national highways authority of indianhai.org.in/spw/iereport/mpr-march 2016f.pdf · national...

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

In Joint Venture with CDM Smith India Pvt.Ltd.

[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.




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.




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




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


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


BC DBM WMM GSB

For 10 Years ( year 2023) 16 10% 40 65 250 200




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 - - -






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



2040 Functional Overlay 50 - - - Section 3 (Km 0+000 to Km 43+950)


2018 Functional Overlay 40 - - - Every 5 years overlay proposed


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)


2018 Functional Overlay 40 - - - Every 5 years overlay proposed.








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


In Joint Venture withCDM Smith India Pvt.Ltd.


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




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



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 :




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



[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




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.




VUP @ 286+789 Required by the Consultants Replies furnished by the Concessionaire Status of Review

by Head office


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.




VUP @ Km. 317+600

Required by the Consultants Items attended by the Concessionaire Status of Review by Head office


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




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


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




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


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.




Minor Bridge : Km. 304+650


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.




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


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




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.


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.


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.




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




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.




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.




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


Ltr No TTTCTPL/ SPV/Drawings/2012/168

28/7/2012

Mail

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


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


Ltr No. TTTCTPL/ SPV/PDR/2012/19

10/10/12




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


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.


CEI-Pj/NHAI/1112021/2012/1237

31/7/12 Reviewed Service Road Profile

Compliance statement


10/10/12


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 - -





Lr. No Dated Details


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 - -


Submission of TCS for 4-Lane to 2-Lane section from km 318+450 to km 318+750

No reply - -


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 - -





Ltr. No. Date Details


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 - -


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.)


To send 1. CEI-PJ-NHAI-TRP-1112021-2012-DRH-10-12-1

1. Reply for compliance statements No reply - -






Receiving date

at IE office, Bangalore / Site office

Reply by IE No Reply/



if any


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


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


CEI-Pj/NHAI/TRP/1112021

/2014/1011 13.06.14 - - - -

TTTCTPL/SPV/ Junction /2012/270 29.12.13

Junction layout drawing in AP section


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


CEI-pj/NHAI/1112021/HO/

889 10.06.13 - - - -






Receiving date

at IE office, Bangalore / Site office




if any



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)


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


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)


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.


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

- - - -







office, Bangalore

/ Site office




if any



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


2014/852 13.02.14 -




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


2014/1041 15.07.14

Highmast lighting

locations, street lighting found

OK.


TTTCTPL/ SPV/


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


2014/1041 15.07.14

Highmast lighting

locations, street lighting found

OK.


TTTCTPL/ SPV/


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


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



[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.




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.




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




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.




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.




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




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)


(Km)

Cumulative Progress

LHS

Up to Feb- 16

This Month RHS

(Mar-16)


(Km)

Cumulative Progress

RHS





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)


(Km)

Cumulative Progress

LHS

Up to Feb- 16

This Month RHS

(Mar-16)


(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)


(Km)

Cumulative Progress

LHS

Up to Feb- 16

This Month RHS

(Mar-16)


(Km)

Cumulative Progress

RHS


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)


(Km)

Cumulative Progress

LHS

Up to Feb- 16

This Month RHS

(Mar-16)


(Km)

Cumulative Progress

RHS





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





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




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




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.




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)




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)




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




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 Tests

Passed

No.of Tests Faile


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)





No.of Tests

Passed

No.of Tests Failed


No.of Tests

Passed

No.of Tests Faile


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








No.of Tests

Passed

No.of Tests Failed


No.of Tests

Passed

No.of Tests Faile


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








No.of Tests

Passed

No.of Tests

Failed


No.of Tests

Passed

No.of Tests

Failed


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)




OGL

1

3

2

GSB

Emb/Subgrade/Borrow Area/Median Filling





No.of Tests

Passed

No.of Tests

Failed


No.of Tests

Passed

No.of Tests

Failed


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




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





No.of Tests

Passed

No.of Tests Failed


No.of Tests

Passed

No.of Tests Failed


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




DBM

9

BC

10





No.of Tests

Passed

No.of Tests

Failed


No.of Tests

Passed

No.of Tests

Failed


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




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




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




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




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




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.




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.




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.




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.




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.




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.




