(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 109
STATUS OF STRUCTURES UPTO MARCH - 2016– T.N. Section Major Bridge (TN Section)
S.No Chainage Vent/Span Details Side Status of Work Remarks &
Crash Barrier
Structure Total Width
(m)
1 19+130 2x16.6+8x18.6 RHS Work completed Completed 12.00
2 33+877 2x25+2x30+2x10 RHS
Work in progress (65 piles completed out of 65, 16 girders casted out of 1x6) , Launching of Girder 8 Nos completed out of 16 Nos , ( 2 slab completed out of 6slab )
Work in progress 12.00
3 35+394 2x25+5x30 LHS Structure work Completed (Except Expansion joint & Wearing coat and Crash barrier)
Work in progress 12.00
Minor Bridge (TN Section)
S.no Chainage Vent/Span Details Side Status of Work Remarks &
Crash Barrier
Structure Total Width
(m) 1 0+390 2X7 RHS Completed Completed 12.00
2 11+400 4X9 LHS Completed Completed 12.00
3 24+725 3X3.8 LHS Completed Completed 12.00
4 25+790 1X10.773 LHS Completed Completed 12.00
5 27+640 6X2.5 RHS Work in progress (Repair) Work in progress 12.00
6 28+360 2X13.619 LHS Completed Completed 12.00
7 31+137 4x4 RHS Completed Completed 12.00
8 32+112 4X5.8 RHS Completed Completed 12.00
9 41+656 4X6 LHS Completed Completed 12.00
10 41+804 2X5.25 LHS Completed Completed 12.00
11 55+318 1x41.667
(25.075) B/S Yet to Start (Krishna canal) Yet to Start 24.00
12 60+677 1X10 B/S Structure work Completed (Except Expansion joint &
Wearing coat and Crash barrier)
Work in progress 24.00
VUP (TN Section)
1 47+597 2X14.585 B/S Yet to Start Yet to Start 24.00
PUP (TN Section)
1 51+722 7X3.5 B/S Structure work Completed
(Except Wearing coat and Crash barrier)
Work in progress 24.00
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 110
BOX CULVERTS IN TN SECTION
Sl.No
(1)
ExistingChainage
(2)
Type of structire
(3)
Sl.No
Design Chainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structire
(8)
Spanarrangeman
(9)1 0+835 SC 1 1+300 Box 2.5X1.6 1 1+290 Box 1X2.5X1.6 Completed 12.002 1+110 PC 2 1+575 SC 1X4.0 2 1+576 Box 1X4X1.5 Completed 12.003 2+505 SC 3 2+970 SC 1X4.0 3 2+921 Box 1X4X1.5 Completed 12.004 2+569 PC 4 3+040 Box 1.5X1.5 4 3+005 Box 1X1.5X1.5 Completed 12.005 2+740 PC 5 3+210 Box 2.0X1.7 5 3+178 Box 1X2X1.7 Completed 12.006 2+800 PC 6 3+270 Box 1.5X1.1 6 3+269 Box 1X1.5X1.1 Completed 12.007 3+015 PC 7 3+470 Box 2.0X2.0 7 3+507 Box 1X2X2 Completed 12.008 3+300 PC 8 3+740 Box 3.0X2.0 8 3+725 Box 1X3X2 Completed 12.009 4+010 PC 9 4+480 Box 2.0X1.6 9 4+482 Box 1X2X1.6 Completed 12.00
