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IRB ~hmedabad Vadodara subsidiary of Super Express...
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/, IRB ~hmedabad Vadodara A subsidiary of Super Express Tollway Pvt Ltd Mumboi Officu: 8-301, Universal Business Park, kc am an^ Oil Mill Rood, Cbon$$li Edote, Andheri (E), Momboi-400 072 rn Tel: 91 -22-6733 5900 rn Fax: 91 -22-6753 5905 s www.i&.co.in May 07,2014 - - - - The Team Leader Mls. Aarvee Associates Architects, Engineers 8 Consultants Pvt. Lfd. House No. 2, Radha Kutir Bungalows Near Parth Kutir, Beside Shyam Bungalow Near Octroi Naka, Karamsad Dist - Anand, Gujarat - 388325 Tel - 02692-644684 Email- [email protected] Project: - Six Laning of Ahmedabad to Vadodara Section of N H 8 from Krn. 6.400 to Km. 108.700 (Length 102.300 Km.) in the State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from Km. 0.000 to Km. 93.302 in the State of Gujarat (Length 93.302 Km.) under NHDP Phase V on Design Build ~inance Operate Transfer (DBFOT) Toll Basis. c + -8 Subject: Monthly Progress Report - April 2014 Dear Sir, Please find enclosed herewith the Monthly Progress Report for the month of April 2014 in pursuant to Clause 13.1 of Article 13 of the Concession Agreement. Fking you, urs Sincerely, I i andi \ (Bjeputy Head Project Construction) <) Encl: - As above C.C.: The Project Director, National Highways Authority of India, 3A & 36, 2"d Floor, Amul Building near Dena Bank Vejalpur Road, Jivraj Park, Ahmedabad - 380051 Ph: 079 - 26821062 - For Information and Records. Corporate Office: IRB Complex, Chondivli Form, Chandivli Village, Andheri (E), Mumboi-400 072 Tel: 91 -22-66404220 Fox: 91 -22-6675 1024 e-moil: [email protected] I www.irb.co.in
Transcript of IRB ~hmedabad Vadodara subsidiary of Super Express...
/,
IRB ~hmedabad Vadodara A subsidiary of
Super Express Tollway Pvt Ltd Mumboi Officu: 8-301, Universal Business Park, kc am an^ Oil Mill Rood, Cbon$$li Edote, Andheri (E), Momboi-400 072 rn Tel: 91 -22-6733 5900 rn Fax: 91 -22-6753 5905 s www.i&.co.in
May 07,2014 - - - -
The Team Leader Mls. Aarvee Associates Architects, Engineers 8 Consultants Pvt. Lfd. House No. 2, Radha Kutir Bungalows Near Parth Kutir, Beside Shyam Bungalow Near Octroi Naka, Karamsad Dist - Anand, Gujarat - 388325 Tel- 02692-644684 Email- [email protected]
Project: - Six Laning of Ahmedabad to Vadodara Section of NH 8 from Krn. 6.400 to Km. 108.700 (Length 102.300 Km.) in the State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from Km. 0.000 to Km. 93.302 in the State of Gujarat (Length 93.302 Km.) under NHDP Phase V on Design Build ~ inance Operate Transfer (DBFOT) Toll Basis. c
+ -8
Subject: Monthly Progress Report -April 2014
Dear Sir,
Please find enclosed herewith the Monthly Progress Report for the month of April 2014 in pursuant to Clause 13.1 of Article 13 of the Concession Agreement.
F k i n g you, urs Sincerely,
I i andi \ (Bjeputy Head Project Construction) <) Encl: - As above
C.C.: The Project Director, National Highways Authority of India, 3A & 36, 2"d Floor, Amul Building near Dena Bank Vejalpur Road, Jivraj Park, Ahmedabad - 380051 Ph: 079 - 26821062 - For Information and Records.
Corporate Office: IRB Complex, Chondivli Form, Chandivli Village, Andheri (E), Mumboi-400 072 Tel: 91 -22-6640 4220 Fox: 91 -22-6675 1024 e-moil: [email protected] I www.irb.co.in
SIX LAKM 6GUJAEXPREGUJABUILD
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MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 2
TABLE OF CONTENTS 1.0 Location Plan .............................................................................................................................. 4
2.0 Salient Features of Project ........................................................................................................ 10
3.0 Executive Summary .................................................................................................................. 11
3.1 General ................................................................................................................... 11
3.2 Climate and Environment ....................................................................................... 11
3.3 Existing Right of Way .............................................................................................. 11
3.4 Structures ............................................................................................................... 12
3.5 Toll plazas ............................................................................................................... 12
4.0 Scope of Work ................................................................................................................................ 12
4.1 Broad Scope of Work & Current Status ................................................................... 12
5.0 Project Milestones ......................................................................................................................... 14
5.1 Project Completion Milestones: ............................................................................. 14
7.0 Design & Engineering and Mobilization of Independent Engineer ............................................. 18
8.0 Mobilization Status of Plant & Machinery ................................................................................. 18
9.0 Safety Measures ....................................................................................................................... 20
10.0 Weather Report ........................................................................................................................ 21
11.0 Progress Strip Chart – Highway ................................................................................................. 21
12.0 Progress Strip Chart – Structure ................................................................................................ 21
13.0 QC Test Summary/Details of Source of Material ....................................................................... 21
14.0 Project / Site Organization ........................................................................................................ 21
15.0 Drawing & Design Status .......................................................................................................... 22
16.0 Event Diary ............................................................................................................................... 22
17.0 Progress Photographs ................................................................................................... 23
18.0 Correspondence with IE & NHAI .................................................................................... 25
19.0 Road Safety & Maintenance Report .............................................................................. 32
20.0 Environment Mitigation Measures ................................................................................ 32
21.0 Safety Measures ........................................................................................................... 32
22.0 Structure Held-up due to Non-Decision ......................................................................... 32
23.0 ROB Status .................................................................................................................... 32
24.0 Status of NCR ................................................................................................................ 32
25.0 Monthly Accident Report .............................................................................................. 32
26.0 Issues Concerned with NHAI ......................................................................................... 32
Appendices
Appendix ‘A’ ------ Weather Report
Appendix ‘B’ ------ Progress Strip Chart - Highway
Appendix ‘C’ ------ Progress Strip Chart - Structure
Appendix ‘D’ ----- QC Test Summary
Appendix ‘E’ ------Source Approval of Material
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 3
Appendix ‘F’ ------ Site Organization Chart (Concessionaire & EPC)
Appendix ‘F(a)’----Site Organization Chart (QCE)
Appendix ‘G’ ------Manpower Status
Appendix ‘H’ ------Drawing & Design Status
Appendix ‘I’ -------Correspondance with IE & NHAI
Appendix ‘J’ ------Road Safety and Maintenance Report NE-1
Appendix ‘K’ -----Environmental Mitigation Measures
Appendix ‘L’ -----Safety measures
Appendix ‘M’ -----Structure Held-up due to Non-Decision
Appendix ‘N’ ---- ROB Status
Appendix ‘O’ ---- S-Curve
Appendix ‘P’ ---- Status of NCR
Appendix ‘Q’ ---- Abstract of Accident Data
Appendix ‘R’---- Monthly Accident Report
Appendix ‘S’ --- Issues Concerned with NHAI
Appendix ‘T1’ --- Affected Length Strip Plan due to Land Acquisition and other issues as on 31stMarch 2013 (On 90th Day from Appointed Date)
Appendix ‘T2’ --- Affected Length Strip Plan due to Land Acquisition and other issues as on 30th April 2014
Appendix ‘U’ --- Event Diary
MONTHL
A
Pivota
NH-8 : C
NE-1 : C
Detail A
Detail B
Detail C
LY PROGRE
AHMEDABAD VADO
al Location
Ch-6+400 to
Ch-0+000 to
A. – AUDA R
B. – Nadiad
C. – Anand I
ESS REPOR
ODARA SUPER EXPR
ns of the P
o 108+700
o 93+302
Ring Road In
Interchang
Interchange
Ahmeda
N
RT – APRI
RESS TOLWAY PVT.
Project
nterchange
ge
e
abad
NH-8
IL 2014
.
NE-1
Detaail A
Detail
Vad
B
Detail
Page
dodara
C
6
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AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 7
AUDA Ring Road Interchange (NE-1)
AUDA Ring Road Interchange Ahmedabad Side
Vadodara Side
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 8
Nadiad Interchange (NE-1)
Vadodara Side
Ahmedabad Side
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 9
Anand Interchange (NE-1)
Vadodara Side
Ahmedabad Side
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AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 10
2.0 Salient Features of Project
SR. NO. PARTICULARS DERSCRIPTION
1. Name of Project
Six Laning Of Ahmedabad To Vadodara Section of NH 8
from Km 6.400 to Km 108.700 (Length 102.300 km) in the
State of Gujarat and improvement of existing
Ahmedabad Vadodara Expressway from Km 0.000 to Km
93.302 in the State of Gujarat (Length 93.302 Km) Under
NHDP Phase V on Design, Build, Finance, Operate &
Transfer (DBFOT) Toll Basis
2. Total Length of Project NH-8: Km. 102.300
NE-1: Km. 93.302
3. Contract / Phase NHDP phase-V.
4. Client / Authority National Highways Authority of India.
(Ministry of Road Transport & Highways).
5. Concessionaire M/s IRB Ahmedabad Vadodara Super Express Tollway
Pvt. Ltd., Mumbai
6. Independent Engineer M/s. Aarvee Associates Architects Engineers
& Consultants Pvt. Ltd.
7. EPC Contractor M/s Modern Road Makers Pvt. Ltd., Mumbai.
8. Total Project Cost INR 2125.24 Cr.
9. Date of signing of
Concession Agreement 25th July, 2011.
10. Appointed date 01st January, 2013.
11. NE-1 COD 01st January, 2013.
12. Construction
Completion Period 1095 days
13. Construction
Completion date 31st December, 2015
14. Concession Period 25 Years including construction period of 1095days
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AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 11
3.0 Executive Summary
3.1 General
The National Highway-8 connects Delhi with Jaipur, Ahmedabad, Vadodara and Surat before
culminating at Mumbai. This is one of the major high traffic density highways in the country.
Some sections of NH-8 are already in the process of being six laned and enhanced capacity
levels are contemplated to meet the existing and projected traffic volumes. The present
project addresses these needs of the National Highway. The project consists of six laning of
existing two/four lane NH 8 between of Ahmedabad to Vadodara and strengthening of the
existing expressway between Ahmedabad and Vadodara.
The project highway is a section of the National Highway-8 from km 6/400 to 108/700
(Approx length–102.300 KM) and Ahmedabad Vadodara Expressway from km 0.000 to
93.302, (Approx length– 93.302 KM) in the state of Gujarat.
This segment of NH 8 was strengthened during last decade. There are a number of major and
minor urban centres located along the project highway. This stretch of the project highway is
joined and or intersected by a number of State Highways, Major District Roads and Ordinary
District roads.
NH-8 section of the Project Highway runs in plain terrain and encounters a number of rivers
on its way to Mumbai. .
The Expressway NE-1 section of the Project Highway was constructed during last decade.
There are 5 entry/exit points (2 at Ahmedabad, 1 at Nadiad, 1 at Anand and 1 at Vadodara).
3.2 Climate and Environment
The climate patterns in Ahmadabad, Kheda, Anand and Baroda districts are fairly uniform.
The summer season extends from March to June, with the maximum temperature reaching
about 45° C. Monsoon startsfrom June and ends around September and winter season
extends from October to February with the minimum temperature being 10°C to 18° C.
3.3 Existing Right of Way
The existing ROW in built up areas is 45 m to 53 mandranges from 60 m to 80 m in rural
areas.
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 12
3.4 Structures
NH-8
3.4.1 There are existing total of 4 Major Bridges, 3 Rail Over Bridges, 1 Grade
Seperator/Underpasses, 12 Minor Bridges, 1 Foot Over Bridge, 57 Slab /
Box Culverts, 101 Hume pipe Culverts, 3 Slab/Hume pipe Culverts.
NE-1
3.4.2 There are existing total of 10 Major Bridges, 3 Rail Over Bridges, 27
Overpasses, 11 Grade Seperator/Underpasses, 13 Minor Bridges, 16 Slab /
Box Culverts, 171 Hume pipe Culverts, 30 Canal Crossing, 5 Slab Drain.
3.5 Toll plazas
NH-8
There are two existing Toll plazas in NH-8 at the following locations (design chainages).
1) Kheda Bypass Km: 42+000 (Not in operation)
2) Vasad Km: 92+400 (Not in operation)
NE-1
There are two existing Toll plazas in NE-1 at the following locations (design chainages).
1) Mainline toll plaza location Km: 2.600 & Km. 86.600
2) Interchange toll plaza locations Km: 3.80, Km. 43.30 and Km. 58.60
4.0 Scope of Work
The broad scope of project is as below:
i) Construction of the Project Highway as described in Concession Agreement.
ii) Operation and Maintenance of the Project Highway in accordance with the provisions of Agreement; and
iii) Performance and fulfillment of all other obligations of the Concessionaire in accordance with the provisions of this Agreement.
4.1 Broad Scope of Work & Current Status
Sr. No.
Description Unit NH-8 NE-1
Proposed Facilities
Existing Facilities
Proposed Facilities
Existing Facilities
Remarks
1. Six laning on NH-8 and Engineering Improvement on NE-1
Km 102.3 102.3 93.302 93.302
2. Service Road (Km) Km 82.5 0 0 0
3. Slip Road 7.0m wide 5.50m wide
Km Km.
24.740 18.840
0 0
0 0
0 0
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 13
Sr. No.
Description Unit NH-8 NE-1
Proposed Facilities
Existing Facilities
Proposed Facilities
Existing Facilities
Remarks
4. Major Bridge Nos. 4 4 0 10
5. Grade Seperator (Flyover)/ Underpasses
Nos. 15 1 0 11
6. Flyover/inter section Nos. 1 0 0 0
7. Pedestrian Underpass Nos. 14 0 0 0
8. Vehicular Underpass Nos. 9 0 0 0
9. Overpasses Nos. 0 0 0 27
10. Minor Bridges Nos. 20 12 0 13
11.Rehabilitation/Repair/ Widening of Existing Minor Bridges
Nos. 7 0 0 0
12. RUB Nos. 0 0 0 0
13. ROB Nos. 4 3 0 3 14. FOB Nos. 0 1 0 0 15. Slab/ Box Culverts Nos. 171 57 0 16
16. Slab/Hume pipe Culverts Nos. 0 3 0 0
17. Hume Pipe Culverts Nos. 9 101 0 171
18. Canal Crossing Nos. 0 0 0 30
19. RCC Covered Drain Km. 82.5 0 0 0
20. Slab Drain Nos. 0 0 0 5
21.Toll Plazas Mainline Interchange
Nos. Nos.
2 0
0 0
0 0
2 3
22. Bus Bays Nos. 32x2=64 0 0 0
23. Truck Lay Bays Nos. 3x2=6 0 0 0
A) The following design and provisions are to be carried out on major bridges of NE-1:
1. Remedial measures on River Khari / Dharwa at km 12.4.
2. River training works and protection of embankment at River Sheddhi at km 38.24
3. Design and provisions for additional two spans for Sheddi
4. River training works on Mini Mahi at km 83.7.
B) The following works to be carried out in cross drainages of NE-1
1. Maintenance of Cross-Drianageworks between Km 32 to Km 38
2. Design and Provisions of proper chute drains between Km 57 and Km 58
3. Repair of Box Culvert at Km 58.8 as per requirement
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AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 14
4. Design and provision of pond at R.D. 58.8 near Anand Interchange and proper section of
drain to discharge
5. Design and provision of link drain from triple pipe culvert at km 76.5 and Box Culvert to
MahiKotar. Pipe Culvert to MahiKotar.
6. Design and provision of section of Mini Mahi upstream and downstream.
7. Design and provision of draining water from drain SD2
8. Design and provision of draining water from CD 164 so that CD shall not be flooded and
obstruct the passage of pedestrains
9. Cleaning of mouth of pipes, approaches and exit of all water passages.
10. Construction of longitudinal Aggreagte Drain from Km 22.00 to Km 42.00
5.0 Project Milestones
5.1 Project Completion Milestones:
Sr. No.
Milestones Period from
Appointment date
Scheduled date of
Milestone Criteria for achievement of Milestones
1 Milestone– I 220 days Aug. 8 ,
2013
Concessionaire shall have commenced construction of Project Highway and expended not less than 10% of the total capital cost set forth in the Financial Package.
2 Milestone – II 490 days May. 05 ,
2014
Concessionaire shall have commenced construction of all bridges and expended not less than 35 % of the total capital cost set forth in the Financial Package.
3 Milestone – III 780 days Feb. 19 ,
2015
Concessionaire shall have commenced construction of project facilities and expended not less than 70 % of the total capital cost set forth in the Financial Package.
4 Scheduled Six
laning date 1095 days
Dec. 31 , 2015
Concessionaire shall have completed Six laning in accordance with the Concession Agreement.
Pursuant to clause-1 of Schedule-G of CA, this is notified here that the concessionaire has
achived the Project Milestone-I by expending 28.99% of total capital cost upto 30th June 2013,
against the schedule date of 8th August 2013 vide concessionaire letter no.
IRB/AVSETPL/1131/2013, dt. 9th August 2013.
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 15
6.0 Physical Progress& Financial Progress6.1 Physical Progress OF NH-8 AND NE-1 Based on Weightages
a) Physical Progress for NH-8
(A) + (B) = 100% (NH-8 & NE-1 Combined)
Percentage of
NH-8 (A) = 88.582%
Item No. Item Description Weightagein
%
Cumulative Physical
Progress in %
1 SITE CLEARANCE 0.610% 0.584%
2 EARTH WORK 4.642% 3.669%
3 GRANULAR BASE COURSE & SUB-BASE 8.519% 5.330%
4 BITUMINOUS COURSE 18.731% 8.254%
5 TOLL PLAZA 1.372% 0.183%
6 TRAFFIC SIGNS, MARKINGS & OTHER
ROAD APPURTENANCE 5.658% 0.462%
7 FLYOVERS 15.614% 12.022%
8 ROB'S & RUB'S 5.557% 1.130%
9 MAJOR BRIDGES 9.131% 8.287%
10 MINOR BRIDGES 3.083% 2.947%
11 UNDERPASSES 4.342% 3.886%
12 VEHICULAR UNDERPASSES 3.423% 3.251%
13 CULVERTS 3.962% 3.895%
14 DRAINAGE AND PROTECTIVE WORKS 9.235% 7.613%
15 RETAINING & TOE WALL - 0.000%
16 REPAIR & REHABILITATION 0.132% 0.000%
17 MAINTENANCE OF ROAD 0.046% 0.045%
18 ELECTRICAL & OTHER WORKS 4.498% 0.000%
19 HTMS 0.461% 0.000%
20 OTHER & MISCELLANEOUS WORKS 0.984% 0.000%
PHYSICAL PROGRES OF NH-8 X 61.559%
CUMMULATIVE PROGRESS OF (NH-8) = A x X = 54.530%
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 16
b) Physical Progress For NE-1
Percentage of
NE-1 (B) = 11.418%
Item No. Item Description Weightage in
%
Cumulative Physical
Progress in %
1 SITE CLEARANCE 2.117% 2.117%
2 EARTH WORK 1.546% 1.546%
3 GRANULAR BASE COURSE & SUB BASE - 0.000%
4 BITUMINOUS COURSE 53.093% 52.846%
5 TOLL PLAZA 3.220% 3.220%
6 TRAFFIC SIGNS, MARKINGS & OTHER
ROAD APPURTENANCE 12.991% 12.991%
7 FLYOVERS - 0.000%
8 ROB'S & RUB'S - 0.000%
9 MAJOR BRIDGES 8.501% 6.500%
10 MINOR BRIDGES - 0.000%
11 UNDERPASSES - 0.000%
12 VEHICULAR UNDERPASSES - 0.000%
13 CULVERTS 2.137% 2.090%
14 DRAINAGE AND PROTECTIVE WORKS 11.351% 11.351%
15 RETAINING & TOE WALL 0.782% 0.782%
16 REPAIR & REHABILITATION - 0.000%
17 MAINTENANCE OF ROAD 0.355% 0.355%
18 ELECTRICAL & OTHER WORKS - 0.000%
19 HTMS 2.633% 1.342%
20 OTHER & MISCELLANEOUS WORKS 1.274% 1.274%
PHYSICAL PROGRES OF NE-1 Y 96.412%
CUMMULATIVE PROGRESS OF (NE-1) = B x Y = 11.008%
COMBINED CUMMULATIVE PHYSICAL PROGRESS (NH-8 + NE-1) = 65.539%
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 17
6.2 Financial Progress of Work a) Financial Progress in %
Month Achieved Progress
Monthly % of Financial Progress Cumulative % of Financial Progress Jan-13 17.131% 17.131% Feb-13 1.856% 18.987% Mar-13 2.227% 21.214% Apr-13 4.204% 25.418% May-13 5.297% 30.715% Jun-13 3.610% 34.325% Jul-13 4.503% 38.828% Aug-13 3.751% 42.579% Sep-13 1.854% 44.433% Oct-13 2.172% 46.606% Nov-13 2.623% 49.228% Dec-13 5.268% 54.497% Jan-14 2.378% 56.874% Feb-14 2.761% 59.636% Mar-14 5.145% 64.781% Apr-14 4.210% 68.990% May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15 Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15
b) S-Curve
See Appendix - O
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 18
7.0 Design & Engineering and Mobilization of Independent Engineer
7a) Design & Engineering
The EPC Contractors M/S Modern Road Makers Limited, have retained the services of M/s Stup
Consultants Pvt.Ltd. for Design and Engineering of this project.
7b) Mobilization of Independent Engineer (IE)
M/s AARVEE AssociateArchitects Engineers & Consultants Pvt. Ltd has been appointed by NHAI,
ref: NHAI/PIU-Ahmedabad/NH-8/6-laning/16112, dated 04.05.12 as the Independent Engineer
for the project. M/s AARVEE AssociateArchitects Engineers & Consultants Pvt. Ltd has mobilized
their Key Staff (Team Leader, Resident Engineer, Senior Pavement Specialist, and Senior Quality
cum Materials Expert) and Field Engineers, Laboratory Technicians at Site, towards 4th May
2012. They are functioning fromtheir office at Anand&Nadiad.
8.0 Mobilization Status of Plant & Machinery
Sr.No. Plant / Machinery Sec-I Sec-II Sec-III Sec-IV NE-1 Othwad Crusher
Plant TOTAL
1 Stone Crusher plant 8 0 0 0 2 0 10
2 Hot Mix Plant 1 1 1 1 2 0 6
3 Wet Mix Plant (Macons) 1 1 1 1 0 0 4
4 Ready Mix Plant (SchwingStetter) 2 2 4 4 0 0 12
5 DG 750 KVA 0 0 0 0 0 4 4
6 DG 500 KVA 1 1 0 0 0 0 2
7 DG 380 KVA (CUMMINS) 0 0 1 1 2 1 5
8 DG 250 KVA (CUMMINS) 1 0 0 0 0 0 1
9 DG 180 KVA (CUMMINS) 0 1 3 1 0 0 5
10 DG 125 KVA (CUMMINS) 1 1 1 4 0 0 7
11 DG 125 KVA (CUMMINS) 1 0 1 1 0 0 3
12 DG 82.5 KVA (GMMCO) 2 3 1 1 0 0 7
13 DG 62.5 KVA 0 1 0 0 0 1 2
14 DG 40 KVA (CUMMINS) 2 1 1 1 2 1 8
15 DG 25 KVA (CUMMINS) 2 2 4 1 0 1 10
16 DG 30 KVA 2 1 0 2 0 0 5
17 DG 15 KVA 3 1 1 3 0 0 8
18 DG 7.5 KVA 0 1 0 4 0 0 5
19 ROAD MILLING MACHINE 0 0 0 0 3 0 3
20 Loader 3 3 3 5 4 7 25
21 JCB 3DX 5 9 8 11 2 0 35
22 Excavator 6 14 7 12 0 17 56
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 19
Sr.No. Plant / Machinery Sec-I Sec-II Sec-III Sec-IV NE-1 Othwad Crusher
Plant TOTAL
23 Hydra 1 2 3 1 0 0 7
24 SOIL COMPACTOR ( I.R. ) 6 6 6 4 0 0 22
25 TOWER LIGHT - 2 ( DIPCO ) 3 2 2 5 2 0 14
26 SMALL TIPPER 7 2 21 5 0 0 35
27 HYVA 53 69 92 65 50 55 384
28 Transist Mixer 7 10 15 13 0 0 45
29 Paver 3 4 3 3 2 0 15
30 Tandem Roller 3 3 8 3 7 0 24
31 Pneumatic Tyre Roller 1 1 1 1 2 0 6
32 Baby Roller 2 4 5 2 1 0 14
33 Hydraulic Grader 4 5 4 5 1 0 19
34 Water Tanker 4 8 5 11 2 5 35
35 Dozer 1 1 0 0 0 1 3
36 Water Pump 8 5 4 4 0 0 21
37 Tower Crane 0 1 0 2 0 0 3
38 Hydraulic Mobile Crane 0 0 0 0 0 1 1
39 Piling Rig 0 0 0 2 1 0 3
40 TRAILOR 0 4 2 1 0 0 7
41 Electronic Weigh Bridge 3 3 3 2 0 6 17
42 Utility Vehicle 4 7 7 6 4 3 31
43 Eicher Tempo 2 1 2 1 2 0 8
44 Mobile Despensive Unit. 1 1 1 1 2 0 6
45 SprayorBrowzer tanker 1 2 3 2 2 0 10
46 Mini Sprayer for Crack Sealing 0 0 0 0 1 0 1
47 Bitumen Cutter (Dynapac) 0 1 1 0 0 0 2
48 Mechanical Broomer 1 1 1 1 1 0 5
49 Air Compressor 2 2 1 3 4 9 21
50 Diesel Pump Set. 1 1 1 1 0 0 4
51 Diesel Tanker 0 2 0 0 2 1 5
52 Container (Big) Store 1 1 1 3 0 2 8
53 Container (Big) Plant Admine 0 1 1 0 0 0 2
54 Container (Big) Office 2 3 3 3 0 2 13
55 Container (Small) 2 1 3 2 0 0 8
56 Container (Small) Weigh Bridge 2 0 1 2 0 0 5
57 Kerb Laying Machine 1 1 1 1 0 0 4
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 20
9.0 Safety Measures
Safety measures taken during the month that is at all the locations of NH-8 & NE-1, adequate safety measures i.e. barricades, warning signs, cautionary signs etc. at structures locations and barricades, gunny bags, safety ribbons and cautionary boards etc. at excavated locations of NH-8 as per stipulation of IRC as well as additional boards are also provided as desired by NHAI/IE during site visit. Safety measures are taken as below: Sr. No. Particular Safety Measures Photographs NH-8
1 Signages Concessionaire has placed all required signboards i.e. Men at Work, Work in Progress, Go Slow, Speed limit etc. as per IRC-67 on project Highway.
2 Diversion The traffic diversion plan has
submitted by Concessionaire as per IRC-SP-55and reviewed by IE and same constructed at site.
3 Structure Necessary safety measures taken by concessionaire i.e. covered construction zone by barricading boards, put necessary signages as per IRC-67 i.e. mandatory,causonary, informatory sign boards etc.
NE-1
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 21
Sr. No. Particular Safety Measures Photographs 1 Signages Concessionaire has placed all
required sign boards i.e. Men at Work, Work in Progress, Go Slow, Speed limit etc. as per IRC-67 on NE-1
2 Diversion The traffic diversion plan has submitted by Concessionaire and reviewed by IE and same constructed at site
Also see in Appendix-L
10.0 Weather Report
See in Appendix-A
11.0 Progress Strip Chart – Highway
See in Appendix-B
12.0 Progress Strip Chart – Structure
See in Appendix-C
13.0 QC Test Summary/Details of Source of Material
13.1 QC Test Summary - See in Appendix-D
13.2 Details of Source of Material - See in Appendix-E
14.0 Project / Site Organization
14.1 Site Organization Chart (Concessionaire & EPC) – See in Appendix-F
14.2 Site Organization Chart (QCE) – See in Appendix-F (a)
14.3 Manpower Status – See in Appendix-G
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 22
15.0 Drawing & Design Status
See in Appendix-H
16.0 Event Diary Sr. No.
Date Officers Visited / Meeting Conducted
Designation Organization Remark
1 12.04.14
Minutes of Meeting held on 12th April'14 chaired by Member,NHAI
Points discussed: See in Appendix-U
2 21.04.14
Mr. H.C.Modi Project Director NHAI Minutes of Meeting -Site Visit of Shri H.C. Modi (PD/CRO) at NH-8 Points discussed: See in Appendix-U
Mr. Manoj Kumar Resident Engineer IE (Aarvee Associates)
Mr. S.K.Singh Resident Engineer IE (Aarvee Associates)
Mr. A.K.Joshi Chief General Manager (SPV)
Concessionaire - IRB
Mr. L.N.Surve Chief General Manager (EPC)
Concessionaire - IRB
Mr. S.N.Kulkarni Chief Liasioning Manager
Concessionaire - IRB
Mr. Mehul Pandya D.G.M Concessionaire - IRB
Mr. Dhanraj Parit D.G.M Concessionaire - IRB
Mr. T.B. Dumal Section Incharge Concessionaire - IRB
Mr. V.B.Bhayde Section Incharge Concessionaire - IRB
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 23
17.0 Progress Photographs
DBM top Completed of Main Carriageway from Ch. 29.679 Km. to Ch. 29.903 Km. (LHS)
Deck Slab Completed of Minor Bridge @ Ch. 22+700 Km. (RHS)
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 24
Work in progress of Major Bridge @ Ch. 30.610 Km. (LHS)
Work in progress of Major Bridge @ Ch. 30.610 Km. (RHS)
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 25
RE wall & Crash Barrier completed at VUP @ Ch. 46.931 Km.