LA

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ulvert (1 x 1.5 x 1.7)

LEGEND: OGL Emb Top SG Top GSB Top WMM Top Kerb DBM

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ulvert (1 x 1.5 x 2.0)

Pipe Culvert (1 x 1.0 x 1.0)

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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

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vert

(1 x

1.5

x 2

.0)

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vert

(1 x

1.5

x 1

.5)

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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)

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Box C

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Box C

ulvert (1 x 5.0 x 1.2)

Box C

ulvert (1 x 1.5 x 1.5)


Box C

ulvert (1 x 5.0 x 1.5)

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ulvert (1 x 3.0 x 3.0)

Box C

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ulvert (1 x 1.5 x 1.5)

Box

Cul

vert

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1.5

x 1

.7)

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x 2

.0)

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x 2

.0)

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VU

P (2 x 16.85)

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ert

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1.5

x 1

.7)

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ert

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x 2

.2)

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ert

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x 2

.2)

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ert

(1 x

1.5

x 1

.5)

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ert

(1 x

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x 1

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ert

(1 x

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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

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ert

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x 2

.0)

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ert

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x 3

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P (2

x 1

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x 3

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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




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


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)


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)


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)




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)


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

)


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




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


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)


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)




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


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)


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)





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


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)


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)





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


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




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




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)




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)




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)




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)


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)




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




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)




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)




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)





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

))




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




Summary of DBM Completed 4 Lane & 2 Lane Stretches (Both sides) Up to March - 2016 AP section

Sl.no


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


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


Annexure – III




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




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.




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%




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




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




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




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




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




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.




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)




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)




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




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”


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


“A”

Vehicle responsible

No. of affected personsNo. of

animals killed if

any

Help provided

by Ambulance

/Patrol vehicle

Annexure - V




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”


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


“A”

Vehicle responsible

No. of affected personsNo. of

animals killed if

any

Help provided

by Ambulance

/Patrol vehicle




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


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


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


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


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


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


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


Notification of Non Compliance Regarding Diversion is not finished with Bituminous layer in AP section as per MORTH


11 Ltr No. 529dt. 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


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


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


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


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


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


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




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



23Ltr.no. 478dt. 13.04.13



Km 41+600 28.06.2013CEI-Pj/NHAI/TRP/ 1112021/2013/560 Closed

24 Ltr.no. 478dt. 13.04.13




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


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




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




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


51 Ltr No.744dr.15.11.2013


52 Ltr No.745dr.15.11.2013


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 =




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



[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




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




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)




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


(10)


meter's


(11)




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


(10)


meter's


(11)




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


- - 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


(10)


meter's


(11)




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


- - 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


(10)


meter's


(11)




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)


Minor Bridge (TN Section)

S.no Chainage Vent/Span Details Side Status of Work Remarks &

Crash Barrier


(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


5 27+640 6X2.5 RHS Work in progress (Repair) Work in progress 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


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)


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)





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)


(m)

Status of work(11)




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)


(m)

Status of work(11)




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


(10)


(m)

Status of work(11)




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) _


(10)


(m)

Status of work(11)



[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




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.




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.




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)




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)


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)


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)


6TIRUTTANI East


7,880,990.45 1,218,043.00 Krsinathapuram to Arungalam Road

7+600 to 15+600


Estimate for LT Crossing at Two Locations is pending from EB

7KANAKAMMACHATRAM


13,210,247.77 1,906,548.00 Kunnathur to Tiruvalangadu Raod

15+600 to 25+600


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)




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


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


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


4Thiruvallur N west


8,271,030.00 1,073,150.00 Thirupachur village

43+000 to 44+30048+200 to 40+600


5Thiruvallur South


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


5,600,330.00 726,820.00 Ikkadu to Ivelyagaram and housing board

46+100 to 48+200


7Thiruvallur Poondi


1,213,520.00 158,040.00 Kakkalur SS to Poondi

49+400 Crossing33 KV


8Thiruvallur Uthukottai


1,165,540.00 151,840.00 Tiruttani to Ikkadu bye pass road

49+700 Crossing 33 KV


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


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)




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


7738300 773830 8,512,130.00


1558000 155800 1,713,800.00


308100 30810 338,910.00


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