10 4+400 SC 10 4+870 Box 2X3.0X1.7 10 4+861 Box 2X3X1.7 Completed 12.0011 5+050 SC 11 5+520 SC 1X2.5 11 5+547 Box 1X2.5X1.5 Completed 12.0012 5+640 SC 12 6+110 Box 3.0X1.0 12 6+112 Box 1X3X1 Completed 12.0013 6+230 PC 13 6+700 Box 2X3.0X1.5 13 6+709 Box 2X3X1.5 Completed 12.0014 6+870 PC 14 7+310 Box 1.5X1.0 14 7+285 Box 1X1.5X1 Completed 12.0015 7+385 PC 15 7+720 Box 1.5X1.3 15 7+695 Box 1X1.5X1.3 Completed 12.0016 8+100 PC 16 8+310 Box 4.0X2.0 16 8+144 Box 1X4X2 Completed 12.0017 8+300 PC 17 8+510 SC 1X1.5 17 8+307 Box 1X1.5X1.5 Completed 12.0018 8+450 PC 18 8+660 SC 1X1.5 18 8+641 Box 1X1.5X1.5 Completed 12.0019 8+990 PC 19 9+010 SC 1X1.5 19 8+979 Box 1X1.5X1.5 Completed 12.0020 9+415 PC 20 9+340 SC 1X1.5 20 9+332 Box 1X1.5X1.5 Completed 12.0021 9+585 SC 21 9+490 SC 1X1.5 21 9+496 Box 1X1.5X1.5 Completed 12.0022 9+640 SC 22 9+550 SC 1X2.0 22 9+552 Box 1X2X1.5 Completed 12.0023 9+820 PC 23 9+750 SC 1X1.5 23 9+751 Box 1X1.5X1.9 Completed 12.0024 10+250 PC 24 10+400 Box 1.5X1.9 24 10+080 Box 1X1.5X1.9 Completed 12.0025 10+300 SC 25 10+450 SC 1X1.5 25 10+115 Box 1X1.5X2 Completed 12.0026 11+120 PC 26 10+980 SC 1X1.5 26 10+960 Box 1X1.5X1.5 Completed 12.0027 11+420 SC 27 11+270 SC 1X2.0 27 11+245 Box 1X2X3 Completed 12.0028 11+560 SC 28 11+410 Box 2.0X2.3 28 11+282 Box 1X2X2.3 Completed 12.0029 11+630 PC 29 11+480 Box 4.0X2.5 29 11+473 Box 1X4X2.5 Completed 12.0030 11+740 PC 30 11+590 SC 1X3.0 30 11+649 Box 1X3X1.3 Completed 12.0031 13+900 SC 31 13+750 SC 1X4.0 31 13+770 Box 1X4X1.5 Completed 12.0032 14+395 SC 32 14+250 Box 2X3.0X2.1 32 14+229 Box 2X3X2.1 Completed 12.0033 15+675 SC 33 15+540 Box 2.5X1.8 33 15+539 Box 1X2.5X1.8 Completed 12.0034 15+980 SC 34 15+850 SC 1X2.0 34 15+804 Box 1X2 Completed 12.0035 16+390 SC 35 16+250 SC 1X2.0 35 16+238 Box 1X2X1.5 Completed 12.0036 16+700 SC 36 16+560 Box 1.9X1.3 36 16+573 Box 1X1.9X1.3 Completed 12.00
BOX CULVERTS IN TN SECTIONAs per Schedule A Proposed in Schedule B As per actual execution at site
Remarks(10)
Structure Total Width
(m)
Status of work(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 111
Sl.No
(1)
ExistingChainage
(2)
Type of structire
(3)
Sl.No
Design Chainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structire
(8)
Spanarrangeman
(9)37 17+410 SC 37 17+260 Box 4.0X1.5 37 17+280 Box 1X4X1.5 Completed 12.0038 17+690 PC 38 17+550 Box 2.0X2.4 38 17+487 Box 1X2X2.4 Completed 12.0039 17+750 PC 39 17+610 Box 2.0X2.0 39 17+559 Box 1X2X2 Completed 12.00
- - 40 17+830 Box 2X3.0X3.0 40 17+817 Box 2X3X3 Completed 12.00- - 41 18+480 Box 2X3.0X2.6 41 18+436 Box 2X3X2.6 Completed 12.00- - - 42 18+680 Box 1X1.5X1.5 Completed 12.00- - - 43 18+858 Box 1X3X1.5 Completed 12.00- - - 44 19+290 Box 1X1X1.5 Completed 12.00- - 42 19+530 Box 3.0X3.0 45 19+554 Box 1X3X3 Completed 12.00- - 43 20+160 Box 3.0X1.3 46 20+140 Box 1X3X1.3 Completed 12.00- - 44 20+460 Box 3.0X1.5 47 20+468 Box 1X3X1.5 Completed 12.00- - 45 21+060 Box 3.0X3.0 48 21+070 Box 1X3X3 Completed 12.00