Plate Load Test conducted at PUP @ Ch. 72.080 Km. RE wall location
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 26
Plate Load Test conducted at PUP @ Ch. 72.080 Km. RE wall location
Deck slab work in progress at Pipalag Flyover @ Ch. 58.710 Km.
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 27
Crash Barrier work is in progress of Minor Bridge at ch.59.364 Km. (RHS)
Kerb casting is in progress from Ch. 60.700 Km. to Ch. 61.200 Km.
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 28
DBM Top laying is in progress at PUP approach (RE wall location) @ Ch. 61.940 Km.
DBM Top laying is in progress at PUP approach (RE wall location) @ Ch. 61.940 Km.
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 29
Deck Slab Reinforcement Binding Work in Progress for Span P-3 to P-4 at Ch. 93.542 Km. (MJBR)
Thermoplastic paint laying @ Ch. 26.000 Km. (LHS) – NE-1
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 30
Milling work in progress on Vatrak River Bridge @ Ch. 22.250 Km. – NE-1
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 31
Work in Progress of Sheddhi River Bridge @ Ch. 38.250 Km. – NE-1
MONTHLY PROGRESS REPORT – APRIL 2014
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. Page 32
18.0 Correspondance with IE & NHAI See Appendix –I
19.0 Road Safety and Maintenance Report:
See Appendix –J
20.0 Environmental Mitigation Measures:
See Appendix - K
21.0 Safety Measures:
See Appendix - L
22.0 Structure Held-up due to Non-Decision:
See Appendix - M
23.0 ROB Status:
See Appendix –N
24.0 Status of NCR: See Appendix –P
25.0 Monthly Accident Report: See Appendix –Q&R
26.0 Issues Concernedwith NHAI See Appendix –S
27.0 Affected Length Strip Plan due to Land Acquisition and other
issues as on 31st March 2013 (On 90th Day from Appointed Date)
See Appendix –T1
28.0 Affected Length Strip Plan due to Land Acquisition and other
issues as on 30th April 2014. See Appendix –T2
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-'A'
Min Temp (˚C)
Max Temp (˚C)
Average Rainfall (in mm)
Cummulative Rainfall (in mm)
Weather Condition
Min Temp (˚C)
Max Temp (˚C)
Average Rainfall (in mm)
Cummulative Rainfall (in mm)
Weather Condition
Min Temp (˚C)
Max Temp (˚C)
Average Rainfall (in mm)
Cummulative Rainfall (in mm)
Weather Condition
Min Temp (˚C)
Max Temp (˚C)
Average Rainfall (in mm)
Cummulative Rainfall (in mm)
Weather Condition
1-Apr-2014 22.3 41.8 0.0 0.0 Sunny 26.4 38.8 0.0 0.0 Sunny 21.3 42.3 0.0 0.0 Sunny 20.1 35.5 0.0 0.0 Sunny
2-Apr-2014 21.9 41.2 0.0 0.0 Sunny 26.6 29.2 0.0 0.0 Sunny 23.2 44.1 0.0 0.0 Sunny 21.6 36.8 0.0 0.0 Sunny
3-Apr-2014 22.5 43.9 0.0 0.0 Sunny 26.8 39.6 0.0 0.0 Sunny 21.2 43.4 0.0 0.0 Sunny 23.0 37.1 0.0 0.0 Sunny
4-Apr-2014 22.3 42.8 0.0 0.0 Sunny 26.6 39.9 0.0 0.0 Sunny 22.5 45.4 0.0 0.0 Sunny 22.0 37.5 0.0 0.0 Sunny
5-Apr-2014 21.8 43.0 0.0 0.0 Sunny 26.8 40.2 0.0 0.0 Sunny 22.3 44.3 0.0 0.0 Sunny 21.7 37.9 0.0 0.0 Sunny
6-Apr-2014 22.4 43.2 0.0 0.0 Sunny 26.7 40.0 0.0 0.0 Sunny 23.1 42.9 0.0 0.0 Sunny 20.8 37.8 0.0 0.0 Sunny
7-Apr-2014 22.9 44.0 0.0 0.0 Sunny 26.9 40.6 0.0 0.0 Sunny 22.9 42.8 0.0 0.0 Sunny 22.9 37.4 0.0 0.0 Sunny
8-Apr-2014 21.7 42.9 0.0 0.0 Sunny 27.2 40.9 0.0 0.0 Sunny 21.6 43.3 0.0 0.0 Sunny 22.3 37.5 0.0 0.0 Sunny
9-Apr-2014 22.3 42.8 0.0 0.0 Sunny 27.0 40.7 0.0 0.0 Sunny 20.9 43.3 0.0 0.0 Sunny 22.1 37.8 0.0 0.0 Sunny
10-Apr-2014 20.6 42.1 0.0 0.0 Sunny 26.6 39.8 0.0 0.0 Sunny 21.2 41.8 0.0 0.0 Sunny 21.9 37.6 0.0 0.0 Sunny
11-Apr-2014 21.8 42.9 0.0 0.0 Sunny 26.2 38.7 0.0 0.0 Sunny 21.3 42.1 0.0 0.0 Sunny 22.2 36.9 0.0 0.0 Sunny
12-Apr-2014 20.3 43.1 0.0 0.0 Sunny 26.8 39.9 0.0 0.0 Sunny 21.4 43.1 0.0 0.0 Sunny 22.6 36.7 0.0 0.0 Sunny
13-Apr-2014 21.4 42.9 0.0 0.0 Sunny 26.6 39.4 0.0 0.0 Sunny 21.7 43.3 0.0 0.0 Sunny 22.4 37.1 0.0 0.0 Sunny
14-Apr-2014 20.9 42.8 0.0 0.0 Sunny 26.9 39.8 0.0 0.0 Sunny 23.1 42.4 0.0 0.0 Sunny 23.0 37.0 0.0 0.0 Sunny
15-Apr-2014 21.6 43.7 0.0 0.0 Sunny 27.0 40.8 0.0 0.0 Sunny 24.5 43.4 0.0 0.0 Sunny 22.9 37.8 0.0 0.0 Sunny
16-Apr-2014 22.4 42.9 0.0 0.0 Sunny 29.6 41.3 0.0 0.0 Sunny 25.4 44.9 0.0 0.0 Sunny 24.9 38.9 0.0 0.0 Sunny
17-Apr-2014 20.7 43.1 0.0 0.0 Sunny 29.8 41.8 0.0 0.0 Sunny 25.3 42.8 0.0 0.0 Sunny 25.8 39.0 0.0 0.0 Sunny
18-Apr-2014 21.8 42.5 0.0 0.0 Sunny 29.6 42.0 0.0 0.0 Sunny 25.8 41.5 0.0 0.0 Sunny 25.1 37.2 0.0 0.0 Sunny
19-Apr-2014 20.3 41.2 0.0 0.0 Sunny 28.9 41.6 0.0 0.0 Sunny 26.1 42.2 0.0 0.0 Sunny 26.1 37.3 0.0 0.0 Sunny
20-Apr-2014 21.6 42.3 0.0 0.0 Sunny 28.1 41.9 5.0 5.0 Cloudy 21.8 43.9 0.0 0.0 Sunny 25.9 36.9 0.0 0.0 Sunny
21-Apr-2014 20.8 41.2 2.0 2.0 Cloudy 27.6 41.2 0.0 5.0 Sunny 25.2 43.1 0.0 0.0 Sunny 23.0 37.2 0.0 0.0 Sunny
22-Apr-2014 20.9 42.7 0.0 2.0 Sunny 27.4 41.8 0.0 5.0 Sunny 24.1 44.6 0.0 0.0 Sunny 22.9 38.0 0.0 0.0 Sunny
23-Apr-2014 21.5 42.3 0.0 2.0 Sunny 27.8 42.4 0.0 5.0 Sunny 23.8 45.1 0.0 0.0 Sunny 22.6 39.8 0.0 0.0 Sunny
24-Apr-2014 21.8 42.8 0.0 2.0 Sunny 28.3 42.6 0.0 5.0 Sunny 25.9 45.9 0.0 0.0 Sunny 22.3 39.9 0.0 0.0 Sunny
25-Apr-2014 21.9 43.0 0.0 2.0 Sunny 28.9 42.9 0.0 5.0 Sunny 24.6 44.4 0.0 0.0 Sunny 23.1 39.5 0.0 0.0 Sunny
26-Apr-2014 21.7 42.9 0.0 2.0 Sunny 30.2 43.4 0.0 5.0 Sunny 25.5 45.5 0.0 0.0 Sunny 23.5 40.0 0.0 0.0 Sunny
27-Apr-2014 21.6 43.8 0.0 2.0 Sunny 30.4 43.6 0.0 5.0 Sunny 27.0 45.1 0.0 0.0 Sunny 23.1 40.2 0.0 0.0 Sunny
28-Apr-2014 22.3 44.6 0.0 2.0 Sunny 30.2 43.8 0.0 5.0 Sunny 26.4 44.3 0.0 0.0 Sunny 26.0 41.5 0.0 0.0 Sunny
29-Apr-2014 22.0 44.3 0.0 2.0 Sunny 30.6 43.5 0.0 5.0 Sunny 26.2 44.1 0.0 0.0 Sunny 26.5 41.1 0.0 0.0 Sunny
30-Apr-2014 22.1 43.9 0.0 2.0 Sunny 30.1 43.2 0.0 5.0 Sunny 25.4 46.1 0.0 0.0 Sunny 26.3 41.4 0.0 0.0 Sunny
NATIONAL HIGHWAYS AUTHORITY OF INDIA
Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
WEATHER REPORT MONTH APRIL 2014
Date
@ Km. 11+000 (LHS), Vinzol @ 52+500 (LHS), Shilod Village 56+000 (RHS), Pij Chaukadi @ 88+000 (LHS), Vasad
Monthly Progress Report April-2014 Appendix-B
From To MCW SR. MCW SR. MCW SR. MCW SR. MCW SR. MCW SR.
1 Excavation 6.400 108.700 102.300 52.354 102.300 52.354 48.100 38.600 65.400 28.100 54.20 13.75 36.90 24.25 58%
2Emb Layer in Progress
6.400 108.700 102.300 52.354 102.300 52.354 52.300 40.100 75.300 32.400 50.00 12.25 27.00 19.95 65%
3 Emb Top 6.400 108.700 102.300 52.354 102.300 52.354 36.500 34.800 61.100 27.900 65.80 17.55 41.20 24.45 52%4 SG-I 6.400 108.700 102.300 52.354 102.300 52.354 32.100 33.400 54.400 26.900 70.20 18.95 47.90 25.45 47%5 SG-II 6.400 108.700 102.300 52.354 102.300 52.354 31.500 33.100 53.500 25.300 70.80 19.25 48.80 27.05 46%6 SG-Top 6.400 108.700 102.300 52.354 102.300 52.354 30.000 32.500 50.500 23.700 72.30 19.85 51.80 28.65 44%7 GSB 6.400 108.700 102.300 52.354 102.300 52.354 27.900 28.300 46.500 21.800 74.40 24.05 55.80 30.55 40%8 WMM-I 6.400 108.700 102.300 52.354 102.300 52.354 22.400 26.200 41.100 20.400 79.90 26.15 61.20 31.95 36%9 WMM-II 6.400 108.700 102.300 52.354 102.300 52.354 21.200 26.000 39.200 19.500 81.10 26.35 63.10 32.85 34%
10 Kerb 6.400 108.700 102.300 52.354 102.300 52.354 9.000 - 16.900 - 93.30 52.35 85.40 52.35 8%11 DBM-I 6.400 108.700 102.300 52.354 102.300 52.354 20.300 24.700 35.500 17.200 82.00 27.65 66.80 35.15 32%12 DBM-II 6.400 108.700 102.300 52.354 102.300 52.354 16.700 24.700 18.900 17.200 85.60 27.65 83.40 35.15 25%13 BC 6.400 108.700 102.300 52.354 102.300 52.354 - - - - 102.30 52.35 102.30 52.35 0%14 Thermoplastic 6.400 108.700 102.300 52.354 102.300 52.354 - - - - 102.30 52.35 102.30 52.35 0%
Note :- The Progress shown is only for the works executed and tests have been completed at site.
Percentage Achieved %
RemarksLHS RHS LHS RHS LHS RHS
Linear Progress of NH-8 as per DPR from Ch-6+400 to 108+700
Sr. No.
Item DescriptionChainage
Total Length Completed Length upto April-2014 Balance Length
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
Emb Top 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 100 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 100 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 100 100 100 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
GSB 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
SG-Top 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
SG-II 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
SG-I 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
Emb Top 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
Emb Layer 0 0 0 0 0 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0
Median
6.40
0
6.50
06.
600
6.70
06.
800
6.90
07.
000
7.10
07.
200
7.30
07.
380
7.40
07.
500
7.60
07.
700
7.80
07.
900
8.00
08.
100
8.20
08.
250
8.30
08.
400
8.50
08.
600
8.70
08.
800
8.90
09.
000
9.10
09.
200
9.30
09.
400
9.50
09.
600
9.70
09.
800
9.90
010
.000
10.1
0010
.200
10.3
0010
.400
10.5
0010
.600
10.7
0010
.800
10.9
0011
.000
11.1
0011
.200
11.3
0011
.320
11.4
0011
.500
11.6
0011
.700
11.8
0011
.900
12.0
0012
.100
12.2
0012
.245
12.3
0012
.400
12.5
0012
.600
12.7
0012
.800
12.9
0013
.000
13.1
0013
.200
13.3
0013
.400
13.5
0013
.600
13.7
0013
.800
13.9
0014
.000
14.1
0014
.200
14.3
0014
.400
14.5
0014
.600
14.7
0014
.800
14.9
0015
.000
15.1
0015
.200
15.3
0015
.400
15.5
0015
.600
15.7
0015
.800
15.8
3015
.900
16.0
0016
.100
16.2
0016
.300
16.4
00
Excavation 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
Emb Top 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 100 100 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 100 100 100 100 100 0 100 100 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 100 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PROGRESS STRIP CHART OF AHMEDABAD TO VADODARA OF NH 8 FROM KM. 6.400 TO KM. 108.700 IN THE STATE OF GUJRAT
LHS
SR.
LHS
MC
WR
HS
MC
WR
HS
SR.
Flyo
ver a
t Ch-
6+40
0
Flyo
ver a
t Ch-
7+38
0
PUP
at C
h-8+
250
Flyo
ver a
t Ch-
11+3
20
MN
B a
t Ch-
12+2
45
Flyo
ver a
t Ch-
6+40
0
PUP
at C
h-15
+830
Flyo
ver a
t Ch-
7+38
0
PUP
at C
h-8+
250
Flyo
ver a
t Ch-
11+3
20
MN
B a
t Ch-
12+2
45
PUP
at C
h-15
+830
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0
SG-II 0 0 0 0 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0
SG-I 0 0 0 0 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0
Emb Top 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0
Emb Layer 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0
SG-Top 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0
SG-II 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0
SG-I 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0
Emb Top 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0
Emb Layer 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 0
Kerb 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0
Median
16.5
00
16.6
0016
.700
16.8
0016
.900
17.0
0017
.100
17.2
0017
.300
17.4
0017
.500
17.6
0017
.700
17.8
0017
.900
18.0
0018
.100
18.2
0018
.300
18.4
0018
.500
18.6
0018
.700
18.8
0018
.900
19.0
0019
.100
19.2
0019
.300
19.4
0019
.500
19.6
0019
.700
19.8
0019
.900
20.0
0020
.100
20.2
0020
.300
20.4
0020
.500
20.6
0020
.700
20.8
0020
.900
21.0
0021
.100
21.2
0021
.300
21.4
0021
.500
21.6
0021
.700
21.8
0021
.900
22.0
0022
.100
22.2
0022
.300
22.4
0022
.415
22.5
0022
.600
22.7
0022
.760
22.8
0022
.900
23.0
0023
.100
23.2
0023
.300
23.4
0023
.500
23.5
6023
.600
23.7
0023
.800
23.9
0024
.000
24.1
0024
.200
24.3
0024
.400
24.5
0024
.600
24.7
0024
.800
24.9
0025
.000
25.1
0025
.200
25.3
0025
.400
25.5
0025
.600
25.7
0025
.800
25.8
4025
.900
26.0
0026
.100
26.1
8026
.200
26.3
0026
.400
26.5
00
Excavation 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-I 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-II 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-Top 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
GSB 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
WMM-I 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
WMM-II 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
DBM-I 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 0 0 100 100 100 100 100 100 100
DBM-II 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 0 0 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100
Emb Top 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100
SG-I 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100
SG-II 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0
SG-Top 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0
GSB 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0
WMM-I 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0
WMM-II 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PUP
at C
h-26
+180
PUP
at C
h-26
+180
LHS
SR.
LHS
MC
WR
HS
MC
WR
HS
SR.
VUP
at C
h-19
+600
MN
B a
t Ch-
22+4
15
MN
B a
t Ch-
22+7
60
PUP
at C
h-23
+400
MN
B a
t Ch-
23+5
60
MN
B a
t Ch-
25+8
40
VUP
at C
h-19
+600
MN
B a
t Ch-
22+4
15
MN
B a
t Ch-
22+7
60
PUP
at C
h-23
+400
MN
B a
t Ch-
23+5
60
MN
B a
t Ch-
25+8
40
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Emb Layer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Median
26.6
00
26.7
0026
.800
26.9
0027
.000
27.1
0027
.200
27.3
0027
.400
27.5
0027
.600
27.7
0027
.800
27.9
0028
.000
28.1
0028
.200
28.3
0028
.400
28.5
0028
.600
28.7
0028
.800
28.9
0029
.000
29.1
0029
.200
29.3
0029
.400
29.5
0029
.600
29.7
0029
.800
29.9
0029
.910
30.0
0030
.100
30.2
0030
.300
30.4
0030
.500
30.6
0030
.610
30.7
0030
.800
30.9
0031
.000
31.1
0031
.200
31.3
0031
.400
31.5
0031
.600
31.7
0031
.800
31.9
0032
.000
32.1
0032
.200
32.3
0032
.400
32.5
0032
.600
32.7
0032
.800
32.9
0033
.000
33.1
0033
.200
33.3
0033
.400
33.5
0033
.600
33.7
0033
.800
33.9
0034
.000
34.0
2034
.100
34.2
0034
.300
34.4
0034
.500
34.6
0034
.700
34.8
0034
.900
35.0
0035
.100
35.2
0035
.300
35.4
0035
.500
35.6
0035
.700
35.8
0035
.900
36.0
0036
.100
36.2
0036
.300
36.4
0036
.420
36.5
0036
.600
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 100
SG-I 100 0 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 100 0 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 100 0 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 0 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100 100
Emb Top 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100 100
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
MJB
at C
h-35
+000
VUP
at C
h-36
+420
PUP
at C
h-27
+800
PUP
at C
h-29
+910
MJB
at C
h-30
+610
Flyo
ver a
t Ch-
34+0
20
PUP
at C
h-27
+800
PUP
at C
h-29
+910
MJB
at C
h-30
+610
Flyo
ver a
t Ch-
34+0
20
MJB
at C
h-35
+000
RH
S M
CW
LHS
SR.
LHS
MC
WR
HS
SR.
VUP
at C
h-36
+420
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
Emb Top 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
Emb Layer 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 100 100 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100
Emb Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Median
36.7
00
36.8
0036
.900
37.0
0037
.100
37.2
0037
.300
37.4
0037
.500
37.6
0037
.700
37.8
0037
.900
38.0
0038
.100
38.2
0038
.300
38.4
0038
.500
38.6
0038
.700
38.8
0038
.900
39.0
0039
.100
39.2
0039
.300
39.4
0039
.500
39.6
0039
.700
39.8
0039
.900
40.0
0040
.100
40.2
0040
.300
40.4
0040
.500
40.6
0040
.700
40.8
0040
.900
41.0
0041
.100
41.2
0041
.300
41.4
0041
.500
41.6
0041
.700
41.8
0041
.900
42.0
0042
.100
42.2
0042
.300
42.4
0042
.500
42.6
0042
.700
42.8
0042
.900
43.0
0043
.100
43.2
0043
.300
43.4
0043
.500
43.6
0043
.700
43.8
0043
.900
44.0
0044
.100
44.2
0044
.300
44.4
0044
.500
44.6
0044
.700
44.8
0044
.900
45.0
0045
.100
45.2
0045
.300
45.3
2045
.400
45.5
0045
.600
45.7
0045
.800
45.9
0046
.000
46.1
0046
.200
46.3
0046
.400
46.5
0046
.600
46.7
00
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-Top 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100
GSB 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
WMM-I 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
WMM-II 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
DBM-I 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Emb Top 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-I 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-II 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-Top 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
GSB 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
WMM-I 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
WMM-II 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
DBM 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LHS
SR.
LHS
MC
WR
HS
MC
WR
HS
SR.
Flyo
ver a
t Ch-
42+6
00
VUP
at C
h-45
+320
Flyo
ver a
t Ch-
42+6
00
VUP
at C
h-45
+320
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
WMM-II 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
WMM-I 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
GSB 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
SG-Top 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
SG-II 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
SG-I 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
Emb Top 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 0 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 0 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
SG-Top 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
SG-II 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
SG-I 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
Emb Top 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Median
46.8
00
46.9
0046
.960
47.0
0047
.100
47.2
0047
.300
47.4
0047
.500
47.6
0047
.700
47.8
0047
.900
47.9
1048
.000
48.1
0048
.200
48.3
0048
.400
48.5
0048
.600
48.7
0048
.800
48.9
0049
.000
49.0
5049
.100
49.2
0049
.300
49.4
0049
.500
49.6
0049
.700
49.8
0049
.900
50.0
0050
.100
50.2
0050
.300
50.4
0050
.500
50.6
0050
.610
50.7
0050
.800
50.9
0051
.000
51.1
0051
.200
51.3
0051
.400
51.5
0051
.600
51.7
0051
.800
51.9
0052
.000
52.1
0052
.200
52.3
0052
.400
52.5
0052
.600
52.7
0052
.800
52.9
0053
.000
53.1
0053
.200
53.3
0053
.320
53.4
0053
.500
53.6
0053
.700
53.8
0053
.900
53.9
3054
.000
54.1
0054
.200
54.3
0054
.400
54.5
0054
.600
54.7
0054
.800
54.8
6554
.900
55.0
0055
.100
55.2
0055
.300
55.4
0055
.500
55.6
0055
.700
55.8
0055
.900
56.0
0056
.100
56.2
0056
.300
56.4
0056
.500
56.6
0056
.700
56.8
0056
.800
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100
SG-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100
SG-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100
SG-Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100
GSB 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100
WMM-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100
WMM-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100
DBM-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100
DBM-II 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 100 100 100 100
Emb Top 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0
SG-I 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0
SG-II 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VUP
at C
h-55
+600
VUP
at C
h-55
+600
LHS
SR.
LHS
MC
WR
HS
MC
WR
HS
SR.
VUP
at C
h-46
+960
MN
B a
t Ch-
47+9
10
VUP
at C
h-49
+050
MN
B a
t Ch-
50+6
10
Flyo
ver a
t Ch-
52+7
00
MN
B a
t Ch-
53+3
20
MN
B a
t Ch-
53+9
30
MN
B a
t Ch-
54+1
00
RO
B a
t Ch-
54+8
65
VUP
at C
h-46
+960
MN
B a
t Ch-
47+9
10
VUP
at C
h-49
+050
MN
B a
t Ch-
50+6
10
Flyo
ver a
t Ch-
52+7
00
MN
B a
t Ch-
53+3
20
MN
B a
t Ch-
53+9
30
MN
B a
t Ch-
54+1
00
RO
B a
t Ch-
54+8
65
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
WMM-II 0 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
WMM-I 0 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
GSB 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
SG-Top 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
SG-II 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
SG-I 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
Emb Top 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Median
56.9
00
57.0
0057
.100
57.2
0057
.300
57.4
0057
.500
57.6
0057
.700
57.8
0057
.900
58.0
0058
.100
58.2
0058
.300
58.4
0058
.500
58.6
0058
.700
58.7
1058
.800
58.9
0059
.000
59.1
0059
.200
59.3
0059
.364
59.4
0059
.500
59.6
0059
.700
59.8
0059
.900
60.0
0060
.100
60.2
0060
.300
60.4
0060
.500
60.6
0060
.700
60.8
0060
.900
61.0
0061
.100
61.2
0061
.300
61.4
0061
.500
61.6
0061
.700
61.8
0061
.900
61.9
6062
.000
62.1
0062
.200
62.3
0062
.400
62.5
0062
.600
62.7
0062
.800
62.9
0063
.000
63.1
0063
.200
63.3
0063
.400
63.5
0063
.600
63.7
0063
.800
63.9
0064
.000
64.1
0064
.200
64.3
0064
.400
64.5
0064
.600
64.7
0064
.800
64.9
0065
.000
65.1
0065
.200
65.3
0065
.400
65.5
0054
.100
65.6
0065
.700
65.8
0065
.900
66.0
0066
.100
66.2
0066
.300
66.4
0066
.500
66.6
0066
.700
66.8
0066
.900
Excavation 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 0 100 100 100 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100
Emb Top 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
Emb Top 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
SG-I 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
SG-II 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Flyo
ver a
t Ch-
58+7
10
MN
B a
t Ch-
59+3
64
PUP
at C
h-61
+960
VUP
at C
h-63
+300
RO
B a
t Ch-
65+5
45
Flyo
ver a
t Ch-
58+7
10
MN
B a
t Ch-
59+3
64
PUP
at C
h-61
+960
VUP
at C
h-63
+300
RO
B a
t Ch-
65+5
45
RH
S M
CW
LHS
SR.
LHS
MC
WR
HS
SR.
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0
WMM-II 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0
WMM-I 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0
GSB 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0
SG-Top 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0
SG-II 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 100 100 100 100 0 0
SG-I 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 100 100 100 100 0 0
Emb Top 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 100 100 100 100 0 0
Emb Layer 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
Emb Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
Emb Layer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Median
66.9
40
67.0
0067
.100
67.2
0067
.300
67.4
0067
.500
67.6
0067
.700
67.8
0067
.900
68.0
0068
.100
68.2
0068
.300
68.4
0068
.500
68.5
4268
.600
68.7
0068
.800
68.9
0069
.000
69.1
0069
.140
69.2
0069
.300
69.4
0069
.500
69.6
0069
.700
69.8
0069
.900
70.0
0070
.100
70.2
0070
.300
70.4
0070
.500
70.6
0070
.700
70.8
0070
.900
71.0
0071
.100
71.2
0071
.242
71.3
0071
.400
71.5
0071
.600
71.7
0071
.800
71.9
0072
.000
72.0
8072
.100
72.2
0072
.300
72.4
0072
.500
72.6
0072
.675
72.7
0072
.800
72.9
0073
.000
73.1
0073
.200
73.3
0073
.400
73.5
0073
.600
73.7
0073
.800
73.9
0074
.000
74.1
0074
.200
74.3
0074
.370
74.4
0074
.500
74.6
0074
.700
74.8
0074
.900
75.0
0075
.100
75.2
0075
.300
75.4
0054
.100
75.5
0075
.600
75.7
0075
.800
75.9
0076
.000
76.1
0076
.200
76.3
0076
.400
76.5
0076
.600
76.7
0076
.800
76.9
0077
.000
Excavation 0 0 0 0 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 0 0 0 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 0 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-I 0 0 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-II 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
SG-Top 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
GSB 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100
WMM-I 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0
WMM-II 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0
DBM-I 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
Emb Top 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
SG-I 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
SG-II 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
SG-Top 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0
GSB 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0
WMM-I 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0
WMM-II 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0
DBM 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
MN
B a
t Ch-
72+6
75
Flyo
ver a
t Ch-
74+3
70
RO
B a
t Ch-
75+4
25
Flyo
ver a
t Ch-
66+9
40
MN
B a
t Ch-
68+5
42
PUP
at C
h-69
+140
MN
B a
t Ch-
71+2
42
PUP
at C
h-72
+080
Flyo
ver a
t Ch-
66+9
40
MN
B a
t Ch-
68+5
42
PUP
at C
h-69
+140
MN
B a
t Ch-
71+2
42
PUP
at C
h-72
+080
MN
B a
t Ch-
72+6
75
Flyo
ver a
t Ch-
74+3
70
RO
B a
t Ch-
75+4
25
LHS
SR.