40 21+450 SC 46 21+490 Box 2.0X1.2 49 21+477 Box 1X2X1.2 Completed 12.0041 21+880 PC 47 21+910 Box 1.5X1.0 50 21+919 Box 1X1.5X1 Completed 12.0042 22+610 PC 48 22+650 SC 1X1.5 51 22+660 Box 1X1.5X1.5 Completed 12.0043 22+830 PC 49 22+870 Box 1.5X1.0 52 22+888 Box 1X1.5X1 Completed 12.00
- - - 53 23+400 Box 1X1.5X1.5 Completed 12.0044 23+640 PC 50 23+680 Box 1.5X1.6 54 23+699 Box 1X1.5X1.6 Completed 12.0045 24+000 PC 51 24+030 Box 1.5X1.7 55 24+032 Box 1X1.5X1.7 Completed 12.00
- - 52 25+440 Box 3.0X3.0 56 25+520 Box 1X3X3 Completed 12.0046 26+050 PC 53 26+030 Box 1.5X2.4 57 26+042 Box 1X1.5X2.4 Completed 12.00
47 26+800 SC 54 26+760 Box 4.0X3.2 58 26+789 Box 1X4X3.2 Completed 12.00
48 26+900 PC 55 26+860 Box 1.5X1.1 59 26+895 Box 1X1.5X1.1 Completed 12.00
49 27+350 PC 56 27+310 Box 2.0X1.3 60 27+290 Box 1X2X1.3 Completed 12.0050 28+585 PC 57 28+550 Box 1.5X1.6 61 28+587 Box 1X1.5X1.6 Completed 12.0051 28+920 SC 58 28+880 SC 1X2.0 62 28+895 Box 1X2X1 Completed 12.00
- - - 63 29+100 Box 1X1.5X1.5 Completed 12.00- - - 64 29+300 Box 1X1.5X1.5 Completed 12.00
52 29+980 PC 59 29+890 Box 2.0X2.0 65 29+882 Box 1X2X2 Completed 12.00- - - 66 31+102 Box 1X2.0X1.5 Completed 12.00- - - 67 32+618 Box 1X1.5X1.5 Completed 12.00- - - 68 32+720 Box 1X1.5X1.5 Completed 12.00- - - 69 33+273 Box 1X3.0X1.5 Completed 12.00
53 33+700 SC 60 33+580 Box 2.0X1.4 70 33+593 Box 1X2.0X1.4 Completed 12.0054 33+790 PC 61 33+670 SC 1X1.5 71 33+684 Box 1X1.5X1.5 work in Progress 12.00
- - - 72 33+996 Box 1X1.5X1.5 work in Progress 12.0055 34+300 PC 62 34+180 Box 4.0X2.1 73 34+180 Box 1X4X2.1 Completed 12.00
As per Schedule A Proposed in Schedule B As per actual execution at siteRemarks
(10)
Structure Total Width
(m)
Status of work(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 112
Sl.No
(1)
ExistingChainage
(2)
Type of structire
(3)
Sl.No
Design Chainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structire
(8)
Spanarrangeman
(9)56 34+360 SC 63 34+240 Box 4.0X1.4 74 34+240 Box 1X4.0X1.4 Completed 12.0057 34+480 PC 64 34+360 SC 1X1.5 75 34+379 Box 1X1.5X1.5 Completed 12.0058 35+150 PC 65 35+010 Box 1.5X2.1 76 35+031 Box 1X1.5X2.1 Yet to Start (L.A) _59 35+210 PC 66 35+060 Box 1.5X2.3 77 35+130 Box 1X1.5X2.3 Yet to Start (L.A) _
6035+300
PC 6735+140
Box 3.0X2.6 7835+261
Box1X3.0X2.6
Yet to Start (L.A) _
61 36+250 PC 68 35+960 Box 3.0X1.5 79 35+941 Box 1X3.0X1.5 Completed 12.0062 36+700 PC 69 36+400 Box 3X3 80 36+400 Box 1X3.0X3.0 Completed 12.0063 36+800 PC 70 36+500 SC 1X3.0 81 36+487 Box 1X3.0X1.5 Completed 12.0064 36+850 PC 71 36+550 SC 1X1.5 82 36+575 Box 1X1.5X1.5 Completed 12.0065 37+390 PC 72 37+070 Box 2.0X2.4 83 37+100 Box 1X2X2.4 Completed 12.00
66 37+450 PC 73 37+130 Box 1.5X2.6 84 37+180 Box 1X1.5X2.6
Not Constructed Deleted and
informed by the concessionar
videLr.No.