LHS
MC
WR
HS
MC
WR
HS
SR.
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100
WMM-II 0 0 0 0 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100
WMM-I 0 0 0 0 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100
GSB 0 0 0 0 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100
SG-Top 0 100 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100
SG-II 0 100 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100
SG-I 0 100 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100
Emb Top 0 100 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100
Emb Layer 0 100 0 100 100 100 0 100 100 100 100 100 0 100 100 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 0 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0
Emb Layer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100
Median
77.1
00
77.2
0077
.227
77.3
0077
.400
77.5
0077
.540
77.6
0077
.700
77.8
0077
.900
78.0
0078
.100
78.2
0078
.300
78.4
0078
.500
78.6
0078
.700
78.8
0078
.900
79.0
0079
.100
79.2
0079
.300
79.4
0079
.500
79.6
0079
.700
79.8
0079
.900
80.0
0080
.100
80.2
0080
.300
80.4
0080
.500
80.6
0080
.685
80.7
0080
.800
80.9
0081
.000
81.1
0081
.200
81.3
0081
.400
81.5
0081
.600
81.7
0081
.800
81.9
0082
.000
82.1
0082
.200
82.3
0082
.390
82.4
0082
.500
82.6
0082
.700
82.8
0082
.900
83.0
0083
.100
83.2
0083
.300
83.4
0083
.404
83.5
0083
.600
83.7
0083
.800
83.9
0084
.000
84.1
0084
.200
84.3
0084
.400
84.5
0084
.600
84.7
0084
.800
84.9
0085
.000
85.1
0085
.200
85.3
0085
.400
85.5
0085
.600
85.7
0085
.800
85.9
0086
.000
86.1
0086
.200
86.3
0086
.400
86.5
0086
.600
86.7
0086
.800
86.9
0087
.000
87.0
4087
.100
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 0 0 0 0 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 0 100 0 0 100 100 100 100 0 0 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 0 0 100 100 0 100 100 100 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 100 0 0 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 100 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 100 100 0 100 0 0 100 100 100 100 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0
SG-I 100 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0
GSB 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 0 0 100 100 0 100 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PUP
at C
h-87
+040
MN
B a
t Ch-
77+2
27
Flyo
ver a
t Ch-
77+5
40
MN
B a
t Ch-
80+6
85
MN
B a
t Ch-
83+4
04
PUP
at C
h-87
+040
MN
B a
t Ch-
77+2
27
Flyo
ver a
t Ch-
77+5
40
MN
B a
t Ch-
80+6
85
MN
B a
t Ch-
83+4
04
VUP
at C
h-82
+390
VUP
at C
h-82
+390
LHS
SR.
LHS
MC
WR
HS
MC
WR
HS
SR.
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0
WMM-II 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0
WMM-I 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0
GSB 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0
SG-Top 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 100
SG-II 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 100
SG-I 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 100
Emb Top 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 100
Emb Layer 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 0 0 0 0 0 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Emb Top 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Emb Layer 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100
Median
87.2
00
87.3
0087
.400
87.5
0087
.600
87.7
0087
.800
87.9
0088
.000
88.1
0088
.200
88.3
0088
.400
88.5
0088
.600
88.7
0088
.800
88.9
0089
.000
89.1
0089
.200
89.3
0089
.362
89.4
0089
.500
89.6
0089
.690
89.7
0089
.800
89.9
0090
.000
90.1
0090
.200
90.3
0090
.400
90.5
0090
.600
90.7
0090
.740
90.8
0090
.900
91.0
0091
.100
91.2
0091
.300
91.4
0091
.500
91.6
0091
.700
91.8
0091
.900
92.0
0092
.100
92.2
0092
.300
92.4
0092
.500
92.6
0092
.700
92.8
0092
.900
93.0
0093
.100
93.2
0093
.300
93.4
0093
.500
93.5
4293
.600
93.7
0093
.800
93.9
0094
.000
94.1
0094
.200
94.3
0094
.400
94.5
0094
.600
94.7
0094
.800
94.9
0095
.000
95.1
0095
.200
95.3
0095
.400
95.5
0095
.600
95.7
0095
.800
95.8
3095
.900
96.0
0096
.100
96.2
0096
.300
96.4
0096
.500
96.6
0096
.700
96.8
0096
.900
97.0
0097
.100
97.2
00
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-I 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-II 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-Top 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
GSB 0 0 100 100 100 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
WMM-I 0 0 100 100 100 0 0 0 0 100 100 100 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
WMM-II 0 0 100 100 0 0 0 0 0 100 100 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
DBM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
DBM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Emb Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
SG-Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
MN
B a
t Ch-
89+3
62
PUP
at C
h-89
+690
Flyo
ver a
t Ch-
90+7
40
MJB
at C
h-93
+542
VUP
at C
h-95
+830
MN
B a
t Ch-
89+3
62
PUP
at C
h-89
+690
Flyo
ver a
t Ch-
90+7
40
MJB
at C
h-93
+542
VUP
at C
h-95
+830
RH
S M
CW
LHS
SR.
LHS
MC
WR
HS
SR.
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 100 0 100 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 100 0 100 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 0 0 0 0 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 100 0 100 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 100 0 100 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-II 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 100 0 100 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-I 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 0 100 100 0 100 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Emb Top 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 100 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Emb Layer 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 100 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 0 0 0 100 100 0 0 0 0 0 0 100 0 0 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 0 100 100 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 100 100 0 100 0 0 100 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 0 0 0 100 100 0 0 0 0 0 0 100 0 0 0 0 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 0 0 100 100 100 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Median
97.3
00
97.4
0097
.500
97.5
8097
.600
35.0
0097
.700
97.8
0097
.900
98.0
0098
.100
98.2
0098
.300
98.4
0098
.500
98.6
0098
.700
98.8
0098
.900
99.0
0099
.100
99.2
0099
.300
99.4
0099
.500
99.5
8099
.600
99.7
0099
.800
99.9
0010
0.00
010
0.10
010
0.20
010
0.30
010
0.40
010
0.50
010
0.60
010
0.70
010
0.80
010
0.90
010
1.00
010
1.10
010
1.20
010
1.30
010
1.40
010
1.50
010
1.60
010
1.70
010
1.80
010
1.90
010
2.00
010
2.10
010
2.20
010
2.30
010
2.40
010
2.50
010
2.54
010
2.60
010
2.70
010
2.80
010
2.90
010
3.00
010
3.10
010
3.20
010
3.30
010
3.40
010
3.50
010
3.58
010
3.60
010
3.70
010
3.80
010
3.90
010
4.00
010
4.10
010
4.20
010
4.30
010
4.40
010
4.50
010
4.60
010
4.70
010
4.80
010
4.90
010
5.00
010
5.10
010
5.20
010
5.30
010
5.40
010
5.49
010
5.50
010
5.60
010
5.70
010
5.80
010
5.90
010
6.00
010
6.05
010
6.10
010
6.20
010
6.30
010
6.40
010
6.47
510
6.50
010
6.60
010
6.70
010
6.80
010
6.90
010
6.98
010
7.00
010
7.10
010
7.20
010
7.30
0
Excavation 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 100 100 100 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 100 100 100 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 0 100 0 0 100 100 100 0 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Emb Top 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-I 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-II 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
SG-Top 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
GSB 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 0 0 0 0 0 100 0 100 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 100 0 100 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 100 0 100 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 100 100 100 0 100 0 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Flyo
ver a
t Ch-
105+
490
MN
B a
t Ch-
106+
050
RO
B a
t Ch-
106+
475
MN
B a
t Ch-
106+
980
PUP
at C
h-97
+580
MJB
at C
h-97
+688
PUP
at C
h-99
+580
Flyo
ver a
t Ch-
102+
540
PUP
at C
h-10
3+58
0
PUP
at C
h-97
+580
MJB
at C
h-97
+688
PUP
at C
h-99
+580
Flyo
ver a
t Ch-
102+
540
PUP
at C
h-10
3+58
0
Flyo
ver a
t Ch-
105+
490
MN
B a
t Ch-
106+
050
RO
B a
t Ch-
106+
475
MN
B a
t Ch-
106+
980
LHS
SR.
LHS
MC
WR
HS
MC
WR
HS
SR.
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
WMM-II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
WMM-I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
GSB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
SG-Top 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
SG-II 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
SG-I 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
Emb Top 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 100 0 100 100 100 100 100 100 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Median
107.
400
107.
500
107.
600
107.
700
107.
800
107.
900
108.
000
108.
100
108.
200
108.
300
108.
400
108.
500
108.
600
108.
700
108.
800
108.
860
108.
900
109.
000
109.
100
109.
200
109.
300
109.
400
109.
490
109.
500
109.
600
109.
700
109.
800
109.
900
110.
000
110.
100
Excavation 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SG-Top 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GSB 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WMM-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-I 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DBM-II 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Excavation 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
Kerb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Emb Layer 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
Emb Top 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
SG-I 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
SG-II 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
SG-Top 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
GSB 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
WMM-I 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
WMM-II 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
DBM 100 100 100 100 100 100 100 100 0 0 0 0 0 0 0 0 0 100 100 100 100 0 100 100 100 100 100 100 0
BC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Flyo
ver a
t Ch-
108+
860
Flyo
ver a
t Ch-
109+
490
Flyo
ver a
t Ch-
108+
860
Flyo
ver a
t Ch-
109+
490
LHS
MC
WR
HS
MC
WR
HS
SR.
LHS
SR.
Note: The progress reported above is only for the works executed and tests completed at site
Monthly Progress Report -April-2014 Appendix-B
Thermoplastic (Sh.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Center) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (M.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
BC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
DBM including PCC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Kerb 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Median
0.00
0
0.20
0
0.40
0
0.60
0
0.80
0
1.00
0
1.20
0
1.40
0
1.60
0
1.80
0
2.00
0
2.20
0
2.40
0
2.60
0
2.80
0
3.00
0
3.20
0
3.40
0
3.60
0
3.80
0
4.00
0
4.20
0
4.40
0
4.60
0
4.80
0
5.00
0
5.20
0
5.40
0
5.60
0
5.80
0
6.00
0
6.20
0
6.40
0
6.60
0
6.80
0
7.00
0
7.20
0
7.40
0
7.60
0
7.80
0
8.00
0
8.20
0
8.40
0
8.60
0
8.80
0
9.00
0
9.20
0
9.40
0
9.60
0
9.80
0
10.0
00
10.2
00
10.4
00
10.6
00
10.8
00
11.0
00
11.2
00
11.4
00
11.6
00
11.8
00
12.0
00
12.2
00
12.4
00
12.6
00
12.8
00
13.0
00
13.2
00
13.4
00
13.6
00
13.8
00
14.0
00
14.2
00
14.4
00
14.6
00
14.8
00
15.0
00
15.2
00
15.4
00
15.6
00
15.8
00
16.0
00
16.2
00
16.4
00
16.6
00
16.8
00
17.0
00
17.2
00
17.4
00
17.6
00
17.8
00
18.0
00
18.2
00
18.4
00
18.6
00
18.8
00
19.0
00
19.2
00
19.4
00
19.6
00
19.8
00
20.0
00
Kerb 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
DBM including PCC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
BC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (M.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Center) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Sh.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Sh.Side) 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic (Center) 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic (M.Side) 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BC 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0
DBM including PCC 200 200 200 200 200 200 200 200 200 200 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 200 200 200 200 200 200 200
Kerb 200 200 200 200 200 200 200 200 200 200 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0
Median
20.2
00
20.4
00
20.6
00
20.8
00
21.0
00
21.2
00
21.4
00
21.6
00
21.8
00
22.0
00
22.2
00
22.4
00
22.6
00
22.8
00
23.0
00
23.2
00
23.4
00
23.6
00
23.8
00
24.0
00
24.2
00
24.4
00
24.6
00
24.8
00
25.0
00
25.2
00
25.4
00
25.6
00
25.8
00
26.0
00
26.2
00
26.4
00
26.6
00
26.8
00
27.0
00
27.2
00
27.4
00
27.6
00
27.8
00
28.0
00
28.2
00
28.4
00
28.6
00
28.8
00
29.0
00
29.2
00
29.4
00
29.6
00
29.8
00
30.0
00
30.2
00
30.4
00
30.6
00
30.8
00
31.0
00
31.2
00
31.4
00
31.6
00
31.8
00
32.0
00
32.2
00
32.4
00
32.6
00
32.8
00
33.0
00
33.2
00
33.4
00
33.6
00
33.8
00
34.0
00
34.2
00
34.4
00
34.6
00
34.8
00
35.0
00
35.2
00
35.4
00
35.6
00
35.8
00
36.0
00
36.2
00
36.4
00
36.6
00
36.8
00
37.0
00
37.2
00
37.4
00
37.6
00
37.8
00
38.0
00
38.2
00
38.4
00
38.6
00
38.8
00
39.0
00
39.2
00
39.4
00
39.6
00
39.8
00
40.0
00
Kerb 200 200 200 200 200 200 200 200 200 200 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0
DBM including PCC 200 200 200 200 200 200 200 200 200 200 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0
BC 200 200 200 200 200 200 200 200 200 200 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic (M.Side) 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic (Center) 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic (Sh.Side) 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thermoplastic (Sh.Side) 0 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Center) 0 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (M.Side) 0 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
BC 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
DBM including PCC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Kerb 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Median
40.2
00
40.4
00
40.6
00
40.8
00
41.0
00
41.2
00
41.4
00
41.6
00
41.8
00
42.0
00
42.2
00
42.4
00
42.6
00
42.8
00
43.0
00
43.2
00
43.4
00
43.6
00
43.8
00
44.0
00
44.2
00
44.4
00
44.6
00
44.8
00
45.0
00
45.2
00
45.4
00
45.6
00
45.8
00
46.0
00
46.2
00
46.4
00
46.6
00
46.8
00
47.0
00
47.2
00
47.4
00
47.6
00
47.8
00
48.0
00
48.2
00
48.4
00
48.6
00
48.8
00
49.0
00
49.2
00
49.4
00
49.6
00
49.8
00
50.0
00
50.2
00
50.4
00
50.6
00
50.8
00
51.0
00
51.2
00
51.4
00
51.6
00
51.8
00
52.0
00
52.2
00
52.4
00
52.6
00
52.8
00
53.0
00
53.2
00
53.4
00
53.6
00
53.8
00
54.0
00
54.2
00
54.4
00
54.6
00
54.8
00
55.0
00
55.2
00
55.4
00
55.6
00
55.8
00
56.0
00
56.2
00
56.4
00
56.6
00
56.8
00
57.0
00
57.2
00
57.4
00
57.6
00
57.8
00
58.0
00
58.2
00
58.4
00
58.6
00
58.8
00
59.0
00
59.2
00
59.4
00
59.6
00
59.8
00
60.0
00
Kerb 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
DBM including PCC 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
BC 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (M.Side) 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Center) 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Sh.Side) 0 0 0 0 0 0 0 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Sh.Side) 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Center) 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (M.Side) 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
BC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
DBM including PCC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Kerb 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Median
60.2
00
60.4
00
60.6
00
60.8
00
61.0
00
61.2
00
61.4
00
61.6
00
61.8
00
62.0
00
62.2
00
62.4
00
62.6
00
62.8
00
63.0
00
63.2
00
63.4
00
63.6
00
63.8
00
64.0
00
64.2
00
64.4
00
64.6
00
64.8
00
65.0
00
65.2
00
65.4
00
65.6
00
65.8
00
66.0
00
66.2
00
66.4
00
66.6
00
66.8
00
67.0
00
67.2
00
67.4
00
67.6
00
67.8
00
68.0
00
68.2
00
68.4
00
68.6
00
68.8
00
69.0
00
69.2
00
69.4
00
69.6
00
69.8
00
70.0
00
70.2
00
70.4
00
70.6
00
70.8
00
71.0
00
71.2
00
71.4
00
71.6
00
71.8
00
72.0
00
72.2
00
72.4
00
72.6
00
72.8
00
73.0
00
73.2
00
73.4
00
73.6
00
73.8
00
74.0
00
74.2
00
74.4
00
74.6
00
74.8
00
75.0
00
75.2
00
75.4
00
75.6
00
75.8
00
76.0
00
76.2
00
76.4
00
76.6
00
76.8
00
77.0
00
77.2
00
77.4
00
77.6
00
77.8
00
78.0
00
78.2
00
78.4
00
78.6
00
78.8
00
79.0
00
79.2
00
79.4
00
79.6
00
79.8
00
80.0
00
Kerb 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
DBM including PCC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
BC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (M.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Center) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Sh.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Thermoplastic (Sh.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0
Thermoplastic (Center) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0
Thermoplastic (M.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0
BC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
DBM including PCC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
Kerb 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
Median
80.2
00
80.4
00
80.6
00
80.8
00
81.0
00
81.2
00
81.4
00
81.6
00
81.8
00
82.0
00
82.2
00
82.4
00
82.6
00
82.8
00
83.0
00
83.2
00
83.4
00
83.6
00
83.8
00
84.0
00
84.2
00
84.4
00
84.6
00
84.8
00
85.0
00
85.2
00
85.4
00
85.6
00
85.8
00
86.0
00
86.2
00
86.4
00
86.6
00
86.8
00
87.0
00
87.2
00
87.4
00
87.6
00
87.8
00
88.0
00
88.2
00
88.4
00
88.6
00
88.8
00
89.0
00
89.2
00
89.4
00
89.6
00
89.8
00
90.0
00
90.2
00
90.4
00
90.6
00
90.8
00
91.0
00
91.2
00
91.4
00
91.6
00
91.8
00
92.0
00
92.2
00
92.4
00
92.6
00
92.8
00
93.0
00
93.2
00
93.4
00
93.6
00
93.8
00
94.0
00
Kerb 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
DBM including PCC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
BC 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
Thermoplastic (M.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
Thermoplastic (Center) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
Thermoplastic (Sh.Side) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0
RHS
5.0 PROGRESS STRIP CHART OF IMPROVEMENT OF EXISTING AHMEDABAD VADODARA EXPRESSWAY FROM KM. 0.000 TO KM. 93.302 IN THE STATE OF GUJRAT
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
LHS
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Sr. No. Structure Total in NosWork in progress/
CompletedRemarks
1 Major Bridge 4 4
2 Minor Bridge 20 18
1) MNBR @ 106+500: Accommodate in ROB Span - May not to be constructed2) MNBR @ 106+980 : Decision pending due to non approval of GAD of ROB @ 106+475
3 Flyover 15 12
Decision pending from IE/NHAI for 2 Nos. of Flyover i.e.1) Flyover @ 6+4002) Flyover @ 108+860
4 VUP 9 81) VUP @ 95+830 : Converted into Flyover due to existance of water pipe line.
5 PUP 14 10
For 4 nos of PUP's decision pending from IE/NHAI, due to modification in size/location.At 2 Nos. of PUP's works taken up but hold on account of relocation of underpass on local demand which is pending from IE/NHAI
6 CD Structures180 (As per CA)
21 (COS) 168
1) 15 Nos.: To be started at earliest.2) 1 Nos.: Irrigation Canal3) 5 Nos.: Not started due to under COS4) 3 Nos.: Land Acquisition problem5) 2 Nos.: Not tackled due to utility6) 3 Nos.: Hold on account of non finalization of ROB alignment. 7) 4 Nos. : Not found
8 ROB 4 1
1) ROB @ 65+545 & ROB @ 75+454:GAD approval pending with Railway/NHAI.2) ROB @ 106+475 : Approval of revised GAD is awaited.
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from m. 0.000 km. 93.302 in the state of Gujarat ( Length 93.302 km. ) under NHDP Phase – V on Design
Built Finance Operate Transfer (DBFOT)
STATUS OF STRUCTURES FOR NH-8
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures Proposed Flyovers
Existing DesignPlan & Profile
TotalCompleted
TotalCompleted
Total 8 2 2 2 2 8 4 1 2Completed 8 2 2 2
Total 2 2 2 2 2 4 1 2Completed 2 2 1
Total 2 2 2 2 2 8 2 2 2 2 24 12 3 2Completed 2 2 2 2 2 8 2 2 2 2 24 4 1 0
Total 2 2 2 2 2 8 2 2 2 2 24 12 3 2Completed 2 2 2 2 0 8 2 2 2 2 24 0 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 0 NA NA NA NA NA 0 0 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 1 0 NA NA NA NA NA 0 0 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 1 1 1 1 0 NA NA NA NA NA 0 0 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 0 NA NA NA NA NA 0 0 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 0 NA NA NA NA NA 8 4 1 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 0 NA NA NA NA NA 8 4 1 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 2 NA NA NA NA NA 8 4 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 0 NA NA NA NA NA 8 4 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 2 NA NA NA NA NA 8 4 1 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 0 NA NA NA NA NA 0 0 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 0 0 0 0 0 NA NA NA NA NA 0 0 0 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1Completed 2 2 2 2 2 NA NA NA NA NA 8 4 1 0
Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1
PILE
CA
P
Narol
Narol
Aslali
Hariyala
Radhavanj
Dabhan
RemarksPier
Su
bstr
uctu
re
Top
Slab
of B
ox
Type
Abu
tmen
t
PED
ESTA
L
GIR
DER
DEC
K SL
AB
CRA
SH
BARR
IER
Pier
Cap
1x35m
1x35m
LHS
RHS
LHS
RHS
Span Arrangement
1 x 60m + 4 x3x25m
1x26m
1x46m+ 2x20m
Location
1x35m
1x26m
1x35m
Sl. No
Nadiad
Kanjari
Anand
6+400 6+4001
7+3802
9
3
4
7
8
6
5
11+300 11+320
43+000 42+600
51+400 52+700
Ope
n Fo
unda
tion
for
abut
men
t57+200 58+710
65+950 66+940
73+100 74+370
34+000 34+020
PCC
1x35m
7+450
RHS
LHS
A1 Ahmedabad Side
A2 Vadodara Side
RHS
LHS
RHS
Side
Chainage
Status
PCC
belo
w P
ile
Cap
for
Pier
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
Abu
tmen
t Su
bstr
uctu
re
Dir
t W
all
PILE
Fo
unda
tion
for
Pier
6+400
7+389
11+313
34+002
42+579
52+700
58+686
66+879
74+322
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Existing DesignPlan & Profile PI
LE C
AP
RemarksPier
Su
bstr
uctu
re
Top
Slab
of B
ox
Type
Abu
tmen
t
PED
ESTA
L
GIR
DER
DEC
K SL
AB
CRA
SH
BARR
IER
Pier
CapSpan
ArrangementLocation
Sl. No O
pen
Foun
dati
on fo
r ab
utm
ent
PCC
Side
Chainage
Status
PCC
belo
w P
ile
Cap
for
Pier
Abu
tmen
t Su
bstr
uctu
re
Dir
t W
all
PILE
Fo
unda
tion
for
Pier
Completed 2 2 2 P 0 NA NA NA NA NA 0 0 0 0Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1
Completed 2 2 2 2 2 NA NA NA NA NA 4 0 0 0Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1
Completed 2 2 2 0 0 NA NA NA NA NA 0 0 0 0Total 2 2 2 2 2 NA NA NA NA NA 8 4 1 1
Completed 2 2 2 2 0 NA NA NA NA NA 8 4 1 0Total 2 2 2 2 2 8 2 2 2 2 24 12 3 3
Completed 2 2 2 2 0 4 1 1 1 1 0 0 0 0Total 2 2 2 2 2 8 2 2 2 2 24 12 3 3
Completed 2 2 2 2 0 7 1 1 1 1 0 0 0 0Total 2 2 2 2 2 8 2 2 2 1 24 12 3 3
Completed 2 0 0 0 0 0 0 0 0 0 0 0 0 0Total 2 2 2 2 2 8 2 2 2 2 24 12 3 3
Completed 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 2 2 2 2 2 4 1 1 1 1 16 8 2 2
Completed 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 2 2 2 2 2 4 1 1 1 1 16 8 2 2
Completed 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 2 2 2 2 2 4 1 1 1 1 16 8 2 2
Completed 2 2 2 2 0 4 1 1 1 1 16 8 2 0Total 2 2 2 2 2 4 1 1 1 1 16 8 2 2
Completed 2 2 2 2 0 4 1 1 1 1 8 4 0 0
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
Sama
Dumad
Vasad
Ranoli
Chhani
2x26m
1x26m
1x26m
1x46m+ 2x20m
3x35m
(25.00m) & (27.38m)
Chikodra10 76+500 77+540
108+350 109+49015
89+600 90+740
101+500 102+540
104+500 105+490
11
12
13
14 107+710 108+860
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
RHS
LHS77+483
90+700
102+555
105+514
108+800
109+470
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures New Major Bridge
Existing DesignPlan & Profile
Total 18 5 5 5 5 2 32 16 4 2
Completed 18 5 5 3 4 0 32 0 0 0
Total 22 5 5 5 5 2 40 20 4 2
Completed 22 5 5 5 5 0 40 20 1 0
Total 75 10 10 10 10 2 72 36 9 9
Completed 75 10 10 10 10 0 56 28 3 0
Total 87 11 11 11 11 2 100 50 10 10
Completed 87 11 11 11 11 0 90 45 4 0
Total 162 19 19 19 19 2 216 108 18 18
Completed 162 19 19 19 19 2 216 42 4 0
Total NA NA NA NA NA NA NA NA NA NA
Completed NA NA NA NA NA NA NA NA NA NA
Total 20 4 4 4 4 2 24 12 3 3
Completed 20 4 4 4 4 0 16 8 2 0
Total 20 4 4 4 4 2 24 12 3 3
Completed 20 4 4 4 4 0 8 4 0 0
Total 71 4 4 NA NA 2 30 15 3 3 NE-1
Completed 0 0 0 NA NA 0 0 0 0 0 NE-1
Total 71 4 4 NA NA 2 30 15 3 3 NE-1
Completed 44 2 2 NA NA 0 0 0 0 0 NE-1
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
2 LHS
3x20 2 RHS
1 38+230 38+230Shedhi River
3x20
Pile
Cap
30+800 30+610
Span Arrangement (m)
Meshow
Village
2x17.1+2x16.9 2
2x17.1+2x16.9
LHS
RHS
No. of Lanes
Chainage
Remark
Abu
tmen
t/Pi
er
Abu
tmen
t /P
ier
CAP
DIR
T W
ALL
PED
ESTA
L
GIR
DER
DEC
K SL
AB
CRA
SH
BARR
IER
Mahi
Mini Mahi
14.9 +32+14.9
97+7004 97+688
3
14.0+16.0x33.0 +14.0
92+400 93+542
14.0+16.0x33.0 +14.0
14.90+32.0+14.9
93+549
98+723
2
1
2
4
20.0+7 x 42.2+20.0
20.0+8 x 42.2+20.0
35+200 35+000 Vatrak
3
30+592
34+989
NE-1
2
Status
PCC
belo
w
PILE
CA
P
LHS
RHS
Side PILE
2
LHS
RHS
LHS
RHS-
4
Sl. No
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures Widening of Minor Bridge
Existing DesignPlan & Profile PC
C
Foun
dati
on
Bott
om
Hau
nch
Wal
l
Top
Slab
Cras
h Ba
rrie
r
PCC
Foun
dati
on
Bott
om
Hau
nch
Wal
l
Top
Slab
Cras
h Ba
rrie
r
TotalCompleted
Total 2 2Completed 2 2
Total 4 4 8 4 1 2 NA NA NA NA NA NACompleted 4 4 8 4 0 0
Total 4 4 8 4 1 2 NA NA NA NA NA NACompleted 4 4 8 4 1 2
Total 4 4 8 4 1 2 NA NA NA NA NA NACompleted 4 4 8 0 0 0
Total 4 4 8 4 1 2 NA NA NA NA NA NACompleted 4 4 8 0 0 0
Total 4 4 8 4 1 2 NA NA NA NA NA NACompleted 4 2 2 0 0 0
Total 4 4 8 4 1 2 NA NA NA NA NA NACompleted 2 2 2 0 0 0
Total 4 4 8 4 1 2Completed 4
Total 4 4 8 4 1 2Completed 4 4
Total 1 1 6 3 2 2 NA NA NA NA NA NACompleted 0 0 0 0 0 0 NA NA NA NA NA NA
Total 1 1 6 3 2 2 NA NA NA NA NA NACompleted 1 1 6 3 2 2 NA NA NA NA NA NA
Total 1 1 4 2 1 1 NA NA NA NA NA NACompleted 0 0 0 0 0 0 NA NA NA NA NA NA
Total 1 1 4 2 1 1 NA NA NA NA NA NACompleted 1 1 4 2 1 1 NA NA NA NA NA NA
Total 1 1 6 3 2 2 1 1 6 3 2 2Completed 1 1 6 3 2 0 1 1 6 3 2 2
Total 1 1 6 3 2 2 1 1 6 3 2 2Completed 1 1 6 3 2 2 1 1 6 3 2 2
Total 1 1 6 3 2 2 1 1 6 3 2 2Completed 1 1 6 3 2 0 1 1 6 3 2 2
Total 1 1 6 3 2 2 1 1 6 3 2 2Completed 1 1 6 3 2 2 1 1 6 3 2 2
Total NA NA NA NA NA NA 1 1 6 3 2 2Completed NA NA NA NA NA NA 1 1 6 3 2 2
Total 1 1 6 3 2 2 1 1 6 3 2 2Completed 1 1 6 3 2 2 1 1 6 3 2 2
Total 1 1 1 1 6 6 NA NA NA NA NA NACompleted 1 1 1 1 6 0 NA NA NA NA NA NA
Total 1 1 1 1 6 6 1 1 1 1 6 6Completed 1 1 1 1 6 0 1 1 1 1 6 3
Total 1 1 1 3 2 2 NA NA NA NA NA NA
22+760
22+415
59+364
54+100
53+930
53+320
50+610
47+910-
-
-
-
Minor Bridge LHS/ RHS
Drain
Drain
Canal syphon
Canal Bridge LHS/RHS
Canal Bridge LHS/RHS
Canal syphon
53+030
58+500
25+900 25+840
6
7
8
9
10
11
RHS
LHS
RHS53+908
54+074
59+342
MCW SR.
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
LHS
Rem
arks
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
LHS5
Khor Canal Bridge LHS/
RHS
12.366 12.245
22+400
22+800
23+700
Status Side
23+560
Sl. No.
Name of Bridge
Minor Bridge LHS/ RHS
1
Minor Bridge LHS/ RHS
2
Minor Bridge LHS/ RHS
3
4
Chainage
Span Arrangement
(m)
1x17.05
1x8.82
1x18.50
2x19.2
12+230
22+399
22+750
23+545
25+823
47+880
50+586
53+311
2x7.054(skew)
(2x4.3)+(2x4.5)+(2x4.4)
(1x13.80)+(2x14.00)
(2x10.23)+(1x 10.32)
(2x10.26)+(1x10.35)
1x17.05
1x11.687 (skew)
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Existing DesignPlan & Profile PC
C
Foun
dati
on
Bott
om
Hau
nch
Wal
l
Top
Slab
Cras
h Ba
rrie
r
PCC
Foun
dati
on
Bott
om
Hau
nch
Wal
l
Top
Slab
Cras
h Ba
rrie
r
Rem
arks
Status SideSl.
No.Name of Bridge
Span Arrangement
(m)
Completed 0 0 0 0 0 0 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 1 1 1 3 2 0 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 1 1 1 3 2 0 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 1 1 1 3 2 2 NA NA NA NA NA NATotal 1 1 1 3 2 2 1 1 1 3 2 2
Completed 0 0 0 0 0 0 1 1 1 3 2 0Total 1 1 1 3 2 2 1 1 1 3 2 2
Completed 1 1 1 3 2 0 1 1 1 3 2 0Total 1 1 1 3 2 2 1 1 1 3 2 2
Completed 0 0 0 0 0 0 1 1 1 3 2 0Total 1 1 1 3 2 2 1 1 1 3 2 2
Completed 1 1 1 3 2 0 1 1 1 3 2 0Total 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 0 0 0 0 0 0 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 1 1 1 3 2 0 NA NA NA NA NA NATotal 1 1 1 5 4 4 NA NA NA NA NA NA
Completed 1 1 1 5 4 0 NA NA NA NA NA NATotal 1 1 1 4 4 2 NA NA NA NA NA NA
Completed 1 1 1 4 4 2 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 1 1 1 3 2 0 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 1 1 1 3 2 2 NA NA NA NA NA NATotal 1 1 1 2 1 1 NA NA NA NA NA NA
Completed 0 0 0 0 0 0 NA NA NA NA NA NATotal 1 1 1 2 1 1 NA NA NA NA NA NA
Completed 0 0 0 0 0 0 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 0 0 0 0 0 0 NA NA NA NA NA NATotal 1 1 1 3 2 2 NA NA NA NA NA NA
Completed 0 0 0 0 0 0 NA NA NA NA NA NA
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
-
105+04
105+90 106+98
106+50
89+362
71+242
68+542
82+200 83+404
80+685
77+22776+200
79+600
72+675
Canal Bridge LHS/RHS
67+45
Drain
Canal Bridge LHS/RHS
70+20
-
13
14
18
19
20
Minor Bridge Cum
Underpass RHS/LHS
Underpass (30 Deg. Skew)
Canal syphon
Canal Bridge LHS/RHS
Canal syphon
Minor Bridge LHS /RHS
17
15
16
LHS
RHS
LHS
RHS
LHS
RHS
RHS
1x8.20(skew)
68+502
71+209
72+638
12
RHS
LHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
LHS
LHS
1x15
1x17.75
1x15.05
1x17.05
1x14.267(skew)
2x16.477(skew)
1x9.971(skew)
77+181
80+646
83+363
2x7.20
89+318
106+488
107+004
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures Details of ROB
DesignPlan & Profile
Total 42 4 4 4 4 34 17 3 3
Completed 21 2 2 2
Total 42 4 4 4 4 34 17 3 3
Completed 21 2 2 2 1
Total
Completed
Total
Completed
Total
Completed
Total
Completed
Total
Completed
Total
Completed
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
2x37.175+ 37.00
Gamdi
LHS
RHS
LHS
RHS
1x25.35
LHS
RHS
Chhani
ROB at 75/2 LHS/RHS
ROB at 105/2 LHS/RHS
3
4
75.425
106.475
75.387
106.453
2
New ROB at Nadiad
Bhandran Railway line
ROB 267 C/2E 65/1
LHS/RHSBhumel65.545
Tundel54.8651 54.837
65.518
Rem
arks
PILE
PILE
CA
P
FOU
ND
ATI
ON
PIER
/ W
ALL
S
PIER
CA
P
PED
ESTA
L
GIR
DER
DEC
K SL
AB
CRA
SH
BARR
IER
SideVillageSl. No
Span in (m)Location Lanes Status
Chainage
LHS
RHS
4
4
2
3
2
4
2
225.193+ 25.015+
19.193
25.193+ 25.015+ 19.193
1x19.37
1x19.37
1x25.35
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures Details of Vehicular Underpass
Existing DesignPlan & Profile
LHS C C C C C C C C C C C CRHS C C C C C C C C C C C CLHS C C C PRHS C C C C C C CLHS C C C C C C C C C C C CRHS C C C C C C C C C C C CLHS C C C C C C C C C C C CRHS C C C C C C C C C C C CLHS C C C C C C C C C C C CRHS C C C C C C C C C C C CLHS C C C C C C C C C C C CRHS C C C C C C C C C C C CLHSRHS C C C C C C C C C PLHS C C C C C C C C C CRHS C C C C C C C C C CLHSRHS
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
Converted to Flyover
9 94+800 95+830 12x5.595+862
7 62+100 63+300 12x5.5
8 81+500 82+390 12x5.5
63+274
82+354
1 19+700 19+600 12x5.5
2 36+300 36+420 12x5.5
19+603
36+396
6 54+300 55+600 2x12x5.5 Tundel55+564
12x5.5
5 48+000 49+050 12x5.5
45+900 46+960 12x5.5
3 44+200 45+320
4
45+317
46+931
49+021
Mogar
Nandesari
Bareja
Sokhada
Sandhana
Sandhana
Dantali
Narsanda
Chainage
Sl. No.
Proposed Size(m)
Village Side
Exca
vati
on
PCC
Bott
om S
lab
Hau
nch
Wal
l
Wal
l
Cras
h ba
rrie
r
Remarks
Top
Slab
Cras
h ba
rrie
r
Med
ian
Wal
l PCC
Med
ian
Wal
l Fo
unda
tion
Med
ian
Wal
l hau
nch
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures Details of Pedestrain Underpass
Existing DesignPlan & Profile
LHS C C C C C C C C C C C C
RHS C C C C C C C C C C C C
LHSRHSLHSRHSLHSRHS C C C C C C P C C C C PLHSRHS C C C C C CLHSRHS C C C C C C P C C C C PLHS C C C C C C C NA NA NA NA CRHS C C C C C C C C C C C CLHSRHS C C C CLHS C C C C C C C C C CRHS C C C C C C C C C CLHS C C C C C CRHS C C C C C CLHSRHSLHS C C C C C C NA NA NA NARHS C C C C C C NA NA NA NALHSRHSLHS C CRHS C C
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
96+500 97+580 7.0 x 3.50
89+721
97+733
98+500 99+580 7.0 x 3.50
102+500 103+580 7.0 x 3.50
99+617
103+543
71+000 72+080 7.0 x 3.50
85+900 87+040 7.0 x 3.50
72+024
86+992
88+700 89+690 7.0 x 3.50
30+000 29+910 7.0 x 3.50
27+779
29+897
60+900 61+960 7.0 x 3.50
68+100 69+140 7.0 x 3.50
61+935
69+078
26+180
7.0 x 3.50
7.0 x 3.50
7.0 x 3.50
23+390
26+168
27+900 27+800 7.0 x 3.50
14
1
2
3
4
5
6
7
8
9
10
11
12
13 Padamla
Dashrath
Kajipura
Gutal
Boriavi
Lambhvel
Adas
Vasad
Sankarda
Chainage
Sl. No.Proposed Size
(m)Village Side
C C C C
Narol
Jetalpur
Kanera
Malarpura
Gobhalaj
8+200 8+250 7.0 x 3.50
16+000 15+830
8+245
15+822
23+450 23+400
26+100
Wal
l
Cras
h ba
rrie
r
Rem
arks
Top
Slab
Cras
h ba
rrie
r
Med
ian
Wal
l PCC
Med
ian
Wal
l Fo
unda
tion
Med
ian
Wal
l ha
unch
Exca
vati
on
PCC
Bott
om S
lab
bott
om H
aunc
h
Wal
ls
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures
Details of Box Culvert
Existing DesignPlan & Profile V
illag
e
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
Rem
arks
1 07+600 07+595 07+597 BC 2x2x2.0 Narol C C C C C C C C C C C C C C C C C C C C
2 07+800 07+780 07+767 BC 1x2x1.5 Narol C C C C C C C C C C C C C C C C C C C C
3 09+300 09+300 09+184 BC 1x2x1.5 Vatva C C C C C C C C C C C C C C C C C C C C
4 10+800 10+690 10+684 BC 1x2.0x1.5 Vatva C C C C C C C C C C C C C C C C C C C C
5 11+200 11+065 11+055 BC 2x3x3.0 Vatva C C C C C C C C
6 12+700 12+640 12+622 BC 1x2.0x1.5 Aslali C C C C C C C C C C C C C C C C C C C C
7 13+100 13+115 13+107 BC 1x2.0x1.5 Aslali C C C C C C C C C P C C C C C C C C C C
8 13+950 13+710 13+702 BC 1x2.0x1.50 Aslali C C C C C
9 15+950 15+895 15+881 BC 1x3.0x3.0 Jetalpur
10 16+600 16+470 16+455 BC 2x3.0x3.0 Jetalpur C C C C C C C C C C
11 18+400 18+300 18+291 BC 1x2.0x2.0 Jetalpur C C C C C C C C C C C C C C C C C C C C
12 19+120 19+020 19+010 BC 1x2.0x2.0 Bareja C C C C C C C C C C C C C C C C C C C C
13 19+750 19+660 19+650 BC 1x2.0x2.0 Bareja C C C C C
14 20+800 20+680 20+670 BC 2x2.0x2.0 Bareja C C C C C C C C C C C C C C C C C C C C
15 24+500 24+250 24+234 BC 1x2.0x2.0 Kanera C C P C C C C C
16 24+650 24+530 24+517 BC 1x2.0x2.0 Kanera C C C P C C C C C
17 24+850 24+785 24+769 BC 1x2.0x2.0 Kanera
18 24+950 24+870 24+856 BC 1x2.0x2.0 Kanera
19 25+300 25+120 25+108 BC 1x2.0x2.0 Kanera
20 25+750 25+640 25+630 BC 1x2.0x2.0 Malarpura C C C P
21 26+080 26+000 25+990 BC 1x2.0x2.0 Malarpura P C C C P C C C C C
22 26+700 26+700 26+701 BC 1x2.0x2.0 Gobhalaj C C P C C C P
23 27+500 27+570 27+554 BC 1x2.0x2.0 Gobhalaj P C C C C C C C C C C
24 27+950 27+800 27+803 BC 1x2.0x2.0 Gobhalaj C C C C P C C C C C
25 28+600 28+520 28+506 BC 1x2.0x2.0 Gobhalaj C C C C P
26 32+390 32+250 32+249 BC 1x2.0x2.0 Hariyala
27 33+700 33+690 33+672 BC 1x4.0x4.0 Hariyala C C C C C C C C C C C C C
28 34+300 34+330 34+310 BC 1x3.0x3.0 Hariyala C C C C C C C C C C C
29 35+800 35+580 35+546 BC 1x4.0x5.5 Sokhada C C C P
30 35+830 35+530 35+727 BC 1x3x3 Sokhada
31 36+200 36+180 36+147 BC 3 x 3.0 x 3.0 Matar C C C C C C C C C C C C C C C C C C C C C C C C
32 36+400 36+300 36+267 BC 2 x 3.0 x3.0 Matar C C C C C C C C C C C C C C C C C C C C C C C C C C
33 36+450 36+405 36+374 BC 2 x3.0x 3.0 Sokhada C C C C C C C C C C C C C C C C C C C C C C C C
34 36+500 36+450 36+419 BC 2 x 3.0 x3.0 Sokhada C C C C C C C C C C C C C C C C C C C C C C C C
35 36+600 36+535 36+507 BC 3x3x3 Sokhada C C C C C C C C C C C C C C C C C C C C C
36 36+850 36+690 36+657 BC 1x3x3 Sokhada C C C C C C C C C C C C C C C
37 37+020 37+005 36+973 BC 2x3x2.5 Sokhada NA NA NA NA NA C C C C C NA NA NA NA NA
38 37+200 37+240 37+206 BC 1x3x3 Matar NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
39 37+400 37+350 37+326 BC 1x4.5x2.7 Matar NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
40 37+500 37+495 37+466 BC 1x4.5x3.0 Matar NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
41 37+600 37+565 37+534 BC 2x3.0x3.0 Matar NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
42 37+750 37+735 37+706 BC 1x4.5x3.0 Sokhada NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
43 37+950 37+920 37+886 BC 1x4.0x3.0 Sokhada NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
44 38+000 37+970 37+938 BC 2x3.0x2.5 Sokhada NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
45 38+400 38+250 38+230 BC 1x2.0x2.0 Sokhada NA NA NA NA NA NA NA NA NA NA
46 39+400 39+380 39+424 BC 1x3x3 NA NA NA NA NA NA NA NA NA NA
47 39+850 39+870 39+849 BC 1x2.0x2.0 Vansar NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
48 40+200 40+220 40+192 BC 1x2.0x2.0 Vansar NA NA NA NA NA C C C C C C C C C C NA NA NA NA NA
49 41+800 41+470 41+438 BC 1x3x3 Vansar NA NA NA NA NA NA NA NA NA NA
50 42+450 43+550 43+524 BC 1x2.0x2.0 C C C C C
51 42+700 43+700 43+673 BC 1x2.0x2.0 C C C C C
52 44+150 45+190 45+180 BC 2x2.0x2.0 Sandhana C C C C C C C C C C NA NA NA C C C C C C C C C C
53 44+700 45+815 45+808 BC 1x2.0x2.0 Sandhana NA NA NA NA NA C C C C C NA NA NA NA NA
RHS MCW RHS SR.
Sl. No
LHS SR. LHS MCW
Type
of S
truc
ture
Span
Arr
ange
men
t (m
)Chainage
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Details of Box Culvert
Existing DesignPlan & Profile V
illag
e
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
Rem
arks
RHS MCW RHS SR.
Sl. No
LHS SR. LHS MCW
Type
of S
truc
ture
Span
Arr
ange
men
t (m
)Chainage
54 45+200 46+270 46+248 BC 1x2.0x2.0 Sandhana NA NA NA NA NA C C C C C NA NA NA NA NA
55 45+900 47+000 46+968 BC 1x3x3 Sandhana C C C C C C C C C C NA NA NA C C C C C C C C C C
56 46+200 47+320 47+293 BC 1x2.0x2.0 Dantali C C C C C C C C C C C C C C C
57 48+100 49+145 49+118 BC 1x3x3 Dantali C C C C C C C C C C C C C C C
58 49+500 50+630 50+602 BC 1x2.0x2.0 Dabhan NA NA NA NA NA C C C C C NA NA NA NA NA
59 50+450 51+460 51+428 BC 1x2.0x2.0 Dabhan NA NA NA NA NA C C C C C C NA NA NA NA NA
60 50+500 51+490 51+466 BC 1x3x3 Dabhan NA NA NA NA NA C C C C C C C C C NA NA NA NA NA
61 51+100 52+130 52+096 BC 1x1.85 Dabhan C C C C C NA NA NA NA NA NA NA NA NA NA C C C C C
62 51+600 52+650 52+626 BC 1x2x2 Dabhan
63 52+450 53+480 53+459 BC 1x2x2 Dabhan C C C C C C C C C C C C C C C C C C C C
64 52+700 53+840 53+817 BC 2x2x2 Dabhan C C C C C C C C C C C C C C C C C C C C C C
65 53+500 54+590 54+564 BC 1x2x2 Tundel C C C C C C C C C C C C C C C
66 54+600 55+575 55+549 BC 1x4.0x4.0 Tundel C C C
67 56+400 57+405 57+378 BC 1x2.0x2.0 Dumral C C C C C C C C C C NA NA NA C C C C C C C C C C
68 57+650 58+625 58+596 BC 1x4.0x4.0 Nadiad C C C C C C C C C C C C C NA NA NA C C C C C NA NA NA C C C C C
69 57+750 58+725 58+724 BC 1x2.0x2.0 Nadiad C C C C C C C C C C C C C NA NA NA C C C C C NA NA NA C C C C C
70 57+950 58+925 58+899 BC 1x3x3 Pipalag C C C C C C C C C C C C C NA NA NA C C C C C NA NA NA C C C C C
71 59+100 60+350 60+323 BC 1x2.0x2.0 Pipalag NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA
72 60+150 61+220 61+193 BC 1x3.0x2.0 Gutal NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA
73 61+350 62+405 62+376 BC 1x3.0x2.0 Uttarsanda NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA
74 62+080 63+113 63+086 BC 1x2.0x2.0 Narsanda C C C C C C C C C C C C C C C C C C
75 62+200 63+330 63+303 BC 1x2.0x2.0 Narsanda C C C C C C C C
76 62+500 63+533 63+506 BC 1x2.0x2.0 Narsanda
77 62+800 63+842 63+815 BC 1x3.0x2.0 Narsanda NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA
78 67+200 68+250 68+225 BC 1x2.0x2.0 Boriavi NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA
79 68+000 69+095 69+070 BC 2x3.0x3.0 Boriavi C C C C C C C C C C C C C
80 68+300 69+330 69+305 BC 2x3.0x3.0 Boriavi C C C C C C C C
81 71+250 72+332 72+290 BC 1x2.0x2.0 Lambhvel C C C C C C C C NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C C NA
82 72+370 73+420 73+377 BC 1x2.0x2.0 Anand C C C C C C C C NA NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C C NA
83 73+150 74+205 74+161 BC 2x3.0x3.0 Anand C C C C C C C C C C C C P NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C
84 74+200 75+250 75+207 BC 5x3 Gamdi
85 74+800 75+823 75+815 BC 1x2.0x2.0 Gamdi
86 75+600 76+647 76+604 BC 1x2.0x2.0 Gamdi C C C C C C C C NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C C NA
87 75+700 76+770 76+799 BC 1x2.0x2.0 Gamdi C C C C C C C C NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C C NA
88 76+600 77+654 77+629 BC 1x2.0x2.0 Chikodra C C C C C C C C NA C C C C C NA NA NA NA NA NA NA NA NA NA C C C C C C C C NA
89 77+300 78+462 78+419 BC 1x2.0x2.0 Vaghasi C C C C C NA NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C P NA
90 78+300 79+442 79+400 BC 1x2.0x2.0 Vaghasi NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
91 80+600 81+653 81+628 BC 1x2.0x2.0 Mogar NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
92 83+300 84+375 84+333 BC 1x2.0x1.5 Mogar NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA93 85+200 86+319 86+295 BC 1x2.0x2.0 Adas NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA94 86+200 87+212 87+169 BC 2x2.0x2.0 Adas C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA95 87+600 88+672 88+628 BC 1x2.0x2.0 Adas NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA96 88+600 89+875 89+832 BC 1x4.0x4.0 Vasad C C C C97 89+200 90+270 90+226 BC 1x2.0x2.0 Vasad C C C C C C C C NA C98 90+250 91+432 91+410 BC 1x2.0x2.0 Vasad
99 90+650 91+831 91+817 BC 1x2.0x2.0 Vasad
100 96+400 97+525 97+508 BC 1x2.0x2.0 Sankarda C C C C C C C C C C C C C C NA NA C C C C C C C C NA C101 98+600 99+710 99+683 BC 2x3x3 Padamla C C C C C C C C C C C C C NA NA NA NA NA C C C C C C C C102 98+650 99+760 99+735 BC 1x6.0x3.0 Padamla C C C C C C C C C C NA NA NA NA NA C C C C C103 102+700 103+894 103+636 BC 1x2.0x2.0 Dashrath C C C C C P C C C C C C C C NA NA104 103+500 104+560 104+529 BC 1x2.0x2.0 Dashrath C C C C C C C C NA C C C C C C NA NA NA NA NA C C C C C C C C NA C105 106+250 107+377 107+354 BC 1x2.0x2.0 Chhani C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA106 106+300 107+435 107+412 BC 1x2.0x2.0 Chhani C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA107 106+350 107+496 107+475 BC 1x2.0x2.0 Chhani C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Details of Box Culvert
Existing DesignPlan & Profile V
illag
e
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
Rem
arks
RHS MCW RHS SR.
Sl. No
LHS SR. LHS MCW
Type
of S
truc
ture
Span
Arr
ange
men
t (m
)Chainage
108 107+050 108+147 108+126 BC 1x2.0x2.0 Dumad C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA
1 40+960 40+721 40+724 BC 1x2.0x2.0 Vansar
2 43+350 44+420 44+398 BC 1x2.0x2.0 Radhavanj C C
3 47+560 48+600 48+577 BC 1x2.0x2.0 Dantali C C C C C
4 48+360 49+400 49+378 BC 1x2.0x2.0 Dantali C C C C C C C C C C C C C C C
5 48+860 49+940 49+918 BC 1x2.0x2.0 Dantali C C C C C C C C C C
6 49+920 51+000 50+978 BC 1x2.0x2.0 Dabhan C C C C C
7 52+950 54+000 53+973 BC 1x2.0x2.0 Dabhan C C C C C C C C C C C C C C C C C C C
8 55+600 56+640 56+613 BC 1x2.0x2.0 Nadiad C C C C C C C C C C C C C C C C C C C
9 59+760 61+010 60+983 BC 1x2.0x2.0 Pipalag NA C C C C C
10 61+580 62+630 62+603 BC 1x2.0x2.0 Uttarsanda
11 64+470 65+490 65+465 BC 1x2.0x2.0 Bhumel
12 64+950 65+980 65+955 BC 1x2.0x2.0 Bhumel
13 65+430 66+450 66+426 BC 1x2.0x2.0 Kanjari
14 66+370 67+400 67+376 BC 1x2.0x2.0 Kanjari C C C C C C C C C C C C C C C C C C C C C
15 78+900 79+940 79+916 BC 1x2.0x2.0 Mogar NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
16 79+240 80+340 80+316 BC 2x2.0x2.0 Mogar NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
17 80+100 81+190 81+116 BC 2x2.0x2.0 Mogar NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
18 81+500 82+550 82+526 BC 1x2.0x2.0 Mogar C C C C C C C C NA C C C C C C C C C NA C C C C C C C C C NA C C C C C C C C C NA C19 81+830 83+115 82+650 BC 3x2.0x2.0 Mogar NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA20 82+690 83+750 83+726 BC 1x2.0x2.0 Mogar
21 101+580 102+600 102+582 BC 1x2.0x2.0 Dashrath C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C C NA C22 104+790 105+820 105+801 BC 1x2.0x2.0 Chhani C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA
Additional Culvert under COS1 30.140 30.127 C C Converted from HPC
2 63+083 63+056 C C C C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C Converted from HPC
3 91+931 C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA4 95+970 C C C C C C C C NA P C C C C C C C C NA P
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
New Additional Culverts
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures
Details of Slab Culvert
Existing DesignPlan & Profile V
illag
e
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
PCC
Foun
dati
on
HA
UN
CH
Wal
l
Slab
PCC
R1/
R2
Foun
dati
on R
1/R2
WA
LL R
1/R2
App
roac
h Sl
abs
Cras
h Ba
rrie
r
Rem
arks
1 09+500 09+400 09+393 SLC 1x1.6 Vatva C C C C C C C C C C C C C C C C C C C C
2 09+700 09+575 09+566 SLC 1x1.6 Vatva C C C C C C C C C C C C C C C C C C C C
3 10+600 10+490 10+479 SLC 1x6.00 Vatva
4 12+800 12+835 12+820 SLC 1x5.90 Aslali C C C C C C C C C C C C C C C C C C C C
5 14+450 14+350 14+335 SLC 1X2.3 Aslali C C C C C C C C C C P C C C C C
6 15+585 15+445 15+434 SLC 1x6.00 Jetalpur
7 17+300 17+180 17+170 SLC 1x1.25 Jetalpur C C C C C C C C C C C C C C C C C C C C
8 17+850 17+790 17+776 SLC 1x6.00 Jetalpur C C C C C C C C C C C C C C C C C C C C
9 18+200 18+100 18+091 SLC 1x1.25 Jetalpur C C C C C C C C P
10 18+950 18+850 18+837 SLC -1x6.0R--1x6.0 Bareja C C C C C P P P P P P P P P P C C C C C
11 20+200 20+185 20+162 SLC 1x6.00 Bareja C C C C P C P
12 21+700 21+670 21+657 SLC 1x6.00 Bareja
13 24+150 24+030 24+018 SLC 1x4.0 Kanera C C C C C
14 26+520 26+520 26+510 SLC 1x6.00 Gobhalaj C C P
15 29+000 29+220 29+208 SLC 1x2.5 Kajipura C C
16 33+100 33+005 32+987 SLC 1x2.5 Hariyala C C
17 40+700 40+835 40+806 SLC 1x4.0 C C C P
18 43+950 45+009 44+976 SLC 1x6.0 Sandhana C C C C C C C C C C C C C C C
19 45+500 46+500 46+507 SLC 1x3.5 Sandhana NA NA NA NA NA C C C C C NA NA NA NA NA
20 52+000 53+140 53+113 SLC 1x4.0 Dabhan C C C C C C C C C C C C C C C C C C C C
21 55+450 56+470 56+443 SLC 1x4.0 Nadiad C C C C C C C C C C C C C C C C C
22 55+800 56+810 56+783 SLC 1x6.0 Nadiad C C C C C C C C C C C C C C C C C C C C
23 56+780 57+810 57+783 SLC 1x6.0 Dumral C C C C C C C C C P NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C
24 68+800 69+853 69+828 SLC 1x6.0 Boriavi NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
25 73+960 75+188 75+145 SLC 1x6.0 Gamdi
26 74+400 75+430 75+398 SLC 1x5.0 Gamdi
27 75+200 76+262 76+219 SLC 1x3.0 Gamdi C C C C C C C C NA C C C C C NA NA NA NA NA C P NA NA NA NA NA C C C C C C C P NA
28 84+250 85+282 85+237 SLC 1x3 Adas NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
29 84+970 86+028 85+985 SLC 1x6.0 Adas NA NA NA NA NA NA NA NA NA NA C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
30 96+980 98+038 98+004 SLC 1x3.5 Sankarda C C C C C C C C NA C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C C C C NA C
31 99+050 100+028 100+001 SLC 1x3.0 Padamla C C C C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C C C C
32 99+350 100+357 100+328 SLC 1x1.2 Padamla C C C C C C C C NA P NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C C C C NA C
33 99+500 100+505 100+476 SLC 1x2.2 Padamla C C C C C C C C NA C C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C C NA C R1 complete
34 99+950 100+995 100+965 SLC 1x1.2 Padamla C C C C C C C C NA C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C P
35 100+300 101+345 101+315 SLC 1x2.0 Padamla C C C C C C C C NA C C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C P
36 100+500 101+597 101+575 SLC 1x2.0 Padamla C C C C C P NA P C C C C C NA NA NA NA NA C C C C C NA NA NA NA NA C C C C C C C C NA C R1 Complete
37 102+100 103+127 103+097 SLC 1x2.0 Dashrath C C C C C P NA P NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C C C C NA C
38 102+200 103+245 103+216 SLC 1x3.8 Dashrath NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
39 102+900 104+094 104+076 SLC 2x2.0 Dashrath C C C C C C C C NA C NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C C C C NA C
1 36+800 36+840 36+816 SLC 1x3.0 Sokhada C C C C C
2 53+300 54+410 54+384 SLC 1x6.0 Tundel C C C C C C C C C C C C C C C C
Additional Slab over Existing slab of Slab Culvert- RHS 100+357 - 09/04/2013Additional Slab over Existing slab of Slab Culvert- RHS 100+995 - 16/04/2013Additional Slab over Existing slab of Slab Culvert- RHS 100+028 - 18/04/2013
C COMPLETED P IN PROGRESS NA NOT APPLICABLE 0
RHS MCW RHS SR.