TTCTPL/SPV/Culvert/2013/512/
Dt. 23.11.13.
Not Constructed Deleted and informed by the Concessionaire vide
Lr.No. TTCTPL/SPV/ Culvert/2013/512/Dt.23.1
1.13.
_
67 37+750 PC 74 37+420 Box 1.5X3.1 85 37+428 Box 1X1.5X3.1 Completed 12.0068 37+900 PC 75 37+570 Box 1.5X2.8 86 37+579 Box 1X1.5X2.8 Completed 12.0069 38+620 PC 76 38+290 Box 2X3X1.4 87 38+275 Box 2X3X1.4 Completed 12.0070 38+700 PC 77 38+370 Box 1.5X1.8 88 38+357 Box 1X1.5X1.8 Completed 12.0071 39+220 SC 78 38+900 SC 1X2.8 89 38+912 Box 1X2.8X1 Completed 12.00
- - - 90 39+429 Box 1X1.5X1.5 Completed 12.0072 40+100 PC 79 39+780 SC 1X1.5 91 39+780 Box 1X1.5X1.5 Completed 12.0073 40+190 PC 80 39+870 SC 1X1.5 92 39+870 Box 1X1.5X1.5 Completed 12.0074 40+300 PC 81 39+970 Box 1.5X1.4 93 39+970 Box 1X1.5X1.4 Completed 12.0075 40+500 SP 82 40+170 Box 3.0X2.1 94 40+170 Box 1X3X2.1 Completed 12.0076 40+700 PC 83 40+380 Box 2.0X1.1 95 40+330 Box 1X2.0X1.1 Completed 12.0077 41+380 PC 84 41+040 Box 1.5X1.5 96 41+032 Box 1X1.5X1.5 Completed 12.0078 41+790 PC 85 41+460 Box 2.0X1.9 97 41+437 Box 1X2X1.9 Completed 12.0079 42+190 SC 86 42+060 Box 2X3.0X3.0 98 42+060 Box 2X2X3 Completed 12.0080 42+670 PC 87 42+400 SC 1X1.5 99 42+400 Box 1X1X1.5 Completed 12.00
As per Schedule A Proposed in Schedule B As per actual execution at siteRemarks
(10)
Structure Total Width
(m)
Status of work(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 113
Sl.No
(1)
ExistingChainage
(2)
Type of structire
(3)
Sl.No
Design Chainage
(4)
Type of structure
(5)
Spanarrangeman
(6)
Sl.No.