New Additional Culverts
Sl. No
Type
of S
truc
ture
Span
Arr
ange
men
t (m
) LHS SR. LHS MCWChainage
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-C
Progress Charts – Structures Details of Hume Pipe Culvert
Des
ign Plan &
Profile
Exca
vati
on fo
r he
ad w
all &
cr
adle
PCC
M15
for
Hea
d w
alls
M15
PCC
M20
hea
d w
all u
pto
sill
leve
l
Gra
nula
r/PC
C M
15 fo
r pi
pe
bedd
ing
port
ion
Pipe
layi
ng &
join
ting
PCC
M20
for
head
wal
l up
to
pipe
top
PCC
M20
for
head
wal
l up
to
top
Exca
vati
on fo
r he
ad w
all &
cr
adle
PCC
M15
for
Hea
d w
alls
M15
PCC
M20
hea
d w
all u
pto
sill
leve
l
Gra
nula
r/PC
C M
15 fo
r pi
pe
bedd
ing
port
ion
Pipe
layi
ng &
join
ting
PCC
M20
for
head
wal
l up
to
pipe
top
PCC
M20
for
head
wal
l up
to
top
Exca
vati
on fo
r he
ad w
all &
cr
adle
PCC
M15
for
Hea
d w
alls
M15
PCC
M20
hea
d w
all u
pto
sill
leve
l
Gra
nula
r/PC
C M
15 fo
r pi
pe
bedd
ing
port
ion
Pipe
layi
ng &
join
ting
PCC
M20
for
head
wal
l up
to
pipe
top
PCC
M20
for
head
wal
l up
to
top
Exca
vati
on fo
r he
ad w
all &
cr
adle
PCC
M15
for
Hea
d w
alls
M15
PCC
M20
hea
d w
all u
pto
sill
leve
l
Gra
nula
r/PC
C M
15 fo
r pi
pe
bedd
ing
port
ion
Pipe
layi
ng &
join
ting
PCC
M20
for
head
wal
l up
to
pipe
top
PCC
M20
for
head
wal
l up
to
top
Rem
arks
1 18.695 18.683 1 x1.2
2 27.145 27.129 1x1.2 C C C C C P C C C C C P
3 27.175 27.160 1x1.2 NA NA NA NA NA NA NA C C C C C P C C C C C P NA NA NA NA NA NA NA
4 29.970 29.960 3x1.2 C C C C P P
5 30.140 30.127 2x1.2 Change of scope converted in to box culvert6 31.050 31.040 2x1.2
7 63.083 63.056 3x1.2 Change of scope converted in to box culvert8 64.600 64.584 3x1.2 NA NA NA NA NA NA NA C C C C C C C NA NA NA NA NA NA NA9 83.672 83.648 2x0.9
Additional Culvert under COS
1 39.380 C C C C C C C
2 40.835 C C C C C C C
3 43.550 C C C C C C C C C C C C C C
4 43.700 C C C C C C C C C C C C C C
54.766
5 59.310 NA NA NA NA NA NA NA C C C C C C C NA NA NA C C NA NA C C C C C C C6 59.380 NA NA NA NA NA NA NA C C C C C C C NA NA NA C C NA NA C C C C C C C7 62.030 NA NA NA C C NA NA NA NA NA C C NA NA C C C C C C C8 63.430 C C C C C C C9 63.635 C C NA NA NA C C NA NA C C
10 63.650
11 63.930
12 64.375
13 64.510
14 82.630 (A) C C C C C C C NA NA NA NA NA NA NA C C C C C C C C C C C C C C15 88.265 C C C C C C C16 90.995 C C C C C C C17 99.153 C C C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA18 102.860 C C C C C C C C C C C C C C C C C C C C C19 104.523 C C C C C C C C C C C C C C C C C C C C C C C C C C C C20 104.884 NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C C C21 107.825 (A) C C C C C C C NA NA NA NA NA NA NA NA NA NA NA NA NA NA C C C C C C C
C COMPLETED P IN PROGRESS NA NOT APPLICABLE
RHS MCW RHS SR.
Sl. No
LHS SR. LHS MCWChainage
Span
Arr
ange
men
t (m
)
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed Borrow Area
1 Free Swell Index IS 2720 Part 40 As Required 50 % Max 1355 3 76 0 1431 32 Grain Size Analysis IS 2720 Part 4 As Required 1355 0 76 0 1431 03 Plasticity Index IS 2720 Part 5 As Required L.L.= Not>70 %,PI =Not> 45 % 1355 0 76 0 1431 0
4 Max. Dry Density IS 2720 Part 8 As RequiredUp to 3m 1.55 gm/cc More than 3m 1.63 gm/cc
1355 0 76 0 1431 0
5 CBR IS 2720 Part 16 As Required 494 98 53 8 547 106
OGL1 Free Swell Index IS 2720 Part 40 As Required 50 % Max 1646 100 26 1 1672 1012 Grain Size Analysis IS 2720 Part 4 As Required 1640 5 26 0 1666 53 Plasticity Index IS 2720 Part 5 As Required L.L.= Not>70 %,PI =Not> 45 % 1636 0 26 0 1662 0
4 Max. Dry Density IS 2720 Part 8 As RequiredUp to 3m 1.55 gm/cc More than 3m 1.63 gm/cc
1647 0 26 0 1673 0
5 CBR IS 2720 Part 16 As Required 676 113 8 0 684 1136 Density of Comp.Layer IS 2720 Part 28 As Required 95% of Lab MDD 2063 16 182 0 2245 167 Moisture Cont. IS 2720 Part 2 As Required -2% to +1 % OMC 393 3 28 0 421 3
Existing Shoulder Sample1 Free Swell Index IS 2720 Part 40 As Required 50 % Max 909 16 14 0 923 162 Grain Size Analysis IS 2720 Part 4 2 Test /3000M3 899 0 14 0 913 0
3 Plasticity Index IS 2720 Part 5 2 Test /3000M3 L.L.>70 %,PI => 45 % 896 0 14 0 910 0
4 Max. Dry Density IS 2720 Part 8 2 Test /3000M3 Up to 3m 1.55 gm/cc More than 3m 1.63 gm/cc
894 0 14 0 908 0
5 CBR IS 2720 Part 16 As Required 816 45 9 0 825 45
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
1 of 8
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
Embankment 1 Free Swell Index IS 2720 Part 40 As Required 50 % Max 1020 0 111 0 1131 02 Grain Size Analysis IS 2720 Part 4 2 Test /3000M3 1020 0 111 0 1131 0
3 Plasticity Index IS 2720 Part 5 2 Test /3000M3 L.L.>70 %,PI => 45 % 1020 0 111 0 1131 0
4 Max. Dry Density IS 2720 Part 8 2 Test /3000M3 Up to 3m 1.55 gm/cc More than 3m 1.63 gm/cc
1020 0 111 0 1131 0
5 Density of Comp.Layer IS 2720 Part 281 Test /1000M2
(1 Test =6 No of Pits)95% of Lab MDD 11000 123 1548 12 12548 135
6 Moisture Cont. IS 2720 Part 2 1 Test /250M3 -2% to +1 % OMC 6499 34 701 7 7200 41
Sub Grade/ Shoulder1 Free Swell Index IS 2720 Part 40 As Required 50 % Max 508 0 79 0 587 02 Grain Size Analysis IS 2720 Part 4 2 Test /3000M3 508 0 79 0 587 0
3 Plasticity Index IS 2720 Part 5 2 Test /3000M3 L.L.>70 %,PI => 45 % 508 0 79 0 587 0
4 Max. Dry Density IS 2720 Part 8 2 Test /3000M3 516 0 79 0 595 0
5 CBR IS 2720 Part 16 1 Test /3000M3 8% Min.at 97% Mdd 337 29 56 0 393 29
6 Density of Comp.Layer IS 2720 Part 28 1 Test /500M2
(1 Test =10 No of Pits)97% of Lab MDD 6363 75 1245 10 7608 85
7 Moisture Cont. IS 2720 Part 2 1 Test /250M3 -2% to +1 % OMC 2997 29 643 8 3640 37
Side Shoulder1 Density of Comp.Layer IS 2720 Part 28 1 Test /500M2 97% of Lab MDD 145 4 34 0 179 42 Moisture Cont. IS 2720 Part 2 1 Test /250M3 -2 % to +1 % OMC 69 0 16 0 85 0
2 of 8
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
GSB1 Max. Dry Density IS 2720 Part 8 1 TEST PER SOURCE 46 0 2 0 48 02 Sieve Analysis 1 Test /200M3 As per MOST T.N.400-2 1188 2 243 0 1431 2
3 Plasticity Index IS 2720 Part 5 1 Test /200M3 LL=Not>25% PI=Not>6% 1148 0 244 0 1392 04 CBR IS 2720 Part 16 As Required 30% 21 0 2 0 23 05 Water Absorption IS 2386 Part 3 As Required IF WA >2% THEN 10 0 1 0 11 06 10% Fines Value BS 812 Part 111 As Required 50 KN min 14 0 1 0 15 07 Moisture Cont. IS 2720 Part 2 1 Test /250M3 -2% to +1 % OMC 2358 3 434 1 2792 48 Density of Comp.Layer IS 2720 Part 28 1 Test /500M2 98% of Lab MDD 2050 17 436 2 2486 19
WMM1 Max. Dry Density IS 2720 Part 8 1 TEST PER SOURCE As per Approved Design Mix 13 0 1 0 14 02 Plasticity Index IS 2720 Part 5 1 Test /100M3 6 % max. 2484 0 514 0 2998 0
3 Aggregate Impact Value IS 2386 PART 4 1 Test /200M3 30% max 1520 0 282 0 1802 0
4 Sieve Analysis IS 2386 PART 1 1 Test /100M3 As per table no 400-2 2486 1 514 0 3000 1
5 Flakiness & Elongation IS 2386 PART 1 1 Test /200M3 30% max 1551 0 282 0 1833 0
6 Density of Comp.Layer IS 2720 Part 28 1 Test /500M2 98% of Lab MDD 3342 1 676 0 4018 17 Moisture Cont. IS 2720 Part 2 As Required -2% to +1 % OMC 1327 1 232 0 1559 1
BM- 11 Aggregate Impact Value IS 2386 PART 4 1Test /50M3 27% max. 0 0 0 0 0 0
2 Flakiness & Elongation IS 2386 PART 1 1Test /50M3 30% max. 0 0 0 0 0 03 Mix Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design JMF Limit 0 0 0 0 0 04 Individual Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design Mix 0 0 0 0 0 05 Density of Mix ASTM D 1559 1 Test/400 MT or 2 test per day As per Approved Design Mix 0 0 0 0 0 06 Binder Content & Grading Mix ASTM D 2172 1 Test/400 MT or 2 test per day ± 0.3 % of OBC 0 0 0 0 0 07 Density of Compacted layer IS 2720 Part 28 1 Test /250M2 98% of Lab Marshall Density. 0 0 0 0 0 0
BM- 2
3 of 8
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
1 Aggregate Impact Value IS 2386 PART 4 1Test /50M3 27% max. 162 0 4 0 166 0
2 Flakiness & Elongation IS 2386 PART 1 1Test /50M3 30% max. 162 0 4 0 166 0
3 Mix Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design JMF Limit 136 0 4 0 140 0
4 Individual Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design Mix 136 0 4 0 140 0
5 Density of MixASTM D 1559
1 Test/400 MT or 2 test per day As per Approved Design Mix 118 0 4 0 122 0
6 Binder Content & Grading MixASTM D 2172
1 Test/400 MT or 2 test per day ± 0.3 % of OBC 142 0 4 0 146 0
7 Density of Compacted layer IS 2720 Part 28 1 Test /250M2 98% of Lab Marshall Density. 252 0 0 0 252 0
DBM- 11 Aggregate Impact Value IS 2386 PART 4 1Test /350M3 27% max. 824 0 80 0 904 0
2 Flakiness & Elongation IS 2386 PART 1 1Test /350M3 35% max. 823 0 80 0 903 03 Mix Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design JMF Limit 621 0 101 0 722 04 Individual Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design Mix 629 0 101 0 730 05 Stability of Mix ASTM D 1559 1 Test/400 MT or 2 test per day As per Approved Design Mix 642 0 102 0 744 06 Binder Content & Grading Mix ASTM D 2172 1 Test/400 MT or 2 test per day ± 0.3 % of OBC 626 0 102 0 728 07 Density of Compacted layer IS 2720 Part 28 1 Test /700M2 Minimum 92% of Gmm 666 0 180 0 846 08 Gmm Test ASTM D 2041 1 Test per day As per Approved Design Mix 452 0 91 0 543 0
4 of 8
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
DBM- 21 Aggregate Impact Value IS 2386 PART 4 1Test /350M3 27% max. 2548 0 74 0 2622 0
2 Flakiness & Elongation IS 2386 PART 1 1Test /350M3 35% max. 2547 0 74 0 2621 03 Mix Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design JMF Limit 1372 0 109 0 1481 04 Individual Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design Mix 1376 0 109 0 1485 05 Stability of Mix ASTM D 1559 1 Test/400 MT or 2 test per day As per Approved Design Mix 1388 0 107 0 1495 06 Binder Content & Grading Mix ASTM D 2172 1 Test/400 MT or 2 test per day ± 0.3 % of OBC 1374 0 109 0 1483 07 Density of Compacted layer IS 2720 Part 28 1 Test /700M2 Minimum 92% of Gmm 8928 0 416 0 9344 08 Gmm Test ASTM D 2041 1 Test per day As per Approved Design Mix 633 0 84 0 717 0
BC -11 Aggregate Impact Value IS 2386 PART 4 1Test /350M3 24% max. 1742 0 37 0 1779 0
2 Flakiness & Elongation IS 2386 PART 1 1Test /350M3 35% max. 1742 0 37 0 1779 03 Mix Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design JMF Limit 648 0 69 0 717 04 Individual Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design Mix 686 0 69 0 755 05 Stability of Mix ASTM D 1559 1 Test/400 MT or 2 test per day As per Approved Design Mix 646 0 76 0 722 06 Binder Content & Grading Mix ASTM D 2172 1 Test/400 MT or 2 test per day ± 0.3 % of OBC 646 0 69 0 715 07 Density of Compacted layer IS 2720 Part 28 1 Test /700M2 Minimum 92% of Gmm 2152 0 538 0 2690 08 Gmm Test ASTM D 2041 1 Test per day As per Approved Design Mix 171 0 12 0 183 0
BC - 21 Aggregate Impact Value IS 2386 PART 4 1Test /350M3 24% max. 0 0 0 0 0 02 Flakiness & Elongation IS 2386 PART 1 1Test /350M3 35% max. 0 0 0 0 0 03 Mix Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design JMF Limit 0 0 0 0 0 04 Individual Grading IS 2386 PART 1 1 Test/400 MT or 2 test per day As per Approved Design Mix 0 0 0 0 0 05 Stability of Mix ASTM D 1559 1 Test/400 MT or 2 test per day As per Approved Design Mix 0 0 0 0 0 06 Binder Content & Grading Mix ASTM D 2172 1 Test/400 MT or 2 test per day ± 0.3 % of OBC 0 0 0 0 0 07 Density of Compacted layer IS 2720 Part 28 1 Test /700M2 Minimum 92% of Gmm 0 0 0 0 0 08 Gmm Test ASTM D 2041 1 Test per day As per Approved Design Mix 0 0 0 0 0 0
5 of 8
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
Bitumen VG301 Softening Point IS 1205 1 Test/Lot 47°C Minimum 1110 0 108 0 1218 02 Penetration IS 1203 1 Test/Lot 50-70 mm Minimum 1110 0 108 0 1218 03 Viscosity IS 1206 As Required 2400 Poise Minimum 1109 0 108 0 1217 0
Bitumen VG101 Softening Point IS 1205 1 Test/Lot 40°C Minimum 11 0 3 0 14 02 Penetration IS 1203 1 Test/Lot 80-100 mm Minimum 11 0 3 0 14 03 Viscosity IS 1206 As Required 800 Poise Minimum 11 0 0 0 11 0
PMB 40 1 Softening Point IS 1205 1 Test/Lot 60°C min 550 0 65 0 615 02 Penetration IS 1203 1 Test/Lot 30-50 mm 550 0 65 0 615 03 Viscosity IS 1206 As Required 3-9 Poise 544 0 65 0 609 04 Elastic Recovery IS 1208 & SP 53 1 Test/Lot 50% min 550 0 65 0 615 05 Separation Test IRC SP 53 2010 As Required 3 °C Maximum 3 0 0 0 3 0
Prime Coat1 Quality Of Binder (Viscosity) ASTM D 2390 1 Test/Lot As per MoRT&H Table 500-1 35 0 4 0 39 02 Rate of Spray of Binder MORT& H 502 1 Test/500 M2 As per MoRT&H Table 500-1 1944 0 406 0 2350 0
Tack Coat1 Quality Of Binder IS 8887 1 Test/Lot 51 0 3 0 54 02 Rate of Spray of Binder MORT& H 503 1 Test/500 M2 As per MoRT&H Table 500-2 11559 0 1151 0 12710 0
Concrete1 Sieve Analysis of Coarse Aggregate IS 2386 Part 1 1 Test/Concreting Day As per IS 383 6033 0 667 0 6700 02 Aggregate Impact Value IS 2386 Part 4 1 Test/Concreting Day As per IS 383 2967 0 349 0 3316 03 Flakiness Index IS 2386 Part 1 1 Test/Concreting Day As per IS 383 4033 0 375 0 4408 04 Sieve Analysis of Fine Aggregate IS 2386 Part 1 1 Test/Concreting Day As per IS 383 3477 0 375 0 3852 05 Specific Gravity & Water Absorption IS 2386 PART 3 1 Test/Month 177 0 11 0 188 0
Compressive Strength of Concrete Cube
6 of 8
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
1 M15 7 Days 2003 0 180 0 2183 028 Days 2967 0 297 0 3264 0
2 M20 7 Days 2588 0 295 0 2883 028 Days 3553 0 520 0 4073 0
3 M20 Kerb 7 Days 517 0 79 0 596 028 Days 1109 0 115 0 1224 0
4 M25 7 Days 2298 0 149 0 2447 028 Days 4135 0 264 0 4399 0
5 M30 7 Days 238 0 17 0 255 028 Days 402 0 42 0 444 0
6 M30 RE Wall 7 Days 868 0 82 0 950 028 Days 2276 0 291 0 2567 0
7 M35 7 Days 706 0 49 0 755 028 Days 1474 0 132 0 1606 0
8 M35 Pile 7 Days 189 0 0 0 189 028 Days 455 0 0 0 455 0
9 M40 7 Days 1691 0 258 0 1949 028 Days 3399 0 483 0 3882 0
10 M40 PQC 7 Days 34 0 13 0 47 028 Days 40 0 1 0 41 0
11 M40 Pile 7 Days 601 0 8 0 609 028 Days 1389 0 49 0 1438 0
12 M45 7 Days 183 0 60 0 243 028 Days 418 0 134 0 552 0
13 M45 Pile 7 Days 65 0 0 0 65 028 Days 133 0 0 0 133 0
14 M50 7 Days 49 0 0 0 49 028 Days 35 0 0 0 35 0
15 DLC 3 Days 10 0 0 0 10 0
7 of 8
MONTHLY PROGRESS REPORT - APRIL 2014QC TEST SUMMARY
Appendix-D
Passed Failed Passed Failed Passed Failed
Monthly Progress Report of QA/QC Department
NATIONAL HIGHWAYS AUTHORITY OF INDIAMinistry of Road Shipping Transport & Highways. (MORST & H)
Six Laning of Ahmedabad to Vadodara section of NH-8 from Km. 6.400 to Km. 108.700 (Length Km. 102.300) in State of Gujarat and improvement of existing Ahmedabad Vadodara Expressway from Km 0.000 Concessionaire : IRB Ahmadabad Vadodra Super Express Tollway Pvt. Ltd.
EPC Contractor : MRM Pvt Ltd Quality Control Engineer Independent Engineer: Aarvee Associates AE & C Pvt. Ltd.
MONTH - APRIL 2014Sr. No. Name of Test Testing Method Frequency of Test Specification Requirements
Number of Tests ConductedPrevious Month This Month Total to Date
7 Days 40 0 47 0 87 0Flexural Strength of Beam
1 M40 PQC 7 Days 22 0 8 0 30 028 Days 20 0 0 0 20 0
Cement1 Consistency IS 4031 1 Test/Week 159 0 8 0 167 02 Setting Time IS 4031 1 Test/Week 159 0 8 0 167 03 Fineness IS 4031 1 Test/Week 159 0 8 0 167 04 Compressive Strength IS 4031 1 Test/Week
a) 3 Days 161 0 9 0 170 0b) 7 Days 155 0 11 0 166 0c) 28 Days 150 0 8 0 158 0
RE Wall Back fill Material1 Sand Cont. 2720 Part 4 As Required As per Design 629 0 162 0 791 02 Plasticity Index 2720 Part 5 As Required 602 0 158 0 760 03 Max. Dry Density 2720 Part 8 As Required As per Design 560 0 158 0 718 04 Density of Comp.Layer 2720 Part 28 As Required 95% of Lab MDD 3688 24 1772 10 5460 345 C & ø Value 2720 Part 13 As Required As per Design 360 0 86 0 446 0
8 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. COMPANY MATERIAL DESCRIPTION IRB Letter No Date IE LETTER NO DATE REMARKS
1BASF Construction Chemicals (India) Pvt. Ltd
Chemical Admixture IRB/AVSETPL/142/2012 14.08.2012 AA/AMBD-VDDR/Q&M/032 20.09.2012Reviewed by IE and Consent given
2 Gujarat NRE Coke Ltd. Steel
IRB/AVSETPL/143/2012IRB/AVSETPL/148/2012IRB/AVSETPL/168/2012 IRB/AVSETPL/261/2012 IRB/AVSETPL/265/2012
14.08.201220.08.201230.08.2012 29.11.2013 04.12.2013
AA/AMBD-VDDR/Q&M/012AA/AMBD-VDDR/Q&M/014AA/AMBD-VDDR/Q&M/030 NHAI/PIU-Ahmedabad/NH-8/16737
17.08.201222.08.201219.09.2012 08.10.2013
Consent not given
3 Bharat Petroleum Corporation Ltd. Bitumen of Viscosity Grade IRB/AVSETPL/152/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
4 Indian Oil Bitumen of Viscosity Grade IRB/AVSETPL/153/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
5 Hindustan Petroleum Corporation Ltd. Bitumen of Viscosity Grade IRB/AVSETPL/154/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
6 Hindustan Petroleum Corporation Ltd. Prime Coat IRB/AVSETPL/154/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
7 Hindustan Petroleum Corporation Ltd. Tack coat IRB/AVSETPL/154/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
8 Giriraj Hume Pipe Industries, Bodeli Hume PipeIRB/AVSETPL/155/2012 & IRB/AVSETPL/426/2013
22.08.2012 & 08.02.2013
AA/AMBD-VDDR/Q&M/125 13.02.2013Reviewed by IE and Consent given
9 Ultratech Cement Ltd. OPC 43 Grade Cement IRB/AVSETPL/156/2012 22.08.2012AA/AMBD-VDDR/Q&M/017AA/AMBD-VDDR/Q&M/033
27.08.201220.09.2012
No Mix design
10 Ultratech Cement Ltd. OPC 53 Grade Cement IRB/AVSETPL/156/2012 22.08.2012AA/AMBD-VDDR/Q&M/017AA/AMBD-VDDR/Q&M/033
27.08.201220.09.2012
Reviewed by IE and Consent given
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALSEPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
1 of 7
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. COMPANY MATERIAL DESCRIPTION IRB Letter No Date IE LETTER NO DATE REMARKS
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALSEPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
11 Binani Cement Ltd. OPC 43 Grade Cement IRB/AVSETPL/157/2012 22.08.2012AA/AMBD-VDDR/Q&M/017AA/AMBD-VDDR/Q&M/033
27.08.201220.09.2012
Reviewed by IE and Consent given
12 Binani Cement Ltd. OPC 53 Grade Cement IRB/AVSETPL/157/2012 22.08.2012AA/AMBD-VDDR/Q&M/017AA/AMBD-VDDR/Q&M/033
27.08.201220.09.2012
Reviewed by IE and Consent given
13 Jaypee Cement Ltd OPC 43 Grade Cement IRB/AVSETPL/158/2012 22.08.2012AA/AMBD-VDDR/Q&M/017AA/AMBD-VDDR/Q&M/033
27.08.201220.09.2012
Reviewed by IE and Consent given
14 Jaypee Cement Ltd OPC 53 Grade Cement IRB/AVSETPL/158/2012 22.08.2012AA/AMBD-VDDR/Q&M/017AA/AMBD-VDDR/Q&M/033
27.08.201220.09.2012
Reviewed by IE and Consent given
15 Hindustan Colas Ltd. PMB IRB/AVSETPL/159/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
16 Hindustan Colas Ltd. CRMB IRB/AVSETPL/159/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
17 Hindustan Colas Ltd. Emulsion IRB/AVSETPL/159/2012 22.08.2012 AA/AMBD-VDDR/Q&M/018 27.08.2012Reviewed by IE and Consent given
18 Tricon Polymer Pvt. Ltd, Mumbai POT PTFE Bearing IRB/AVSETPL/160/2012 22.08.2012 AA/AMBD-VDDR/Q&M/017 27.08.2012 Factory Visit19 Tricon Polymer Pvt. Ltd, Mumbai Expansion Joint IRB/AVSETPL/160/2012 22.08.2012 AA/AMBD-VDDR/Q&M/017 27.08.2012 Factory Visit
20 Tiki Tar Industries Ltd. PMB, & Emulsion (SS1 & RS1)IRB/AVSETPL/161/2012IRB/AVSETPL/654/2013
24.08.201212.04.2013
AA/AMBD-VDDR/Q&M/017AA/AMBD-VDDR/Q&M/229AA/AMBD-VDDR/Q&M/228
27.08.201212.04.2013
Reviewed by IE and Consent given
21 Sanfield (India) Ltd. POT/ POT-PTFE Bearing
IRB/AVSETPL/174/2012IRB/AVSETPL/189/2012IRB/AVSETPL/944/2013IRB/AVSETPL/992/2013IRB/AVSETPL/1126/2013
05.09.201217.09.201215.06.201301.07.201306.08.2013
AA/AMBD-VDDR/Q&M/024AA/AMBD-VDDR/Q&M/368AA/AMBD-VDDR/Q&M/450AA/AMBD-VDDR/Q&M/541AA/AMBD-VDDR/Q&M/689
12-09-201222.05.201324.06.201327.07.201310.09.2013
Reviewed by IE and Consent given
2 of 7
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. COMPANY MATERIAL DESCRIPTION IRB Letter No Date IE LETTER NO DATE REMARKS
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALSEPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
22 Sanfield (India) Ltd. Expansion JointIRB/AVSETPL/174/2012IRB/AVSETPL/189/2012 IRB/AVSETPL/771/2013
05.09.201217.09.2012 08.05.2013
AA/AMBD-VDDR/Q&M/024 AA/AMBD-VDDR/Q&M/368 AA/AMBD-VDDR/Q&M/541
12-09-2012 22.05.2013 24.07.2013
Reviewed by IE and Consent given
23 Shri Bujrang Power & Ispat Ltd. Steel
IRB/AVSETPL/175/2012IRB/AVSETPL/704/2013IRB/AVSETPL/796/2013 IRB/AVSETPL/1178/2013 IRB/AVSETPL/1299/2013
12.09.201223.04.201315.05.2013 21.08.2013 21.09.2013
AA/AMBD-VDDR/Q&M/026AA/AMBD-VDDR/Q&M/262AA/AMBD-VDDR/Q&M/386 NHAI/PIU-Ahmedabad/11011/3/13/NH-8/6-lanning/18754 AA/AMBD-VDDR/DHR/793
12.09.201226.04.201329.05.2013 11.09.2013 19.10.2013
Consent not given
24 Osnar Chemical Pvt. Ltd, Mumbai Modified Bitumen of required graIRB/AVSETPL/176/2012 05.09.2012 AA/AMBD-VDDR/Q&M/058 14.12.2012Reviewed by IE and Consent given
25 Dynamic Prestress, MumbaiPrestressing Materials, Equipment & Acessiores
IRB/AVSETPL/179/2012IRB/AVSETPL/188/2012
05.09.201217.09.2012
AA/AMBD-VDDR/Q&M/023 12.09.2012Reviewed by IE and Consent given
26 Dynamic Prestress, Mumbai POT-PTFE BearingIRB/AVSETPL/179/2012IRB/AVSETPL/188/2012
05.09.201217.09.2012
AA/AMBD-VDDR/Q&M/023 12.09.2012Reviewed by IE and Consent given
27 Dynamic Prestress, Mumbai Void FormersIRB/AVSETPL/179/2012IRB/AVSETPL/188/2012
05.09.201217.09.2012
AA/AMBD-VDDR/Q&M/023 12.09.2012Reviewed by IE and Consent given
28 Dynamic Prestress, Mumbai Bar SplicingIRB/AVSETPL/179/2012IRB/AVSETPL/188/2012
05.09.201217.09.2012
AA/AMBD-VDDR/Q&M/023 AA/AMBD-VDDR/Q&M/963
12-09-2012 26-12-2013
Reviewed by IE and Consent given
29 Fosroc Chemical (India) Pvt. Ltd Construction Chemicals IRB/AVSETPL/187/2012 17.09.2012 AA/AMBD-VDDR/Q&M/034 26.09.2012
30 Sika India Pvt. Ltd Chemical Admixture IRB/AVSETPL/269/2012 07.12.2012 AA/AMBD-VDDR/Q&M/060 21.12.2012Reviewed by IE and Consent given
31 Ambuja Cement Ltd. OPC 43 Grade Cement IRB/AVSETPL/270/2012 07.12.2012 AA/AMBD-VDDR/Q&M/059 14.12.2012
3 of 7
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. COMPANY MATERIAL DESCRIPTION IRB Letter No Date IE LETTER NO DATE REMARKS
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALSEPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
32 Ambuja Cement Ltd. OPC 53 Grade Cement IRB/AVSETPL/270/2012 07.12.2012 AA/AMBD-VDDR/Q&M/059 14.12.2012Reviewed by IE and Consent given
33Mangalam Cement Ltd.(Birla Uttam)
OPC 43 Grade cement IRB/AVSETPL/273/2012 07.12.2012 AA/AMBD-VDDR/Q&M/059 14.12.2012
34 Wonder Cement OPC 43 Grade Cement IRB/AVSETPL/274/2012 07.12.2012 AA/AMBD-VDDR/Q&M/059 14.12.2012Reviewed by IE and Consent given
35 Wonder Cement OPC 53 Grade Cement IRB/AVSETPL/274/2012 07.12.2012 AA/AMBD-VDDR/Q&M/059 14.12.2012Reviewed by IE and Consent given
36 Steel Authority Of India Ltd. Steel IRB/AVSETPL/285/2012 17.12.2012Reviewed by IE and Consent given
37 Rastriya Ispat Nigam Ltd Steel IRB/AVSETPL/285/2012 17.12.2012Reviewed by IE and Consent given
38 Tata Steel Ltd Steel IRB/AVSETPL/285/2012 17.12.2012Reviewed by IE and Consent given
39 JSW Steel Ltd Steel IRB/AVSETPL/285/2012 17.12.2012Reviewed by IE and Consent given
40 Essar Steel Ltd Steel IRB/AVSETPL/285/2012 17.12.2012Reviewed by IE and Consent given
41 Ispat Industries Ltd Steel IRB/AVSETPL/285/2012 17.12.2012Reviewed by IE and Consent given
42 Jindal Steel & Power Ltd. Steel IRB/AVSETPL/285/2012 17.12.2012Reviewed by IE and Consent given
4 of 7
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. COMPANY MATERIAL DESCRIPTION IRB Letter No Date IE LETTER NO DATE REMARKS
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALSEPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
43 M/S Strata Geosystems (India) Pvt. Ltd.Design and Method statement
for casting RE Wall BlocksIRB/AVSETPL/624/2013IRB/AVSETPL/798/2013
04.04.201316.05.2013
AA/AMBD-VDDR/Q&M/290 06.05.2013
44 M/S. Saivishwa Infra.Design and Method statement
for casting RE Wall Blocks
IRB/AVSETPL/747/2013IRB/AVSETPL/964/2013
IRB/AVSETPL/1146/2013
02.05.201313.06.201313.08.2013
AA/AMBD-VDDR/Q&M/370AA/AMBD-VDDR/Q&M/490
22.05.201308.07.2013
M/S Saivishwa Infra. Fully
capable for doing the work of RE
Wall
45M/S. Soham Foundation Engineering Pvt.Ltd.
Design and Method statement for casting RE Wall Blocks.
IRB/AVSETPL/748/2013IRB/AVSETPL/848/2013IRB/AVSETPL/950/2013
IRB/AVSETPL/1170/2013
02.05.201324.05.201317.06.201319.08.2013
AA/AMBD-VDDR/Q&M/369AA/AMBD-VDDR/Q&M/408AA/AMBD-VDDR/Q&M/464AA/AMBD-VDDR/Q&M/471AA/AMBD-VDDR/Q&M/644
22.05.201311.06.201329.06.201302.07.201324.08.2013
Attached summary of
various correspondence made between
the designs
46 Gujarat Sidhee Cement.Ltd. OPC 53 Grade Cement IRB/AVSETPL/675/2013 17.04.2013 AA/AMBD-VDDR/Q&M/258 25.04.2013Reviewed by IE and Consent given
471. Sunlight Corporation2. Kunal Conchem Pvt. Ltd.
Admixture 30.03.2013
48M/s Mageba for Strip Seal Expension Joint and POT/POT-PTFE Bearings
Strip Seal Expension Joint and POT/POT-PTFE Bearings
IRB/AVSETPL/770/2013IRB/AVSETPL/944/2013IRB/AVSETPL/992/2013
IRB/AVSETPL/1126/2013
08.05.201315.06.201301.07.201306.08.2013
AA/AMBD-VDDR/Q&M/368AA/AMBD-VDDR/Q&M/450AA/AMBD-VDDR/Q&M/541AA/AMBD-VDDR/Q&M/689
22.05.201324.06.201327.07.201310.09.2013
Reviewed by IE and Consent given
49POT/POT-PTFE Bearings-M/s Sanfield (India) Ltd.
Strip Seal Expension Joint and POT/POT-PTFE Bearings
IRB/AVSETPL/771/2013IRB/AVSETPL/992/2013
08-05-201301.07.2013
AA/AMBD-VDDR/Q&M/368AA/AMBD-VDDR/Q&M/541
22.05.201327.07.2013
Testing is required prior to delivery
50 M/S Zenith High Tech Industries for road MarkingIRB/AVSETPL/776/2013IRB/AVSETPL/1041/2013
09.05.201311.07.2013
AA/AMBD-VDDR/Q&M/367AA/AMBD-VDDR/Q&M/543
22.05.201325.05.2013
Reviewed by IE and Consent given
51 Fairmate Chemicals Pvt.Ltd. Construction ChemicalsIRB/AVSETPL/903/2013IRB/AVSETPL/1061/2013
05.06.201313.07.2013
AA/AMBD-VDDR/Q&M/427AA/AMBD-VDDR/Q&M/701
15.06.201318.09.2013
Reviewed by IE and Consent given
5 of 7
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. COMPANY MATERIAL DESCRIPTION IRB Letter No Date IE LETTER NO DATE REMARKS
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALSEPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
52 Maruti Bitumen Pvt. LtdEmulsion SS-1, RS-1 & Bitumen PMB 40.
Submited on date 18.06.2013
53 Katline Infra Product Pvt. Ltd. for road MarkingIRB/AVSETPL/1038/2013IRB/AVSETPL/1260/2013
10.07.201311.09.2013
AA/AMBD-VDDR/Q&M/542AA/AMBD-VDDR/Q&M/702
25.07.201318.09.2013
Reviewed by IE and Consent given
54Epoxy Bonding MasterBrace 1414 BASF India Ltd.
Epoxy bonding agent MasterBrace 1414 Product of BASF India Ltd.
IRB/AVSETPL/1095/2013 30.07.2013 AA/AMBD-VDDR/Q&M/647 27.08.2013Reviewed by IE and Consent given
55M/S Thakkarsons Rolling Forming Pvt. Ltd
Metal Beam Crash BarrierIRB/AVSETPL/1258/2013 IRB/AVSETPL/1513/2013
10-09-2013 16.11.2013
AA/AMBD-VDDR/Q&M/703AA/AMBD-VDDR/Q&M/883
18.09.201326.11.2013
Third Party testing required
56Company Profile of M/s Sovitec as one of the source of Glass beads for Road Marking Material
Glass BeadsIRB/AVSETPL/1275/2013 IRB/AVSETPL/1399/2013
16.09.2013 17.10.2013
AA/AMBD-VDDR/Q&M/724 AA/AMBD-VDDR/Q&M/795
25.09.201321.10.2013
Reviewed by IE and Consent given
57Company Profile of Berger Paints India Ltd
PaintsIRB/AVSETPL/1319/2013 IRB/AVSETPL/1369/2013
27.09.201310.10.2013
AA/AMBD-VDDR/Q&M/755 AA/AMBD-VDDR/Q&M/778
04.10.2013 15.10.2013
Reviewed by IE and Consent given
58Company Profile of DP Wires Pvt.Ltd as one of the source of HT Strand Wires
HTS Wire IRB/AVSETPL/1396/2013 17.10.2013 AA/AMBD-VDDR/Q&M/798 21.10.2013Reviewed by IE and Consent given
59 Company Profile of 3M India Ltd. Retro Reflective SheetingIRB/AVSETPL/1397/2013 IRB/AVSETPL/1507/2013
17.10.2013 15.11.2013
AA/AMBD-VDDR/Q&M/801AA/AMBD-VDDR/Q&M/829AA/AMBD-VDDR/Q&M/829
22.10.201329.10.201327.11.2013
Reviewed by IE and Consent given
60Company Profile of JK Lakshmi as one of the source of cement
Cement IRB/AVSETPL/1426/2013 22.10.2013 AA/AMBD-VDDR/Q&M/820 26.10.2013Reviewed by IE and Consent given
61 STP Limited AdmixtureIRB/AVSETPL/1449/2013IRB/AVSETPL/1632/2013IRB/AVSETPL/1829/2014
25.10.201317.12.201321.01.2014
AA/AMBD-VDDR/Q&M/836 AA/AMBD-VDDR/Q&M/970
AA/AMBD-VDDR/Q&M/1104
31.10.2013 28.12.201304.02.20.14
Reviewed by IE and Consent given
62 The India Cement Ltd Cement IRB/AVSETPL/1516/2013 16.11.2013 AA/AMBD-VDDR/Q&M/882 26.11.2013Reviewed by IE and Consent given
6 of 7
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. COMPANY MATERIAL DESCRIPTION IRB Letter No Date IE LETTER NO DATE REMARKS
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALSEPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
63 Iniz Platomech Pvt. Ltd HDPE Duct IRB/AVSETPL/1651/2013 19.12.2013 AA/AMBD-VDDR/Q&M/957 24.12.2013Document Required
64 Tefcon Bearing Pvt.Ltd POT-PTFE BearingIRB/AVSETPL/1688/2013 IRB/AVSETPL/1742/2014 IRB/AVSETPL/1912/2014
30.12.2013 10.01.201418.01.2014
AA/AMBD-VDDR/Q&M/986AA/AMBD-VDDR/Q&M/1075AA/AMBD-VDDR/Q&M/1162
03.01.201427.01.201422.02.2014
Reviewed by IE and Consent given
65 Usha Martin Ltd HT Strand Wire IRB/AVSETPL/1692/2013 30.12.2013 AA/AMBD-VDDR/Q&M/987 03.01.2014Reviewed by IE and Consent given
66 TikiTar Danosa (India) Pvt.Ltd Water Proofing Membrane (Asphaltoseal)
IRB/AVSETPL/1794/2013 IRB/AVSETPL/2012/2014 IRB/AVSETPL/2038/2014
22.01.2014 19.03.2014 27.03.2014
AA/AMBD-VDDR/Q&M/1181 AA/AMBD-VDDR/Q&M/1225
28.02.2014 21.03.2014
Pending from IE
68Evotherm Warm Mix Asphalt Technology
Warm Mix Asphalt TechnologyIRB/AVSETPL/1895/2014 IRB/AVSETPL/2004/2014 IRB/AVSETPL/2089/2014
15.02.201418.03.201409.04.2014
AA/AMBD-VDDR/Q&M/1164 AA/AMBD-VDDR/Q&M/1233AA/AMBD-VDDR/Q&M/1289
22.02.201424.03.201419.04.2014
Observed the trial strech till six
Months
7 of 7
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Subject IRB Letter No Date IE Letter No Date Status Remark's
1 Aggregate for Concrete and Highway Construction from Othwad Quarry
IRB/AVSETPL/0216/2012 29.10.2012 AA/AMBD-VDDR/Q&M/048 08.11.2012 Reviewed by IE and Consent given
2 Natural Sand for construction and Highway from Mahi River
IRB/AVSETPL/0217/2012 29.10.2012 Reviewed by IE and Consent given
3 Natural Sand for construction and Highway from Orsand River
IRB/AVSETPL/0218/2012 29.10.2012 Reviewed by IE and Consent given
4 Aggregate for Concrete and Highway Construction from Timba Quarry
IRB/AVSETPL/0246/2012 16.11.2012 AA/AMBD-VDDR/Q&M/052 24.11.2012 Reviewed by IE and Consent given
5 Aggregate for Concrete and Highway Construction from Jesapura Quarry
IRB/AVSETPL/0247/2012 16.11.2012 AA/AMBD-VDDR/Q&M/085 11.01.2013 Reviewed by IE and Consent given
6 Natural Sand for construction and Highway from Sabarmati River
IRB/AVSETPL/0304/2012 26.12.2012 AA/AMBD-VDDR/Q&M/072 01.01.2013 Reviewed by IE and Consent given
AA/AMBD-VDDR/Q&M/050 09.11.2012
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
1 of 1
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
1 WMM Mix Design with Othwad Quarry Aggregate AVBOT Project IRB/AVSETPL/0215/2012 19.10.2012 AA/AMBD-VDDR/Q&M/049 08.11.2012Reviewed by IE and Consent given WMM
2Borrow Area for use in Embankment, Sub grade, Shoulders and Median Filling.1) BA. No-2 CH-90+000 LHS, Rajpura Village.
Section IV IRB/AVSETPL/0272/2012 07.12.2012 AA/AMBD-VDDR/Q&M/087 11.01.2013Reviewed by IE and Consent given BA
3Borrow Area for use in Embankment.1) BA. No-1 CH-29+220 LHS, Kajipura Village.
Section I IRB/AVSETPL/0275/2012 10.12.2012 AA/AMBD-VDDR/Q&M/086 11.01.2013Reviewed by IE and Consent given BA
4 Design of Surface Sub Surface for Expressway AVBOT Project IRB/AVSETPL/442/2012 13.02.2013 AA/AMBD-VDDR/Q&M/167 19.03.2013Reviewed by IE and Consent given
5Concrete Mix Design of Grade M15 to M 40 With Ultratech OPC 53 Grade Cement, BASF Admixture, Mahi river Natural Sand & Othwad Quarry Aggregate
AVBOT Project IRB/AVSETPL/0297/2012 24.12.2012 AA/AMBD-VDDR/Q&M/088 11.01.2013Reviewed by IE and Consent given Concrete
6Concrete Mix Design of Grade M15 to M 40 With Ultratech OPC 53 Grade Cement, BASF Admixture, Orsang river Natural Sand & Othwad Quarry Aggregate
AVBOT Project IRB/AVSETPL/0279/2012 12.12.2012 AA/AMBD-VDDR/Q&M/065 28.12.2012Reviewed by IE and Consent given Concrete
7 GSB Mix Design with Othwad Quarry Aggregate AVBOT Project IRB/AVSETPL/0301/2012 26.12.2012 AA/AMBD-VDDR/Q&M/099 23.01.2013Reviewed by IE and Consent given GSB
8DBM Grade-2 Mix Design With Othwad Quarry, Bitumen (VG-30) BPCL,IOCL, HPCL. @Tudel Plant
AVBOT Project IRB/AVSETPL/0302/2012 26.12.2012 AA/AMBD-VDDR/Q&M/073 02.01.2013Reviewed by IE and Consent given DBM-2
9DBM Grade-2 Mix Design With Jeshapura & Timba Quarry, Bitumen (VG-30) BPCL,HPCL & IOCL.@Vasad Plant
AVBOT Project IRB/AVSETPL/311/2012 31.12.2012 AA/AMBD-VDDR/Q&M/082 10.01.2013Reviewed by IE and Consent given DBM-2
10 Mix Design of DBM Grade-2 Using Aggregete Othwad & Timba Quarry, Bitumen (VG-30) IOCL.
AVBOT Project IRB/AVSETPL/323/2013 04.01.2013AA/AMBD-VDDR/Q&M/081AA/AMBD-VDDR/Q&M/127
10.01.2013 18.02.2013
Reviewed by IE and Consent given DBM-2
11Mix Design of BC Grade-1 Using Aggregate Othwad Quarry, Bitumen PMB-40 OSNAR & HINCOL.@Tudel Plant
AVBOT Project IRB/AVSETPL/324/2013 04.01.2013 AA/AMBD-VDDR/Q&M/082 10.01.2013Reviewed by IE and Consent given BC-1
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
1 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
12Concrete Mix Design of Grade M-35, M-40 & M-40 Pile With Jaypee OPC 53 Grade Cement, BASF Admixture, Mahi river Natural Sand & Othwad Quarry
AVBOT Project IRB/AVSETPL/325/2013 04.01.2013 AA/AMBD-VDDR/Q&M/168 20.03.2013Reviewed by IE and Consent given Concrete
13Concrete Mix Design of Grade M15 to M 30 With Jaypee OPC 53 Grade Cement, BASF Admixture, Mahi river Natural Sand & Othwad Quarry Aggregate
AVBOT Project IRB/AVSETPL/325/2013 04.01.2013 AA/AMBD-VDDR/Q&M/168 20.03.2013Reviewed by IE and Consent given Concrete
14Concrete Mix Design of Grade M-35 Pile With Ultratech OPC 53 Grade Cement,BASF Admixture, Mahi river Natural Sand & Othwad Quarry Aggregate
AVBOT Project IRB/AVSETPL/328/2013 05.01.2013 AA/AMBD-VDDR/Q&M/090 12.01.2013Reviewed by IE and Consent given Concrete
15Trial Patch For DBM-2 HMP@ Ch:- 88+000 RHS Using Aggregate 10mm Othwad Quarry & 20mm, 6mm & Down Timba Quarry.@Vasad Plant
AVBOT Project IRB/AVSETPL/413/2013 02.02.2013 OK DBM-2,TP
16Borrow Area for use in Embankment.1) BA. No-7 CH-46+900 RHS, Palana Village.
Section II IRB/AVSETPL/356/2013 16.01.2013 AA/AMBD-VDDR/Q&M/095 22.01.2013Reviewed by IE and Consent given BA
17Borrow Area for use in Embankment.1) BA. No-6 CH- 46+900 RHS, Dantali Village.
Section II IRB/AVSETPL/357/2013 16.01.2013 AA/AMBD-VDDR/Q&M/096 22.01.2013Reviewed by IE and Consent given BA
18Borrow Area for use in Embankment, Subgrade, Shoulders and Median Filling.1) BA. No-5 CH-15+850 LHS, Gamdi Village.
Section I IRB/AVSETPL/358/2013 16.01.2013 AA/AMBD-VDDR/Q&M/097 22.01.2013Reviewed by IE and Consent given BA
19Mix Design of DBM Grade-1 Using Aggregate Othwad Quarry, Bitumen BPCL, HPCL & IOCL. @ Tundel Plant
AVBOT ProjectIRB/AVSETPL/420/2013IRB/AVSETPL/588/2013
06.02.201321.03.2013
AA/AMBD-VDDR/Q&M/145AA/AMBD-VDDR/Q&M/205
26.02.201302.04.2013
Reviewed by IE and Consent given DBM-1
20Borrow Area for use in Embankment, Subgrade, Shoulders and Median Filling.BA No-8 CH-36+410 LHS, (Khedai Village)
Section II IRB/AVSETPL/409/2013 02.02.2013 AA/AMBD-VDDR/Q&M/113 07.02.2013Reviewed by IE and Consent given BA
21Borrow Area for use in Embankment Filling.BA No-10 CH-26+260 LHS, (Samadra Village)
Section I IRB/AVSETPL/411/2013 02.02.2013 AA/AMBD-VDDR/Q&M/114 07.02.2013Reviewed by IE and Consent given BA
22Borrow Area for use in Embankment, Subgrade, Shoulders and Median Filling.BA No-11 CH-98+000 LHS, (Laljipura Village)
Section IV IRB/AVSETPL/407/2013 02.02.2013 AA/AMBD-VDDR/Q&M/115 07.02.2013Reviewed by IE and Consent given BA
2 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
23Borrow Area for use in Embankment, Subgrade, Shoulders and Median Filling.BA No-12 CH-110+000 RHS, (Vemali Village)
Section IV IRB/AVSETPL/406/2013 02.02.2013 AA/AMBD-VDDR/Q&M/117 07.02.2013Reviewed by IE and Consent given BA
24Borrow Area for use in Enbankment Filling.BA No-14 CH-12+300 RHS, (Aslali Village)
Section I IRB/AVSETPL/408/2013 02.02.2013 AA/AMBD-VDDR/Q&M/112 07.02.2013Reviewed by IE and Consent given BA
25Mix Design of BC Grade-1 Using Aggregate Timba & Othwad Quarry, Bitumen PMB-40 OSNAR Chemical.@Vasad Plant
AVBOT ProjectIRB/AVSETPL/412/2013IRB/AVSETPL/587/2013
02.02.201321.03.2013
AA/AMBD-VDDR/Q&M/138AA/AMBD-VDDR/Q&M/245
21.02.201318.04.2013
OK BC-1
26Borrow Area for use in Embankment, Subgrade, Shoulders and Median Filling.BA No-15 CH 11+300 LHS, (Gamdi Village)
Section I IRB/AVSETPL/410/2013 02.02.2013 AA/AMBD-VDDR/Q&M/116 07.02.2013Reviewed by IE and Consent given BA
27Concrete Mix Design of Grade M-15 to M-40 & M-45,M-50 Pile With Ultratech OPC 53 Grade Cement,Sika Admixture, Mahi river Natural Sand &
AVBOT Project IRB/AVSETPL/401/2013 02.02.2013 AA/AMBD-VDDR/Q&M/202 02.04.2013Reviewed by IE and Consent given Concrete
28Borrow Area for use in Embankment, Subgrade, Shoulders and Median Filling.BA No-9 CH-45+540 LHS, (Vansar Village)
Section II IRB/AVSETPL/431/2013 12.02.2013 AA/AMBD-VDDR/Q&M/133 18.02.2013Reviewed by IE and Consent given BA
29Borrow Area for use in Embankment &SubgradeBA No-18 CH-77+200 LHS, (Kherda Village)
Section IIIIRB/AVSETPL/433/2013IRB/AVSETPL/493/2013
12.02.2013 25.02.2013
AA/AMBD-VDDR/Q&M/132AA/AMBD-VDDR/Q&M/162
18.02.201313.03.2013
Reviewed by IE and Consent given BA
30Borrow Area for use in Embankment & SubgradeBA No-20 CH-38+600 RHS, (Matargaon Village)
Section IIIRB/AVSETPL/432/2013IRB/AVSETPL/492/2013
12.02.2013 25.02.2013
AA/AMBD-VDDR/Q&M/131AA/AMBD-VDDR/Q&M/161
18.02.201313.03.2013
Reviewed by IE and Consent given BA
31Concrete Mix Design of Grade M-45 & M-50 With Ultratech OPC 53 Grade Cement,BASF Admixture, Mahi river Natural Sand & Othwad Quarry Aggregate
AVBOT Project IRB/AVSETPL/514/2013 01.03.2013 AA/AMBD-VDDR/Q&M/169 20.03.2013Reviewed by IE and Consent given Concrete
32Concrete Mix Design of Grade M-15 to M-40 (Pile) M-45 & M-50 With Jaypee OPC 53 Grade Cement,Sika Admixture, Mahi river Natural Sand & Othwad Quarry
AVBOT Project IRB/AVSETPL/461/2013 19.02.2013 AA/AMBD-VDDR/Q&M/204 02.04.2013Reviewed by IE and Consent given Concrete
33Borrow Area for use in Embankment & Subgrade. BA No-21 CH-83+400 LHS , Inside lead 4.0 km , (Berda Village)
Section III IRB/AVSETPL/497/2013 25.02.2013 AA/AMBD-VDDR/Q&M/174 20.03.2013Reviewed by IE and Consent given BA
3 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
34Borrow Area for use in Embankment & Subgrade.BA No-26, CH-102+500 RHS , Inside lead 5.0 km ,(Ranli Village)
Section IV IRB/AVSETPL/499/2013 25.02.2013 AA/AMBD-VDDR/Q&M/158 13.03.2013Reviewed by IE and Consent given BA
35Borrow Area for use in Embankment & Subgrade.BA No-17 Ch-42+500 RHS, inside lead 3.0 km, (Undela Village)
Section II IRB/AVSETPL/494/2013 25.02.2013 AA/AMBD-VDDR/Q&M/155 13.03.2013Reviewed by IE and Consent given BA
36Borrow Area for use in Embankment.BA No-19 Ch-86+000 RHS, inside lead 3.5 km, (Adas Village)
Section III & IV IRB/AVSETPL/496/2013 25.02.2013 AA/AMBD-VDDR/Q&M/156 13.03.2013Reviewed by IE and Consent given BA
37Borrow Area for use in Embankment & Subgrade.BA-23 Ch-16+000 RHS, inside lead 5.0 km, (Naaz Village)
Section I IRB/AVSETPL/495/2013 25.02.2013 AA/AMBD-VDDR/Q&M/157 13.03.2013Reviewed by IE and Consent given BA
38Borrow Area for use in Embankment.BA-27 CH-50+000 RHS, inside lead 11.0 km, (Samaspur Village)
Section II IRB/AVSETPL/498/2013 25.02.2013 AA/AMBD-VDDR/Q&M/160 13.03.2013Reviewed by IE and Consent given BA
39Borrow Area for use in Embankment & Subgrade BA-22 CH-11+300 LHS, Inside lead 7.0 Km.(Gamdi Village)
Section I IRB/AVSETPL/513/2013 01.03.2013 AA/AMBD-VDDR/Q&M/159 13.03.2013Reviewed by IE and Consent given BA
40Mix Design of BM Grade-2 Using Aggregate Othwad Quarry, Bitumen BPCL, HPCL & IOCL. @ 55+000 RHS Tundel Plant.