Chainage(7)
Type of structire
(8)
Spanarrangeman
(9)81 42+910 PC 88 42+590 Box 2.0X1.5 100 42+577 Box 1X2X1.5 Completed 12.0082 43+150 PC 89 42+800 Box 1.5X1.2 101 42+800 Box 1X1.5X1.2 Completed 12.0083 43+400 PC 90 43+040 Box 1.5X1.6 102 43+040 Box 1X1.5X1.6 Completed 12.00
84 43+570 SC 91 43+200 Box 3.0X1.8 103 43+190 Box 1X3X1.8 Completed 12.00
- - - 104 43+290 Box 1X1.5X1.5 Completed 12.0085 43+820 PC 92 43+390 Box 1.5X2.1 105 43+390 Box 1X1.5X2.1 Completed 12.0086 44+100 PC 93 43+660 Box 2.0X2.2 106 43+656 Box 2.0X2.2 Completed 12.00
- - - 107 43+980 Box 1X5.8X2.8 Completed 24.00- - 94 44+860 Box 3.0X3.0 108 44+863 Box 1X3X3 Completed 24.00- - 95 45+950 Box 3.0X3.0 109 46+245 Box 1X3X3 work in Progress 24.00- - 96 46+190 Box 3.0X3.0 110 46+390 Box 1X3X3 work in Progress 24.00- - 97 46+810 Box 3.0X2.9 111 46+783 Box 1X3X2.9 work in Progress 24.00- - 98 46+930 Box 3.0X2.1 112 46+913 Box 1X3X2.1 work in Progress 24.00- - 99 47+690 Box 3.0X3.0 113 47+690 Box 1X3X3 Yet to Start (L.A) _- - 100 48+275 Box 4.0X2.9 114 48+275 Box 1X4X2.9 work in Progress 24.00- - 101 49+510 Box 8.0X3.2 115 49+510 Box 1X3X3.2 Yet to Start (L.A) _- - 102 50+235 Box 2X3X2.9 116 50+241 Box 2X3X2.9 work in Progress 24.00- - 103 50+735 Box 2X3X2.1 117 50+787 Box 2X3X2.1 Yet to Start (L.A) _
87 51+550 SC 104 51+720 SC 1X1.5 118 51+683 Box 1X1.5X3.0 work in Progress 24.0088 52+100 PC 105 52+270 SC 1X1.5 119 52+283 Box 1X1.5X1.5 work in Progress 24.0089 52+170 PC 106 52+330 Box 1.5X1.0 120 52+370 Box 1X1.5X1.0 work in Progress 24.00
- - 107 52+480 Box 3.0X1.0 121 52+550 Box 1X3X1 work in Progress 24.00- - 108 53+110 Box 2X3X1.8 122 53+180 Box 2X3.0X1.8 work in Progress 24.00- - 109 53+410 Box 3.0X1.2 123 53+460 Box 1X3.0X1.2 work in Progress 24.00- - 110 54+765 Box 3.0X2.5 124 54+820 Box 1X3.0X3.0 Yet to Start (L.A) _
90 55+680 PC 111 56+110 Box 1.5X1.8 125 56+197 Box 1X1.5X1.8 Yet to Start (L.A) _- - 112 56+370 Box 3.0X1.4 126 56+430 Box 1X3.0X1.4 Yet to Start (L.A) _- - - 127 57+377 Box 1X6X2 work in Progress 24.00- - 113 58+050 Box 3.0X1.7 128 58+080 Box 1X3.0X1.7 work in Progress 24.00- - - 129 59+017 Box 1X1.5X1.5 work in Progress 24.00- - 114 61+000 SC 1X4.0 130 61+020 Box 1X4X1.5 work in Progress 24.00
91 59+560 SC 115 61+270 SC 1X2 131 61+270 Box 1X2 Yet to Start (L.A) _
As per Schedule A Proposed in Schedule B As per actual execution at siteRemarks
(10)
Structure Total Width
(m)
Status of work(11)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016]
PHOTOGRAPHS:
Incomplete VUP and its Approach @ Km.317+600 (Tirupati Side) in AP section.
Incomplete VUP and its Approach @ Km.317+600 (Chennai Side) in AP section.
Annexure - IX
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 115
Incomplete VUP and its Approach @ Km.275+371 (Chennai Side) in AP section.
Incomplete ROB and its Approach @ Km.293+155 (Chennai Side) in AP section.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 116
Incomplete Major Bridge and its Approach on Tirupati Side @ Km.33+877 in TN section.
Incomplete Major Bridge and its Approach on Chennai Side @ Km.35+380 in TN section.
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 117
From To
274+800 289+300 Tirupati Rural INR 38.20
289+750 299+430 Renigunta INR 56.10
299+430 309+390 Vadamalpet INR 9.54
314+360 314+700 Narayanavanam INR 3.50
319+390 324+390 Puttur INR 36.78
324+390 327+000
333.300 338.030
289+300 289+750 DamineduShifting of water supply pipelines falling in the four laning
Estimates forwarded to NHAI from utility Deparment.
INR 27.35
289+300 291+000 DamineduShifting of Sewer lines falling in the four laning The Estimates are pending at
Utility DepartmentINR 189.56
311+220 317+800 Puttur
Replacement of Hand pumps scheme sources with all accessories ,Pumping main and distribution line in Puttur Municipality
The Supervsion charges for Utility department is paid and estimates are forwarded to Concessionaire
INR 164.00
324+300 333+500 Nagari
Replacement of Hand pumps scheme sources with all accessories ,Pumping main and distribution line in Nagari Municipality
The Estimates are pending with Utility Department for want of the queries raised by NHAI(HQ)
INR 168.00
274.800 290.700 Tirupati RuralThe Estimates are pending at Utility Department
291.800 292.100 ReniguntaEstimates forwarded to NHAI from utility Deparment. INR 41.70
274+800 276.+300 Chandragiri INR 27.36
276+300 281+200 Tirupati Rural INR 62.11
281+200 293+870 Renigunta INR 367.30
298+675 311+040 Vadamalpet INR 107.40
311+040 313+790 Puttur Rural INR 201.06
313+790 324+390 Puttur Urban INR 87.63
324+390 338+030 Nagari INR 387.86
300+230 305+500 Vadamalapeta By-Pass 90 % of work Completed INR 134.08
290+300 132KV Renigunta-Chandragiri INR 47.08
292+740 220KV Renigunta-GD Nellore INR 72.20
314+270 132KV Renigunta-Puttur INR 33.81
Annexure -x
6 Modification to existing 132KV Renigunta-Chandragiri DC line at Km.290+300 ,220KV Renigunta-GD Nellore DC line at KM.292+740 and 132KV Renigunta-Puttur DC line due at 314+270 formation of four lane of NH-205
Transmission Corporation of A.P.Limited-Tirupati
Approved Estimates forwarded to NHAI from utility Deparment.
2 Tirupati Municipality
3 PH ,tirupati
4 Shifting Feeder channels and bunds falling in alignment of Four laning
EE, Irrigation Division, Tirupati
Name of the Project : Four laning of Tirupati-Tiruthani-Chennai Section of NH-205 from km 274.800 to km: 338.030 in the State of Andhra Pradesh and from km: 0.000 km: 61.470 in the State of Tamil Nadu on Design, Build, Finance, Operate and Transfer (DBFOT) Toll Basis, under NHDP, Phase-III.
5 Shifting of HT/LT lines ,DTR which are obstructing the 4-laning
APSPDCL,Tirupati 85 % of work completed
INR 19.00
1 Shifting of RW&S,schemes utilities viz Hand Pumps ,Pumping main,Distribution lines.Schemes
sources with all accessories etc.,
RWS,Tirupati Approved Estimates are fowarded to the Concessionaire
Nagari
CONSOLIDATED STATUS OF SHIFTIMG OF UTILITIES IN AP SECTION
S.NoChainage
Village Description of UtilityDepartment /In
ChargeStatus
Amount(Rs) (lakhs)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 118
S No
DescriptionRef No of
TANGEDCO Estimated
Cost Department 15 % Location Chainage Status Remarks
a) TIRUTTANI DIVISION
1TIRUTTANI NORTH-1
CE/D/VLR/GL/F.Highways/D.4195/11.Date .15.11.10
3,885,703.00 631,268.00 Ponpadi Village toKandigal Village
0+000 to 7+600
Approved by NHAI. Work in Progress
2TIRUTTANI NORTH-2A
EE/O&M/TRT/T.A.I/F.4/DCW/Pr.18/2013,dt.26.08.2013.
241,150.00 232,790.00 D.V.Puram Village-Cement Factory
6+920 (LHS)
EB Sacntioned. To be approved by NHAI
3TIRUTTANI NORTH-2B
SE/KEDC/KPM/AEED/HD/F.DCW/D.No.440/13,Dt.09.09.2013.