AVBOT Project IRB/AVSETPL/878/2013 30.05.2013 AA/AMBD-VDDR/Q&M/415 11.06.2013Reviewed by IE and Consent given BM-2
41Borrow Area for use in Embankment BA- 29 CH-36+410 LHS, Inside Lead 4.0 km, (Kheda village)
Section II IRB/AVSETPL/593/2013 22.03.2013 AA/AMBD-VDDR/Q&M/196 28.03.2013Reviewed by IE and Consent given BA
42Borrow Area for use in Embankment & SubgradeBA-30 CH-79+620 LHS, Inside Lead 3.0 km, (Vagasi village)
Section III IRB/AVSETPL/592/2013 22.03.2013 AA/AMBD-VDDR/Q&M/194 28.03.2013Reviewed by IE and Consent given BA
43Borrow Area for use in Embankment & SubgradeBA-31 CH-74+300 LHS, Inside Lead 9.0 km, (Thronal village)
Section III IRB/AVSETPL/595/2013 22.03.2013 AA/AMBD-VDDR/Q&M/192 28.03.2013Reviewed by IE and Consent given BA
44Borrow Area for use in Embankment & SubgradeBA-32 CH-74+300 LHS, Inside Lead 15.0 km, (Kambipura village)
Section III IRB/AVSETPL/594/2013 22.03.2013 AA/AMBD-VDDR/Q&M/193 28.03.2013Reviewed by IE and Consent given BA
4 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
45WMM Mix Design Trial Patch with Othwad Quarry AggregateCH-55+000 LHS @ Tundel Plant.
AVBOT Project IRB/AVSETPL/617/2013 29.03.2013 AA/AMBD-VDDR/Q&M/232 13.04.2013Reviewed by IE and Consent given WMM
46Borrow Area for use in Embankment & SubgradeBA- 33 CH- 49+050 LHS, Inside Lead 2.0 km, (Jaroal village)
Section II IRB/AVSETPL/569/2013 16.03.2013 AA/AMBD-VDDR/Q&M/172 20.03.2013Reviewed by IE and Consent given BA
47Borrow Area for use in Embankment & SubgradeBA-34 CH- 67+000 LHS, Inside Lead 10.0 km, (Ajarpura village)
Section III IRB/AVSETPL/570/2013 16.03.2013 AA/AMBD-VDDR/Q&M/171 20.03.2013Reviewed by IE and Consent given BA
48Borrow Area for use in Embankment & SubgradeBA-35 CH-81+680 RHS, Inside Lead 2.5 km, (Vadod village)
Section III IRB/AVSETPL/571/2013 16.03.2013 AA/AMBD-VDDR/Q&M/170 20.03.2013Reviewed by IE and Consent given BA
49Borrow Area for use in Embankment & SubgradeBA-37 CH-46+900 RHS, Inside Lead 2.5 km, (Palana-2 village)
Section II IRB/AVSETPL/568/2013 16.03.2013 AA/AMBD-VDDR/Q&M/173 20.03.2013Reviewed by IE and Consent given BA
50M30grade RE Wall block.50% CA & 50% FAWith Ultra+ Mahi & Othwad.
AVBOT Project IRB/AVSETPL/585/2013 21.03.2013 AA/AMBD-VDDR/Q&M/201 28.03.2013Reviewed by IE and Consent given
ConcreteRE Block
51Concrete Mix Design of Grade (M15,M20,M20kerb,M25,M30,M35,M35Pile,M40,M40Pile,M45, M50.) With Ultra+BASF+ Sabarmati &
AVBOT Project IRB/AVSETPL/586/2013 21.03.2013 AA/AMBD-VDDR/Q&M/203 02.04.2013Reviewed by IE and Consent given Concrete
52Borrow Area for use in EmbankmenBA-38 CH-105+000 LHS, Inside Lead 5.0 km, (Siswa village)
Section IV IRB/AVSETPL/596/2013 22.03.2013 AA/AMBD-VDDR/Q&M/197 28.03.2013Reviewed by IE and Consent given BA
53Borrow Area for use in Embankment & SubgradeBA-39 CH-87+350 LHS, inside lead 1.1 km, (Dehnapura Village)
Section IV IRB/AVSETPL/583/2013 21.03.2013 AA/AMBD-VDDR/Q&M/195 28.03.2013Reviewed by IE and Consent given BA
54Trial patch of DBM 1 Using Aggregate Othwad Quarry, Bitumen BPCL, HPCL & IOCL of HMP@55+000 RHS With Othwad Quarry aggregate.
AVBOT Project IRB/AVSETPL/584/2013 21.03.2013 AA/AMBD-VDDR/Q&M/236 13.04.2013Reviewed by IE and Consent given DBM-1,TP
5 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
55
Mix Design of BC Grade-1 Using Aggregate 20 mm & 6 mm Down from Timba Quarry & 10 mm aggregate from Jeshapura Quarry.Binder PMB 40 of OSNAR & HINCOL. @ CH-88+000 RHS Vasad
AVBOT ProjectIRB/AVSETPL/590/2013IRB/AVSETPL/619/2013IRB/AVSETPL/676/2013
22.03.201329.03.201317.04.2013
AA/AMBD-VDDR/Q&M/190AA/AMBD-VDDR/Q&M/214
25.03.201306.04.2013
OK BC-1
56Borrow Area for use in EmbankmenBA No-4 CH-19+800 LHS , Inside lead 9.0km, (Mahij Village)
Section I IRB/AVSETPL/604/2013 23.03.2013 AA/AMBD-VDDR/Q&M/200 28.03.2013Reviewed by IE and Consent given BA
57Borrow Area for use in EmbankmenBA No-16 CH-12+000 RHS , Inside lead 0.7km, (Aslali Village)
Section I IRB/AVSETPL/603/2013 23.03.2013 AA/AMBD-VDDR/Q&M/199 28.03.2013Reviewed by IE and Consent given BA
58Borrow Area for use in EmbankmenBA No-36 CH-19+600 LHS , Inside lead 2.7km, (Bidaj Village)
Section I IRB/AVSETPL/602/2013 23.03.2013 AA/AMBD-VDDR/Q&M/198 28.03.2013Reviewed by IE and Consent given BA
59Trial Patch of BC 1 Using Aggregate 20 mm & 6 mm Down Timba Quarry, 10 mm aggregate Othwad quarryBinder PMB 40 of OSNAR.HMP @ 72+000 LHS.
AVBOT Project IRB/AVSETPL/605/2013 23.03.2013 OK BC-1,TP
60Trial Patch of DBM-2 Using Aggregate Othwad Quarry, Bitumen IOCL Vg-30. HMP @55+000 RHS.Tundel plant.
AVBOT Project IRB/AVSETPL/689/2013 19.04.2013 AA/AMBD-VDDR/Q&M/259 25.04.2013Reviewed by IE and Consent given DBM-2,TP
61GSB Mix DesignCh-93+000(LHS) Natural material (Mahi River) 50% with 40mm Aggregate 50% of Othwad Crusher.
Section IVIRB/AVSETPL/516/2013IRB/AVSETPL/782/2013
29.03.201314.05.2013
AA/AMBD-VDDR/Q&M/233AA/AMBD-VDDR/Q&M/376
13.04.201324.05.2013
Reviewed by IE and Consent given GSB
62Mix Design of BC Grade-1 Using Aggregate : 20 mm & 6 mm Down of Timba Quarry & 10 mm Of jeshapura Quarry
AVBOT ProjectIRB/AVSETPL/630/2013IRB/AVSETPL/654/2013
03.04.201306.04.2013
AA/AMBD-VDDR/Q&M/213AA/AMBD-VDDR/Q&M/229
04.04.201312.04.2013
OK BC-1
63Borrow area for Use in Embankment & Sub grade.BA No-40 CH-46+900 LHS, inside lead 3.5 km, (Dhegam Village)
Section II IRB/AVSETPL/999/2013 02.07.2013 AA/AMBD-VDDR/Q&M/488 06.07.2013Reviewed by IE and Consent given BA
64Borrow Area for use in Embankment & SubgradeBA No-41 CH-55+600 RHS (11.0 km from NH-8) Shinoladi Village
Section II IRB/AVSETPL/635/2013 04.04.2013 AA/AMBD-VDDR/Q&M/235 13.04.2013Reviewed by IE and Consent given BA
6 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
65Borrow Area for use in Embankment & SubgradeBA No- 42 CH- 77+200 LHS (4.0 km from NH-8) Chikodara Village
Section III IRB/AVSETPL/634/2013 04.04.2013 AA/AMBD-VDDR/Q&M/234 13.04.2013Reviewed by IE and Consent given BA
66Concrete Mix Design of PQC (M 40)Cement : Ultratech Cement OPC 53 GradeCoarse Aggregate : Othwad Quarry
AVBOT Project IRB/AVSETPL/632/2013 03.04.2013 AA/AMBD-VDDR/Q&M/231 12.04.2013Reviewed by IE and Consent given Concrete
67
Concrete Mix Design of DLCCement : Ultratech Cement OPC 53 GradeCoarse Aggregate : Othwad QuarryFine Aggregate : Mahi River.
AVBOT Project IRB/AVSETPL/631/2013 03.04.2013 AA/AMBD-VDDR/Q&M/230 12.04.2013
Reviewed by IE and Consent given
Concrete
68Mix Design of Filter Media Using material crushed GSB othwad quarry & natural sand
AVBOT ProjectIRB/AVSETPL/658/2013IRB/AVSETPL/692/2013IRB/AVSETPL/872/2013
10.04.201319.04.201330.05.2013
AA/AMBD-VDDR/Q&M/241AA/AMBD-VDDR/Q&M/261
17.04.201325.04.2013
Reviewed by IE and Consent given Filter Media
69Concrete Mix Design of Grade M-30 for RE wall block.Grade of concrete : M30 With Ultratech OPC 53 (75 %) 310Kg
AVBOT ProjectIRB/AVSETPL/722/2013IRB/AVSETPL/795/2013
25.04.201315.05.2013
AA/AMBD-VDDR/Q&M/295AA/AMBD-VDDR/Q&M/363
07.05.201322.05.2013
Source VisitConcreteRE Block
70Borrow Area for use in Embankmen.BA No-43 CH-36+300 RHS, (Matart 2 Village) Section II IRB/AVSETPL/688/2013 19.04.2013 AA/AMBD-VDDR/Q&M/260 25.04.2013
Reviewed by IE and Consent given BA
71Concrete Mix Design of M45 (for pile) with Ult OPC 53+ Mahi River+BASF Chemical
AVBOT Project IRB/AVSETPL/721/2013 25.04.2013 Concrete
72Borrow Area for use in Embankmen & Sub grade.BA No-44 CH-39+800 RHS inside lead 1.80 km, (Undela Village)
Section II IRB/AVSETPL/709/2013 24.04.2013 AA/AMBD-VDDR/Q&M/263 26.04.2013Reviewed by IE and Consent given BA
73Borrow Area for use in Embankmen & Sub grade. BA No-45 CH-55+600 RHS inside lead 11.00 km, (Allindra Village)
Section II IRB/AVSETPL/708/2013 24.04.2013 AA/AMBD-VDDR/Q&M/264 26.04.2013Reviewed by IE and Consent given BA
74Borrow Area for use in Embankmen & Sub grade.BA No-46 CH-89+900 LHS inside lead 3.50 km, (Anklawadi Village)
Section IV IRB/AVSETPL/719/2013 25.04.2013 AA/AMBD-VDDR/Q&M/268 29.04.2013Reviewed by IE and Consent given BA
75Borrow Area for use in Embankmen. BA No-47 CH-50+000 RHS inside lead 11.00 km, (Samaspur Village)
Section II IRB/AVSETPL/720/2013 25.04.2013 AA/AMBD-VDDR/Q&M/267 29.04.2013Reviewed by IE and Consent given BA
7 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
76Borrow Area for use in Embankmen & Sub grade. BA No-48 CH-67+000 LHS , Inside lead 22.00 Km, (Fhatepur Village)
Section III IRB/AVSETPL/746/2013 02.05.2013 AA/AMBD-VDDR/Q&M/296 07.05.2013Reviewed by IE and Consent given BA
77Borrow Area for use in Embankmen & Sub grade.BA No-49 CH-42+500 RHS , Inside lead 3.00 Km, (Undela Village)
Section II IRB/AVSETPL/745/2013 02.05.2013 AA/AMBD-VDDR/Q&M/294 07.05.2013Reviewed by IE and Consent given BA
78Borrow Area for use in Embankmen & Sub grade.BA No-50 CH-67+000 LHS, Inside Lead 20.0 km,(Kunjrav Village)
Section III IRB/AVSETPL/767/2013 08.05.2013 AA/AMBD-VDDR/Q&M/366 22.05.2013Reviewed by IE and Consent given BA
79Concrete Mix Design of Grade M-15 to M-50 With Ultratech Cement, SIKA India Pvt. Ltd. Admixture and Fine aggregate of Sabarmati River.
AVBOT Project IRB/AVSETPL/766/2013 08.05.2013 AA/AMBD-VDDR/Q&M/365 22.05.2013Reviewed by IE and Consent given Concrete
80Borrow Area for use in Embankmen & Sub grade.BA No-9A CH-41+540 LHS, 0.5 km inside lead (Vansar Village)
Section II IRB/AVSETPL/1000/2013 02.07.2013 AA/AMBD-VDDR/Q&M/489 06.07.2013Reviewed by IE and Consent given BA
81Borrow Area for use in Embankmen & Sub grade.BA No-52 CH-16+000 RHS, Inside Lead 4.0Km, (Naaz-2 Village)
Section I IRB/AVSETPL/822/2013 18.05.2013 AA/AMBD-VDDR/Q&M/375 24.05.2013Reviewed by IE and Consent given BA
82Concrete Mix Design of Grade M-30 for RE wall block.Cement : Ultratech OPC 53 grade 310 KgFly ash : Vanakbori power Plant. 65 Kg
AVBOT ProjectIRB/AVSETPL/794/2013IRB/AVSETPL/970/2013
15.05.201325.06.2013
AA/AMBD-VDDR/Q&M/364AA/AMBD-VDDR/Q&M/491
22.05.201308.07.2013
Reviewed by IE and Consent given
ConcreteRE Block
83Borrow Area for use in Embankmen & Sub grade.BA No- 53 CH-89+330 RHS , Inside lead 1.5Km,(Vadatalav Village)
Section IV IRB/AVSETPL/836/2013 23.05.2013 AA/AMBD-VDDR/Q&M/383 28.05.2013Reviewed by IE and Consent given BA
84Borrow Area for use in Embankmen & Sub grade.BA No-55 CH-95+850 LHS , Inside lead 3.00 Km, (Dodka Village)
Section IV IRB/AVSETPL/837/2013 23.05.2013 AA/AMBD-VDDR/Q&M/384 28.05.2013Reviewed by IE and Consent given BA
85Borrow Area for use in Embankmen & Sub grade. BA No-54 CH-25+850 LHS , Inside lead 4.4Km, (Pinglaj Village)
Section I IRB/AVSETPL/865/2013 28.05.2013 AA/AMBD-VDDR/Q&M/392 06.06.2013Reviewed by IE and Consent given BA
86Concrete Mix Design of Grade M-30 for RE wall block.Grade of concrete : M30Cement : Jaypee OPC 53 310 Kg
AVBOT ProjectIRB/AVSETPL/827/2013IRB/AVSETPL/970/2013
20.05.201325.06.2013
AA/AMBD-VDDR/Q&M/364AA/AMBD-VDDR/Q&M/491
22.05.201308.07.2013
Reviewed by IE and Consent given
ConcreteRE Block
8 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
Borrow Area for use RE Wall Backfill & Retaind FillCH 11+300 LHS Inside lead 6.0 km (Gamdi-2 Village)
Section I IRB/AVSETPL/864/2013 28.05.2013 AA/AMBD-VDDR/Q&M/406 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH 29+200 LHS Inside lead 4.50 km (Meshwo River)
Section I IRB/AVSETPL/864/2013 28.05.2013 AA/AMBD-VDDR/Q&M/406 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH 36+300 LHS Inside lead 11.0 km (Vatrak River)
Section II IRB/AVSETPL/864/2013 28.05.2013 AA/AMBD-VDDR/Q&M/406 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH 41+500 LHS Inside lead 0.5 km (Vansar Village)
Section II IRB/AVSETPL/864/2013 28.05.2013 AA/AMBD-VDDR/Q&M/406 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH 46+900 LHS Inside lead 3.5 km (Degam Village)
Section II IRB/AVSETPL/864/2013 28.05.2013 AA/AMBD-VDDR/Q&M/406 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH 55+600 LHS Inside lead 11.0 km (Shinoladi Village)
Section II IRB/AVSETPL/864/2013 28.05.2013 AA/AMBD-VDDR/Q&M/406 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH 56+000 LHS Inside lead 48.0 km (Jesapura Village)
Section Iii IRB/AVSETPL/864/2013 28.05.2013 AA/AMBD-VDDR/Q&M/406 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH-92+200 RHS, Inside Lead 2.0Km (Vasad Village)
Section VI IRB/AVSETPL/889/2013 03.06.2013 AA/AMBD-VDDR/Q&M/405 10.06.2013Reviewed by IE and Consent given
Backfill Material
Borrow Area for use RE Wall Backfill & Retaind FillCH-98+000 LHS Inside Lead 13.0 Km (Mahisagar River)
Section VI IRB/AVSETPL/889/2013 03.06.2013 AA/AMBD-VDDR/Q&M/405 10.06.2013Reviewed by IE and Consent given
Backfill Material
89Borrow Area for use in Embankmen & Sub grade.BA No-56 CH-110+000 LHS (1.5 km from NH-8) Vemali Village
Section IV IRB/AVSETPL/893/2013 03.06.2013 AA/AMBD-VDDR/Q&M/398 06.06.2013Reviewed by IE and Consent given BA
90Borrow Area for use in Embankmen.No-57 CH-25+580 RHS, Inside Lead 0.0Km.(Pinglej-2 Village) Suitable for Embankment (Section 1)
Section I IRB/AVSETPL/890/2013 03.06.2013 AA/AMBD-VDDR/Q&M/400 06.06.2013Reviewed by IE and Consent given BA
87
88
9 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
91Borrow Area for use in Embankmen & Sub grade.BA No29 A CH-36+410 LHS, Inside Lead 4.0 Km (Kheda Village
Section I IRB/AVSETPL/892/2013 03.06.2013 AA/AMBD-VDDR/Q&M/397 06.06.2013Reviewed by IE and Consent given BA
92Borrow Area for use in Embankmen.BA No-1-A CH-29+220 LHS, Inside Lead 2.5 km,(Kajipura Village)
Section I IRB/AVSETPL/891/2013 03.06.2013 AA/AMBD-VDDR/Q&M/399 06.06.2013Reviewed by IE and Consent given BA
93Borrow Area for use in Embankmen & Sub grade.BA No-59 CH-74+000 LHS, Inside Lead 12Km, (Kasor Village)
Section III IRB/AVSETPL/939/2013 15.06.2013 AA/AMBD-VDDR/Q&M/444 21.06.2013Reviewed by IE and Consent given BA
94Concrete Mix Design of Grade M-15 to M-50Cement : Jaypee OPC 53Coarse Aggregate : Othwad Quarry.
AVBOT Project IRB/AVSETPL/940/2013 15.06.2013 AA/AMBD-VDDR/Q&M/443 20.06.2013Reviewed by IE and Consent given Concrete
95Concrete Mix Design of Grade M-15 to M-50Cement : Ambuja OPC 53Coarse Aggregate : Othwad Quarry.
AVBOT Project IRB/AVSETPL/955/2013 18.06.2013 AA/AMBD-VDDR/Q&M/442 21.06.2013Reviewed by IE and Consent given Concrete
96Grade of Concrete : M15 to M 50Cement : Jaypee OPC 53 GradeCoarse Aggregate : Othwad Quarry
AVBOT Project IRB/AVSETPL/968/2013 24.06.2013 AA/AMBD-VDDR/Q&M/458 27.06.2013Reviewed by IE and Consent given Concrete
97Borrow Area for use in Embankmen & Sub grade.BA No-1B CH-29+220 LHS, 2.5 km inside lead, Kajipura Village.
Section I IRB/AVSETPL/998/2013 02.07.2013 AA/AMBD-VDDR/Q&M/487 06.07.2013Reviewed by IE and Consent given BA
98Borrow Area for use in Embankmen & Sub grade.BA No-35A CH-81+680 RHS, Inside Lead 2.5Km.(Vadod Village)
Section IV IRB/AVSETPL/1022/2013 09.07.2013 AA/AMBD-VDDR/Q&M/513 16.07.2013Reviewed by IE and Consent given BA
99
Grade of concrete : M15 to M50.Cement : Ultratech OPC 53 gradeAdmixture : Kunacon 37 SRFine Aggregate : Mahi RiverCoarse aggregate : Othwad Quarry
AVBOT Project Concrete
10 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
100
Grade of concrete : M15 to M 40.Cement : Ultratech OPC 53 GradeCoarse Aggregate : Othwad Quarry.Fine Aggregate : Mahi River.Admixture : Sunplast Super QC-2610. Mfg
AVBOT Project Concrete
101
Grade of concrete : M 15 to M 45Cement : Ultratech OPC 53 GradeAdmixture : Masterpolyheed 8980 A product of BSAF India Ltd.Coarse Aggregate : Othwad QuarryFine Aggregate : Mahi river
AVBOT Project IRB/AVSETPL/1076/2013 20.07.2013 AA/AMBD-VDDR/Q&M/546 25.07.2013
Reviewed by IE and Consent given
Concrete
102Grade of concrete : M 15 to M 50Cement : Sidhee OPC 53 GradeAdmixture : Sikament 581 LT20/1 A product of SIKA
AVBOT Project IRB/AVSETPL/1101/2013 31.07.2013 AA/AMBD-VDDR/Q&M/586 08.08.2013Reviewed by IE and Consent given Concrete
103Grade of concrete : M 15 to M 50Cement : Sidhee OPC 53 GradeAdmixture : Sikament 581 LT20/1 A product of SIKA
AVBOT Project IRB/AVSETPL/1191/2013 26.08.2013 AA/AMBD-VDDR/Q&M/660 30.08.2013Reviewed by IE and Consent given Concrete
104Borrow Area use for RE Wall Backfill materialCh. 78+500 RHs inside lead 17 km. Verakhadi Village
Section III IRB/AVSETPL/1208/2013 28.08.2013 AA/AMBD-VDDR/Q&M/676 05.09.2013Reviewed by IE and Consent given
Backfill Material
105Borrow Area for use in Embankmen & Sub grade.BA No-43 A CH-36+300 RHS, Inside lead 2.0 Km. Matar Villgae
Section II IRB/AVSETPL/1201/2013 27.08.2013 AA/AMBD-VDDR/Q&M/661 30.08.2013Reviewed by IE and Consent given BA
106Borrow Area for use in RE Wall Backfill & Retained Fill.BA No-60 CH-78+500 RHS, Inside lead 17.0 Km. Verakhadi Villgae
Section III IRB/AVSETPL/1208/2013 28.08.2013 AA/AMBD-VDDR/Q&M/676 05.09.2013
Reviewed by IE and Consent given
BA
107
Grade of concrete : M-30 (RE Wall Block) Cement : Ultratech/Jaypee OPC 53 gradeFine Aggregate : Mahi RiverCoarse aggregate : Othwad Quarry
AVBOT Project IRB/AVSETPL/1325/2013 01.10.2013 AA/AMBD-VDDR/Q&M/761 08.10.2013
Reviewed by IE and Consent given
Concrete
11 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
108 Sumbmission of Mix Design of Grout Master Roc FLC AVBOT ProjectIRB/AVSETPL/1326/2013IRB/AVSETPL/1533/2013
01.10.201305.11.2013
AA/AMBD-VDDR/Q&M/764AA/AMBD-VDDR/Q&M/891
10.10.201328.11.2013
Reviewed by IE and Consent given
Grout
109Borrow Area for use in Embankmen & Sub grade.BA No-63 CH-89+700 LHS, Inside lead 10.5 Km. Sarsa Villgae
Section IV IRB/AVSETPL/1330/2013 02.10.2013 AA/AMBD-VDDR/Q&M/760 08.10.2013
Reviewed by IE and Consent given
BA
110Borrow Area use for RE Wall Backfill materialCh. 16+000 RHS inside lead 5.0 km. Naaz Village
Section I IRB/AVSETPL/1360/2013 07.10.2013 AA/AMBD-VDDR/Q&M/789 19.10.2013
Reviewed by IE and Consent given Backfill
Material
111Borrow Area use for RE Wall Backfill materialCh-102+500 RHS, Inside lead 5.0 km Ranoli Village & Ch-98+000 LHS Inside lead 13 km Mahi River
Section IV IRB/AVSETPL/1364/2013 08.10.2013 AA/AMBD-VDDR/Q&M/772 11.10.2013
Reviewed by IE and Consent given Backfill
Material
112Borrow Area use for RE Wall Backfill materialCh. 110+000 RHS Inside lead 1.5 km. Vemali Village & Ch-98+000 LHS, Inside lead 13 km Mahi River.
Section IV IRB/AVSETPL/1364/2013 08.10.2013 AA/AMBD-VDDR/Q&M/772 11.10.2013
Reviewed by IE and Consent given Backfill
Material
113Borrow Area use for RE Wall Backfill materialCh. 77+500 LHS inside lead 20.0 km. Kherda Village
Section III IRB/AVSETPL/1401/2013 17.10.2013 AA/AMBD-VDDR/Q&M/794 21.10.2013
Reviewed by IE and Consent given Backfill
Material
114
( ),Cement : Ultratech OPC 53 gradeAdmixture : Masterpolyhead 8980 (BASF India Ltd).Fine Aggregate : Mahi RiverCoarse aggregate : Othwad Quarry
AVBOT Project IRB/AVSETPL/1418/2013 19.10.2013 AA/AMBD-VDDR/Q&M/822 26.10.2013
Reviewed by IE and Consent given
Concrete
12 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
115Borrow Area use for RE Wall Backfill materialCh. 36+400 RHS inside lead 5.5 km. Kheda Village & Ch-35+000 RHS Vatrak River
Section II IRB/AVSETPL/1419/2013 19.10.2013 AA/AMBD-VDDR/Q&M/821 26.10.2013
Reviewed by IE and Consent given Backfill
Material
116
Cement : Wonder OPC 53 gradeAdmixture : Masterpolyhead 8980 (BASF Lndia Ltd)Fine Aggregate : Mahi RiverCoarse aggregate : Othwad Quarry
AVBOT Project IRB/AVSETPL/1420/2013 19.10.2013 AA/AMBD-VDDR/Q&M/824 26.10.2013
Reviewed by IE and Consent given
Concrete
117Grade of concrete : M15 to M50.Cement : Jaypee OPC 53 gradeAdmixture : Masterpolyhead 8980 (BASF Lndia Ltd)
AVBOT Project IRB/AVSETPL/1421/2013 19.10.2013 AA/AMBD-VDDR/Q&M/823 26.10.2013Reviewed by IE and Consent given Concrete
118Mix Design of DBM Grade-1 Using Aggregate Timba & Jeshapura Quarry, Bitumen BPCL, HPCL & IOCL. @ Samarkha (72+000 LHS) Plant
AVBOT Project IRB/AVSETPL/1453/2013 28.10.2013 AA/AMBD-VDDR/Q&M/870 14.11.2013Reviewed by IE and Consent given DBM-1
119Borrow Area for use in Embankmen & Sub grade.BA No-62 CH-86+000 RHS, Inside lead 3.5 Km. Adas Villgae
Section IV IRB/AVSETPL/1525/2013 21.11.2013 AA/AMBD-VDDR/Q&M/884 26.11.2013Reviewed by IE and Consent given BA
120Borrow Area for use in Embankmen & Sub grade.BA No-61 CH-36+400 LHS, Inside lead 5.5 Km. Kheda Villgae
Section II IRB/AVSETPL/1524/2013 21.11.2013 AA/AMBD-VDDR/Q&M/887 26.11.2013Reviewed by IE and Consent given BA
121Borrow Area for use in Embankmen & Sub grade.BA No-65 CH-98+000 RHS, Inside lead 4.0 Km. Sakariyapura Villgae
Section IV IRB/AVSETPL/1498/2013 13.11.2013 AA/AMBD-VDDR/Q&M/885 26.11.2013Reviewed by IE and Consent given BA
122Borrow Area for use in Embankmen & Sub grade.BA No-66 CH-42+600 RHS, Inside lead 5.0 Km. Antroli Villgae
Section II IRB/AVSETPL/1515/2013 16.11.2013 AA/AMBD-VDDR/Q&M/886 26.11.2013Reviewed by IE and Consent given BA
123Borrow Area for use in Embankmen & Sub grade.BA No-64 CH-47+000 RHS, Inside lead 17.0 Km. Bhadkad Villgae
Section II IRB/AVSETPL/1539/2013 27.11.2013 AA/AMBD-VDDR/Q&M/894 30.11.2013Reviewed by IE and Consent given BA
124Grade of concrete : M15 to M50.Cement : Wonder OPC 53 gradeAdmixture : Sikament 581 LT20/1 (SIKA India Pvt.Ltd)
AVBOT Project IRB/AVSETPL/1540/2013 27.11.2013 AA/AMBD-VDDR/Q&M/893 30.11.2013Reviewed by IE and Consent given Concrete
13 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
125GSB Mix DesignExisting GSB material 70% with Crushed GSB 30% of Othwad Crusher.