550,930.00 72,870.00 D.V.Puram Village 4+650 (LHS)
EB Sacntioned. To be approved by NHAI
4TIRUTTANI NORTH-2C
SE/KEDC/KPM/AEED/HD/F.DCW/D.NO.441/13,Dt.09.09.2013.
538,600.00 70,250.00 D.V.Puram Village 4+650 (RHS)
EB Sacntioned. To be approved by NHAI
5TIRUTTANI NORTH-2D
SE/KEDC/KPM/AEED/HD/F.DCW/D.NO.759/14,Dt.07.03.2014.
960,060.00 960,060.00 D.V.Puram Village 6+920 (RHS)
EB Sacntioned. To be approved by NHAI
6TIRUTTANI East
CE/D/VLR/GL/F.Highways/D.4194/11.Date .15.11.10
7,880,990.45 1,218,043.00 Krsinathapuram to Arungalam Road
7+600 to 15+600
Approved by NHAI. Work in Progress
Estimate for LT Crossing at Two Locations is pending from EB
7KANAKAMMACHATRAM
CE/D/VLR/GL/F.Highways/D.4197/11.Date .15.11.10
13,210,247.77 1,906,548.00 Kunnathur to Tiruvalangadu Raod
15+600 to 25+600
Approved by NHAI. Work in Progress
Estimate for LT Crossing at Eight Locations is pending from EB
Sub Total (a) 27,267,681.22 5,091,829.00 b) ARAKKONAM DIVISION
1 ARAKKONAMDev/T.1/F.DCW Est./P.No.D/ 2011.12 Date.02.11.2011
456,800.00 67,290.00 Perungaluthur Village12+600 to 15+900
Approved by NHAI. Work is not executed at site because of non-furnishing of undertaking by NHAI as required by EB during june 2012. NHAI Lr. No. NHAI/18011/97(G)/09/PIU.Chennai/1543 dt.27.06.2012
Revised estimate to be obtained from EB. Concessionaire to give a revised request for the same.
456,800.00 67,290.00
Annexure -xiName of the Project : Four laning of Tirupati-Tiruthani-Chennai Section of NH-205 from km 274.800 to km: 338.030 in the State of Andhra Pradesh and from km: 0.000 km: 61.470 in the State of Tamil Nadu on Design, Build, Finance, Operate and Transfer (DBFOT) Toll Basis, under NHDP, Phase-
III.
Sub Total (b)
APSTRACT OF ELECTRICAL ESTIMATES IN TAMIL NADU (TNEB)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 119
S No
DescriptionRef No of
TANGEDCO Estimated
Cost Department 15 % Location Chainage Status Remarks
c) TIRUVALLUR DIVISION
1Thiruvallur N Ramanjare
CE/D/VLR/GL/F.Highways/D./11.Date .15.11.10
17,600,600.00 2,634,690.00 V G K Puram to Narayanapuram
25+600 to 34+000
Approved by NHAI. Work in Progress
Estimate for LT Crossing at Four Locations is pending from EB
2Thiruvallur N North 1
CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1801/14,Dt.18.03.14
13,297,230.00 1,706,080.00 Narayanapuram to kosavanpalayam village
34+000 to 43+000
EB Sacntioned. To be approved by NHAI
3Thiruvallur N North 2
CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1421/13,Dt.13.12.13.
2,312,790.00 301,630.00 Thiruvallur to utthukottai By pass
44+300 to 45+300
EB Sacntioned. To be approved by NHAI
4Thiruvallur N west
CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1806/14,Dt.20.03.14
8,271,030.00 1,073,150.00 Thirupachur village
43+000 to 44+30048+200 to 40+600
EB Sacntioned. To be approved by NHAI
5Thiruvallur South
CE/D/VLR/GL/F.Highways/D.3574/11.Date .30.08.2010
3,704,070.00 581,690.00 Kamarajar Statue to Collector Office
EB Sanctioned. Not Approved in NHAI due to allignment change
Estimate Not required
6Thiruvallur Rural
CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1631/14,Dt.18.02.2014
5,600,330.00 726,820.00 Ikkadu to Ivelyagaram and housing board
46+100 to 48+200
EB Sacntioned. To be approved by NHAI
7Thiruvallur Poondi
CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1632/14,Dt.18.02.2014
1,213,520.00 158,040.00 Kakkalur SS to Poondi
49+400 Crossing33 KV
EB Sacntioned. To be approved by NHAI
8Thiruvallur Uthukottai
CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1630/14,Dt.18.02.2014
1,165,540.00 151,840.00 Tiruttani to Ikkadu bye pass road
49+700 Crossing 33 KV
EB Sacntioned. To be approved by NHAI
49,461,040.00 7,333,940.00 d) SRIPERAMPUDUR DIVISION
1 Savapat-1CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1857/14,Dt.27.03.2014
10,823,950.00 1,406,370.00 50+500 to 55+600EB Sacntioned. To be approved by NHAI
2 Savapat-2CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1860/14,Dt.27.03.2014
15,832,920.00 2,058,010.00 55+600 to 60+300EB Sacntioned. To be approved by NHAI
3Thiruniravur North
CE/D/CSR/S/EET/AEET/AET2/F.NHAI(DCW)/D.1802/14,Dt.18.03.2014
3,134,730.00 403,970.00 61+000 to 61+600 EB Sacntioned. To be approved by NHAI
29,791,600.00 3,868,350.00 106,977,121.22 16,361,409.00 Grand Total Rs
Sub Total (d)
Sub Total (c)
APSTRACT OF ELECTRICAL ESTIMATES IN TAMIL NADU (TNEB)
Independent Engineer CDM Smith Inc
In Joint Venture with CDM Smith India Pvt.Ltd.
[IE’s MPR, March - 2016] Page 120
From To
1 Tiruttani
a)A.M Puram 0+000 2+760
b) Pattabhiramapuram 8+416 11+150
2 Thiruvalangadu
a) Lakshmanapuram 17+600 19+850
b) Arcot kuppam 19+850 21+560
c) Panapakkam 23+600 25+830
d) K.K Chatram 23+600 25+830
e) Gulur 25+830 28+400
3 Arakkonam
a) Perungalathur 13+180 15+450
4 Poondi
a) Ramanjeri 29+100 33+900
b) Pandur 39+000 40+000
c) Pattaraiperumbadur 33+900 38+370
d) Ellappanaidupetti 38+370 39+000
e) Kaivandur 40+000 41+500
f) Siruvanur 44+970 45+000
g) Thirupatchur 41+800 44+970
5 Ekkadu,Tiruvallur
a) Ekkadu 47+380 48+400
b) Kakalur 48+400 50+700
c) Thaneerkulam 50+700 52+000
d) Sevapet 53+820 56+100
e) Ayathur 56+900 58+400
6 Poonamalle
a) Nemilicherry 58+400 61+470
14,858,140.00 Grand Total =
2236000 223600 2,459,600.00
The Estimates are forwarded to NHAI from Utility Department
123000 12300 135,300.00 The Estimates are forwarded to NHAI from Utility Department
1544000 154400 1,698,400.00
The Estimates are forwarded to NHAI from Utility Department
7738300 773830 8,512,130.00
The Estimates are forwarded to NHAI from Utility Department
1558000 155800 1,713,800.00
The Estimates are forwarded to NHAI from Utility Department
308100 30810 338,910.00
The Estimates are forwarded to NHAI from Utility Department
Annexure -xiiName of the Project : Four laning of Tirupati-Tiruthani-Chennai Section of NH-205 from km 274.800 to km: 338.030 in the State of Andhra Pradesh and from km: 0.000 km: 61.470 in the State of Tamil Nadu on Design, Build, Finance, Operate and Transfer (DBFOT) Toll Basis, under NHDP, Phase-III.
Water Pipe line Estimates
S.No
Name of the UnionChainage Total
Value of Work (Rs)
Centage charges(10
%)
Total value of Estimate (Rs)
Remarks