Section IV IRB/AVSETPL/1541/2013 27.11.2013 AA/AMBD-VDDR/Q&M/895 30.11.2013Reviewed by IE and Consent given GSB
126Borrow Area for use in Embankmen & Sub grade.BA No-67 CH-42+500 RHS, Inside lead 17.0 Km. Utal Villgae
Section II IRB/AVSETPL/1565/2013 02.12.2013 AA/AMBD-VDDR/Q&M/910 07.12.2013Reviewed by IE and Consent given BA
127Borrow Area for use in Embankmen & Sub grade.BA No-68 CH-45+080 LHS, Inside lead 2.8 Km. Haijerabad Villgae
Section II IRB/AVSETPL/1575/2013 04.12.2013 AA/AMBD-VDDR/Q&M/912 07.12.2013Reviewed by IE and Consent given BA
128Borrow Area for use in Embankmen & Sub grade.BA No-62A CH-86+000 RHS, Inside lead 3.5 Km. Adas Villgae
Section IV IRB/AVSETPL/1574/2013 04.12.2013 AA/AMBD-VDDR/Q&M/911 07.12.2013Reviewed by IE and Consent given BA
129Borrow Area for use in Embankmen & Sub grade.BA No-69 CH-52+700 LHS, Inside lead 9.0 Km. Bhilodara Villgae
Section II IRB/AVSETPL/1589/2013 07.12.2013 AA/AMBD-VDDR/Q&M/926 12.12.2013Reviewed by IE and Consent given BA
130 Sumbmission of Mix Design of Grout Cebex 100 AVBOT Project IRB/AVSETPL/1590/2013 07.12.2013 AA/AMBD-VDDR/Q&M/932 16.12.2013Reviewed by IE and Consent given Grout
131Borrow Area for use in Embankment.BA No-72 CH-77+500 LHS, Inside lead 7.5 Km. Bedva Villgae
Section IIIIRB/AVSETPL/1585/2013IRB/AVSETPL/1634/2013
06.12.201317.12.2013
AA/AMBD-VDDR/Q&M/911 12.12.2013Resubmite with
correct RFIBA
132Borrow Area use for RE Wall Backfill materialCh. 55+600 RHS inside lead 13.5 km. Allindra Village
Section II IRB/AVSETPL/1607/2013 10.12.2013 AA/AMD-VDDR/Q&M/929 16.12.2013Reviewed by IE and Consent given
Backfill Material
133Borrow Area use for RE Wall Backfill materialCh. 36+000 LHS inside lead 5.5 km. Kheda Village
Section II IRB/AVSETPL/1625/2013 13.12.2013 AA/AMD-VDDR/Q&M/945 20.12.2013Reviewed by IE and Consent given
Backfill Material
134Borrow Area for use in Embankment/Sub Grade/Median FillingBA No-70 CH-83+100 LHS, Inside lead 1.5 Km. Bedva
Section IV IRB/AVSETPL/1624/2013 13.12.2013 AA/AMD-VDDR/Q&M/946 20.12.2013Reviewed by IE and Consent given BA
135Borrow Area for use in Embankment/Sub Grade/Median FillingBA No-71 CH-29+200 RHS, Inside lead 1.5 Km. Vadala
Section I IRB/AVSETPL/1623/2013 13.12.2013 AA/AMD-VDDR/Q&M/947 20.12.2013Reviewed by IE and Consent given BA
14 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
136Borrow Area use for RE Wall Backfill materialCh. 16+000 RHS inside lead 6.0 km. Giramtha Village
Section I IRB/AVSETPL/1650/2013 19.12.2013 AA/AMD-VDDR/Q&M/956 24.12.2013Reviewed by IE and Consent given
Backfill Material
137Borrow Area N-74 use for EMB/SUB materialCh. 16+000 RHS inside lead 6.0 km. Giramtha Village
Section I IRB/AVSETPL/1669/2013 23.12.2013 AA/AMD-VDDR/Q&M/965 27.12.2013Reviewed by IE and Consent given BA
138Borrow Area No-75 use for EMB/SUB materialCh. 55+600 RHS inside lead 13.5 km. Shinoladi (Dulsurpura) Village
Section II IRB/AVSETPL/1693/2013 30.12.2013 AA/AMD-VDDR/Q&M/980 02.01.2014Reviewed by IE and Consent given BA
139Borrow Area No-76 use for EMB/SUB materialCh. 55+600 RHS inside lead 13.5 km. Shinoladi Village
Section II IRB/AVSETPL/1693/2013 30.12.2013 AA/AMD-VDDR/Q&M/980 02.01.2014Reviewed by IE and Consent given BA
140Borrow Area No-73 use for EMB/SUB materialCh. 52+700 LHS inside lead 13.0 km. Devkivansol Village
Section II IRB/AVSETPL/1697/2013 01.01.2014 AA/AMD-VDDR/Q&M/989 03.01.2014Reviewed by IE and Consent given BA
141Borrow Area No-62B use for EMB/SUB materialCh. 86+000 RHS inside lead 3.5 km. Adas Village
Section IV IRB/AVSETPL/1700/2013 01.01.2014 AA/AMD-VDDR/Q&M/990 03.01.2014Reviewed by IE and Consent given BA
142Borrow Area No-78 use for EMB/SUB materialCh. 86+980 RHS inside lead 8.0 km. Napad Village
Section IV IRB/AVSETPL/1700/2013 01.01.2014 AA/AMD-VDDR/Q&M/990 03.01.2014Reviewed by IE and Consent given BA
143Borrow Area use for RE Wall Backfill materialCh. 98+000 RHS , Inside Lead 4.0 Km Sakariyapura Village
Section IV IRB/AVSETPL/1707/2014 02.01.2014 AA/AMD-VDDR/Q&M/999 08.01.2014Reviewed by IE and Consent given BA
144Borrow Area use for RE Wall Backfill material Ch. 89+700, 10.5 km Lead, Sarsa Village (80%) & Ch 98+000 LHS Inside Lead 13.0 Km Mahisagar River
Section IV IRB/AVSETPL/1708/2014 02.01.2014 AA/AMD-VDDR/Q&M/1000 08.01.2014Reviewed by IE and Consent given BA
145Borrow Area No-80 use for EMB/SUB materialCh. 88+500 LHS inside lead 2.0 km. Rajupura Village
Section IV IRB/AVSETPL/1720/2014 04.01.2014 AA/AMD-VDDR/Q&M/1001 08.01.2014Reviewed by IE and Consent given BA
146Borrow Area use for RE Wall Backfill materialCh. 19+500 RHS , Inside Lead 8.0 Km Vasai Village
Section I IRB/AVSETPL/1729/2014 07.01.2014 AA/AMD-VDDR/Q&M/1020 10.01.2014Reviewed by IE and Consent given BA
15 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
147Borrow Area use for RE Wall Backfill materialCh. 19+500 RHS , Inside Lead 7.0 Km Vasai Village-2
Section I IRB/AVSETPL/1729/2014 07.01.2014 AA/AMD-VDDR/Q&M/1020 10.01.2014Reviewed by IE and Consent given BA
148Borrow Area No-1C use for EMB materialCh. 29+220 LHS inside lead 2.5 km. kajipura Village
Section I IRB/AVSETPL/1732/2014 07.01.2014 AA/AMD-VDDR/Q&M/1019 10.01.2014Reviewed by IE and Consent given BA
149Borrow Area No-82 use for EMB/SUB materialCh. 19+500 LHS inside lead 8.0 km. Vasai Village
Section I IRB/AVSETPL/1732/2014 07.01.2014 AA/AMD-VDDR/Q&M/1019 10.01.2014Reviewed by IE and Consent given BA
150Borrow Area No-79 use for EmbankmentCh. 42+500 LHS inside lead 3.5 km. Anthroli Village
Section II IRB/AVSETPL/1745/2014 13.01.2014 AA/AMD-VDDR/Q&M/1068 25.01.2014Reviewed by IE and Consent given BA
151Borrow Area No-83 use for EMB/SUB materialCh. 19+500 RHS inside lead 7.0 km. Vasai Village-2
Section I IRB/AVSETPL/1746/2014 13.01.2014 AA/AMD-VDDR/Q&M/1069 25.01.2014Reviewed by IE and Consent given BA
152Grade of concrete : M15 to M50.Cement : Jaypee OPC 53 gradeAdmixture : Masterpolyheed 8980 (BASF India Pvt.Ltd)
AVBOT Project IRB/AVSETPL/1747/2014 13.01.2014 AA/AMD-VDDR/Q&M/1073 27.01.2014Reviewed by IE and Consent given Concrete
153Borrow Area No-84 use for EMB materialCh. 36+400 LHS inside lead 7.0 km. Kheda Village
Section II IRB/AVSETPL/1748/2014 13.01.2014 AA/AMD-VDDR/Q&M/1067 25.01.2014Reviewed by IE and Consent given BA
154Borrow Area No-86 use for EMB/SUB materialCh. 82+500 RHS inside lead 0.5 km. Vadod Village
Section IV IRB/AVSETPL/1763/2014 17.01.2014 AA/AMD-VDDR/Q&M/1070 25.01.2014Reviewed by IE and Consent given BA
155Borrow Area No-77 use for EMB/SUB materialCh. 63+250 LHS inside lead 24.0 km. Fhatepura Village
Section III IRB/AVSETPL/1762/2014 17.01.2014 AA/AMD-VDDR/Q&M/1072 27.01.2014Reviewed by IE and Consent given BA
156Borrow Area No-81 use for EMB/SUB materialCh. 67+000 LHS inside lead 24.0 km. Uthakhari Village
Section III IRB/AVSETPL/1772/2014 17.01.2014 AA/AMD-VDDR/Q&M/1071 25.01.2014Reviewed by IE and Consent given BA
157Borrow Area No-85 use for EMB/SUB materialCh. 77+500 LHS inside lead 20.5 km. Devrangpura Village
Section III IRB/AVSETPL/1793/2014 24.01.2014 AA/AMD-VDDR/Q&M/1074 27.01.2014Reviewed by IE and Consent given BA
16 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
158Submission of natural GSB: i) CH-77+500 LHS,Inside lead 21.0 km Khanpura Village, Mahi River & ii) CH-77+500 LHS, Inside lead 23.0 km Pratpura Village, Mahi
Section IIIIRB/AVSETPL/1802/2014IRB/AVSETPL/2003/2014IRB/AVSETPL/2166/2014
24.01.201418.03.201428.04.2014
AA/AMD-VDDR/Q&M/1169AA/AMD-VDDR/Q&M/1238
24.02.201425.03.2014
required Documents Submitted
GSB
159Submission of documents of Review of Bituminous Concrete Grade-1 Mix Design
AVBOT Project IRB/AVSETPL/1807/2014 27.01.2014 AA/AMD-VDDR/Q&M/1112 06.02.2014Reviewed by IE and Consent given BC
160Borrow Area No-62C use for EMB/SUB materialCh. 86+000 RHS inside lead 3.5 km. Adas Village
Section IV IRB/AVSETPL/1830/2014 31.01.2014 AA/AMD-VDDR/Q&M/1103 04.02.2014Reviewed by IE and Consent given BA
161Submission of Concrete Mix DesignGrade of concrete : M15 to M50.Cement : Ultratech OPC 53 grade
AVBOT Project IRB/AVSETPL/1831/2014 31.01.2014 AA/AMD-VDDR/Q&M/1105 04.02.2014Reviewed by IE and Consent given Concrete
162Borrow Area No-1D use for EMB/SUB materialCh. 29+220 LHS inside lead 2.5 km. Kajipura Village
Section I IRB/AVSETPL/1865/2014 10.02.2014 AA/AMD-VDDR/Q&M/1146 19.02.2014Reviewed by IE and Consent given BA
163Borrow Area No-87 use for EMB/SUB materialCh. 49+050 LHS inside lead 4.0 km. Degam Village-2
Section II IRB/AVSETPL/1867/2014 10.02.2014 AA/AMD-VDDR/Q&M/1145 19.02.2014Reviewed by IE and Consent given BA
164Borrow Area use for RE Wall Backfill materialCh. 42+500 RHS , Inside Lead 0.5 Km Radhvanaj Village
Section II IRB/AVSETPL/1866/2014 10.02.2014 AA/AMD-VDDR/Q&M/1144 19.02.2014Reviewed by IE and Consent given
Backfill Material
165Borrow Area use for RE Wall Backfill materialCh. 16+000 RHS , Inside Lead 5.5 Km Naaz-3 Village
Section I IRB/AVSETPL/1884/2014 14.02.2014 AA/AMD-VDDR/Q&M/1156 21.02.2014Reviewed by IE and Consent given
Backfill Material
166Borrow Area No-88 use for EMB/SUB materialCh. 67+000 LHS inside lead 25.0 km.Heranj Village
Section III IRB/AVSETPL/1885/2014 14.02.2014 AA/AMD-VDDR/Q&M/1154 21.02.2014Reviewed by IE and Consent given BA
167Submission of Concrete Mix DesignGrade of concrete : M15 to M50.Cement : Sidhee OPC 53 grade
AVBOT ProjectIRB/AVSETPL/1888/2014IRB/AVSETPL/1985/2014
14.02.201410.03.2014
AA/AMD-VDDR/Q&M/1160AA/AMD-VDDR/Q&M/1216
22.02.201414.03.2014
Reviewed by IE and Consent given Concrete
168Borrow Area use for RE Wall Backfill materialCH-16+000 RHS, Inside Lead 8.0 Km, Giramtha Village
Section I IRB/AVSETPL/1886/2014 14.02.2014 AA/AMD-VDDR/Q&M/1157 21.02.2014Reviewed by IE and Consent given
Backfill Material
17 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
169Borrow area no 89, Ch 52+700 LHS Inside lead 16.5 Km. Vansol (Sanda) Village.Suitable for Embankment.
Section II IRB/AVSETPL/1914/2014 19.02.2014 AA/AMD-VDDR/Q&M/1155 21.02.2014Reviewed by IE and Consent given BA
170Submission of Concrete Mix DesignGrade of concrete : M15 to M50Cement : JK Lakshmi OPC 53 Grade.
AVBOT Project IRB/AVSETPL/1917/2014 20.02.2014 AA/AMD-VDDR/Q&M/1161 22.02.2014Reviewed by IE and Consent given Concrete
171Submission of orrow area no 90, CH-16+000 RHS, Inside Lead 8.0 Km, Giramtha Village. Suitable for Embankment/Subgrade & Median filling
Section I IRB/AVSETPL/1926/2014 21.02.2014 AA/AMD-VDDR/Q&M/1186 01.03.2014Reviewed by IE and Consent given BA
172Borrow Area use for RE Wall Backfill materialCh. 77+500 LHS, Inside lead 21.0 km Kherda Village-2
Section II IRB/AVSETPL/1938/2014 24.02.2014 AA/AMD-VDDR/Q&M/1185 01.03.2014Reviewed by IE and Consent given
Backfill Material
173Submission of Concrete Mix DesignGrade of concrete : M15 to M50Cement : JK Lakshmi OPC 53 Grade.
AVBOT Project IRB/AVSETPL/1937/2014 24.02.2014 AA/AMD-VDDR/Q&M/1184 01.03.2014Reviewed by IE and Consent given Concrete
174Borrow area no 73A, CH-52+700 LHS, Inside Lead 13.9 Km, Devkivansol Village. Suitable for Embankment/Subgrade & Median filling
Section II IRB/AVSETPL/1942/2014 25.02.2014 AA/AMD-VDDR/Q&M/1187 01.03.2014Reviewed by IE and Consent given BA
175Submission of GSB Mix Design with Natural GSB from Mahi River 60% & Crushed GSB from Othwad Quarry 40%.
Section IVIRB/AVSETPL/1944/2014IRB/AVSETPL/2165/2014
25.02.201428.04.2014
AA/AMD-VDDR/Q&M/1183 01.03.2014required
Documents Submitted
GSB
176Submission of Borrow Area no 91, Ch 16+000 RHS, Inside Lead 5.5 Km, Naaz 3 Village Suitable for Embankment Subgrade & median filling
Section I IRB/AVSETPL/1996/2014 18.03.2014 AA/AMD-VDDR/Q&M/1227 24.03.2014Reviewed by IE and Consent given BA
177Submission of Borrow Area no 92, Ch 77+500 LHS, Inside Lead 21.0 Km, Kherda Village Village Suitable for Embankment Subgrade & median filling
Section III IRB/AVSETPL/1984/2014 10.03.2014 AA/AMBD-VDDR/Q&M/1215 14.03.2014Reviewed by IE and Consent given BA
178Borrow Area use for RE Wall Backfill materialCh. 36+300 RHS inside lead 1.0 km. Vatrak River
Section I IRB/AVSETPL/1983/2014 10.03.2014 AA/AMBD-VDDR/Q&M/1214 14.03.2014Reviewed by IE and Consent given
Backfill Material
179Borrow Area use for RE Wall Backfill materialCh. 52+700 LHS inside lead 13.9 km. Devki Vansol Village
Section II IRB/AVSETPL/1983/2014 10.03.2014 AA/AMBD-VDDR/Q&M/1214 14.03.2014Reviewed by IE and Consent given
Backfill Material
18 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
180Borrow Area use for RE Wall Backfill materialCh. 27+600 LHS inside lead 1.5 km. Goblej Village
Section I IRB/AVSETPL/1991/2014 12.03.2014 AA/AMBD-VDDR/Q&M/1218 15.03.2014Reviewed by IE and Consent given
Backfill Material
181Submission of Concrete Mix DesignGrade of concrete : M15 to M50Cement : JK Lakshmi OPC 53 Grade.
AVBOT Project IRB/AVSETPL/1997/2014 18.03.2014 AA/AMBD-VDDR/Q&M/1230 24.03.2014Reviewed by IE and Consent given Concrete
182Submission of Borrow Area no 29B, Ch 36+410 LHS, Inside Lead 4.0 Km ,Kheda Village Suitable for Embankment Subgrade & median filling
Section II IRB/AVSETPL/2006/2014 18.03.2014 AA/AMD-VDDR/Q&M/1228 24.03.2014Reviewed by IE and Consent given BA
183Submission of Borrow Area no 93,Ch 13+500 RHS Inside Lead 0.5 Km from NE-1 Harniyav Village. Suitable for Embankment Subgrade & median filling
NE 1 IRB/AVSETPL/2007/2014 18.03.2014 AA/AMBD-VDDR/Q&M/1234 24.03.2014Reviewed by IE and Consent given BA
184Submission of Concrete Mix DesignGrade of concrete : M15 to M50Cement : JK Lakshmi OPC 53 Grade.
AVBOT Project IRB/AVSETPL/2005/2014 18.03.2014 AA/AMBD-VDDR/Q&M/1229 24.03.2014Reviewed by IE and Consent given Concrete
185Submission of Borrow Area no 96, Ch 03+600 LHS, Inside Lead 6.0 Km from NE-1, Mehamdapura Village. Suitable for Embankment Subgrade & median filling
NE 1 IRB/AVSETPL/2031/2014 26.03.2014 AA/AMBD-VDDR/Q&M/1264 07.04.2014Reviewed by IE and Consent given BA
186Submission of Borrow Area no 95, Ch-27+600 LHS, Inside Lead 1.5 Km ,Goblej Village. Suitable for Embankment, Subgrade & Median Filling.
Section I IRB/AVSETPL/2033/2014 26.03.2014 AA/AMBD-VDDR/Q&M/1266 07.04.2014Reviewed by IE and Consent given BA
187Submission of Borrow Area no 94, Ch-77+500 LHS, Inside Lead 22.0 Km ,Kherda Village BA.2. Suitable for Embankment.
Section III IRB/AVSETPL/2032/2014 26.03.2014 AA/AMBD-VDDR/Q&M/1265 07.04.2014Reviewed by IE and Consent given BA
188DBM Grade-2 Mix Design With Othwad Quarry, Bitumen (VG-30) BPCL,IOCL, HPCL. @Vasad Plant
AVBOT Project IRB/AVSETPL/2048/2014 29.03.2014 AA/AMBD-VDDR/Q&M/1275 09.04.2014Reviewed by IE and Consent given DBM-2
189Mix Design of BC Grade-1 Using Aggregate Othwad Quarry, Bitumen PMB-40 OSNAR & HINCOL.@Vasad Plant
AVBOT Project IRB/AVSETPL/2047/2014 29.03.2014 AA/AMBD-VDDR/Q&M/1276 09.04.2014Reviewed by IE and Consent given BC-1
190Submission of Concrete Mix DesignGrade of concrete : M15 to M50Cement : Sidhee OPC 53 Grade.
AVBOT Project IRB/AVSETPL/2061/2014 04.04.2014 AA/AMBD-VDDR/Q&M/1268 09.04.2014Reviewed by IE and Consent given Concrete
19 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'E'Source Approval of Material
Sr. No. Design Description Intended to Used IRB Letter No Date IE Letter No Date Status Remark's
NATIONAL HIGHWAYS AUTHORITY OF INDIA Ministry of Road Transport & Highways (MoRT&H)
Six Laning of Ahmedabad to Vadodara Section of NH-8 from Km. 6.400 to km 108.700 (Length Km. 102.300km) in State of Gujarat and Improvement of Existing Ahmedabad Vadodara Expressway from 0.000 to km 93.302 in the state of Gujarat (Length 93.302 km) under NHDP Phase-V Design Built Finance Operate Transfer (DBFOT) Toll basis
EPC Contractor : MRM Pvt Ltd Quality Control Engineer IE: Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.
STATUS OF REVIEWED/CONSENT BY IE FOR CONSTRUCTION MATERIALS
191 WMM Mix Design with Jeshapura Quarry Aggregate AVBOT Project IRB/AVSETPL/2098/2014 15.04.2014 AA/AMBD-VDDR/Q&M/1290 19.04.2014Reviewed by IE and Consent given WMM
192WMM Mix Design Trial Patch with Othwad Quarry AggregateCH-55+000 LHS @ Tundel Plant.
AVBOT Project IRB/AVSETPL/2122/2014 15.04.2014 WMM
193DBM Grade-1 Mix Design With Othwad Quarry, Bitumen (VG-30) BPCL,IOCL, HPCL. @Vasad Plant
AVBOT Project IRB/AVSETPL/2121/2014 15-04-2014 AA/AMBD-VDDR/Q&M/1292 21.04.2014Reviewed by IE and Consent given DBM-1
194Submission of Borrow are no -97, Ch-42+500 RHS,Inside lead 0.5 km, Radhavanaj Village. Suitable for Embankment/Subgrade & Median Filing
Section II IRB/AVSETPL/2128/2014 17.04.2014 AA/AMBD-VDDR/Q&M/1298 23.04.2014Reviewed by IE and Consent given BA
195Submission of Borrow are no -98, Ch-9+220 LHS,Inside lead 1.0 km, Vatva Village. Suitable for Embankment/Subgrade & Median Filing
Section I IRB/AVSETPL/2159/2014 25.04.2014 BA
196Submission of Borrow are no -99, Ch-16+000 RHS,Inside lead 8.0 km, Oad Village. Suitable for Embankment/Subgrade & Median Filing
Section I IRB/AVSETPL/2167/2014 28.04.2014 BA
197Submission of Concrete Mix DesignGrade of concrete : M15 to M50Cement : Ultratech OPC 53 Grade.
AVBOT Project IRB/AVSETPL/2168/2014 28.04.2014 Concrete
20 of 20
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX - F
ORGANIZATION CHART (EPC)
PROJECT HEAD
(EPC)
(Mr. L.N.Surve)
Material Manager
(Mr. Bharat Marvaniya)
Asst. Material Manager
Material
Engineer (10 Nos.)
Asst. Material Engineer (8 Nos.)
Supervisor
(48 Nos.)
DGM/GMSECTION I & II(Mr. D.K.Parit)
Section
Incharge - I
(Mr. T.B.Dhumal)
Senior Engr. Highway (1 No)
Laying Engr.
(1 No)
Sr./Jr. Supervisor
Laying (8 Nos.)
Asst. Engineer
(3 Nos.)
Junior Engr.
(7Nos)
Sr./Jr. Supervisor
(14 Nos.)
Surveyor
(7Nos.)
Surveyor
Laying (2 No)
Surveyor (TS)
(1 No)
Senior Engr. Structure (2 Nos.)
Asst. Engineer
(4 Nos.)
Junior Engr.
(8Nos)
Sr./Jr. Supervisor
(16 Nos.)
Senoir Engr. EDP
(1 No)
Junior Eng. EDP
(1 No.)
Computer
Operator (2No.)
Asst.
Accountant
Admin
Officer
Store
Officer
Store
Assistant (1 No)
Section
Inharge - II
(Mr. Chinnapa Sankdal)
Senior Engr. Highway (2 No)
Laying Engr.
(2 No)
Sr./Jr. Supervisor
Laying (8 Nos.)
Asst. Engineer
(4 Nos.)
Junior Engr.
(7Nos)
Sr./Jr. Supervisor
(14 Nos.)
Surveyor
(7Nos.)
Surveyor
Laying (2 No)
Surveyor (TS)
(1 No)
Senior Engr. Structure (2 Nos.)
Asst. Engineer
(4 Nos.)
Junior Engr.
(8Nos)
Sr./Jr. Supervisor
(16 Nos.)
Senoir Engr. EDP
(1 No)
Junior Eng. EDP
(1 No.)
Computer
Operator (2 No.)
Asst.
Accountant
Admin
Officer
Store
Officer
Store
Assistant (1 No)
Safety
Officer
Safety
Supervisor(2 Nos.)
DGM/GM
SECTION III & IV
(Mr. M.S.Pandya)
Section
Incharge - III
(Mr. Vijay Bhayde)
Senior Engr. Highway (2 No)
Laying Engr.
(2 No)
Sr./Jr. Supervisor
Laying (8 Nos.)
Asst. Engineer
(4 Nos.)
Junior Engr.
(8 Nos)
Sr./Jr. Supervisor
(14 Nos.)
Surveyor
(7Nos.)
Surveyor
Laying (2No)
Surveyor (TS)
(1 No)
Senior Engr. Structure (2 Nos.)
Asst. Engineer
(4 Nos.)
Junior Engr.
(8Nos)
Sr./Jr. Supervisor
(16 Nos.)
Senoir Engr. EDP
(1 No)
Junior Eng. EDP
(1 No.)
Computer
Operator (2 No.)
Asst.
Accountant
Admin
Officer
Store
Officer
Store
Assistant (1 No)
Section
Inharge - IV
(Mr. Pramod Dhavan)
Senior Engr. Highway (2 No)
Laying Engr.
(2 No)
Sr./Jr. Supervisor
Laying (8 Nos.)
Asst. Engineer
(4 Nos.)
Junior Engr.
(7Nos)
Sr./Jr. Supervisor
(15 Nos.)
Surveyor
(8os.)
Surveyor
Laying (2 No)
Surveyor (TS)
(1 No)
Senior Engr. Structure (2 Nos.)
Asst. Engineer
(4 Nos.)
Junior Engr.
(8Nos)
Sr./Jr. Supervisor
(16 Nos.)
Senoir Engr. EDP
(1 No)
Junior Engr.
(1 Nos.)
Computer Operator
(2 Nos.)
Asst.
Accountant
Admin
Officer
Store
Officer
Store
Assistant (1 No)
Safety
Officer
Safety
Supervisor (2 Nos.)
EDP
PROJECT OFFICE
EDP
Incharge
Senior EDP
Engr. (3 Nos)
Junior EDP
Engr. (6 Nos.)
Computer
Operator (3 Nos.)
Store
Project Office
Store
Manager (2 Nos.)
Store Officer
Store
Asst. (2Nos.)
Mining
Department
Mining
Manager
Mining
Engr.
Mining
Officer (3 Nos.)
Computer
Operator (7 Nos.)
Supervisor
(47 Nos.)
Accountant
Accounts
Project Office
Account
Manager (2 Nos.)
Asst. Account
Manager
Accountant
(2 Nos.)
Account
Asst. (8 Nos.)
Expressway
NE-1
Senior
Engr. (2 Nos.)
Junior
Engr. (4 Nos.)
Sr./Jr. Supervisor
(16 Nos)
Safety
Supervisor (2 Nos.)
Surveyor
(2 nos.)
Surveyor (TS)
(1 Nos.)
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX - F
ORGANIZATION CHART (CONCESSIONAIRE)
PROJECT HEAD (SPV)
(Concessionaire)
(Mr. A.K.Joshi)
Liasoning Department
(Concessionaire)
(Mr. S.N.Kulkarni)
Liasoning Department
Chief Liasoning Manager
Liasoning
Manager (1Nos.)
Liasoning
Officer (2 Nos.)
Supervisor
(4 Nos.)
Liasoning
Manager (1 Nos.)
Liasoning
Officer (3 Nos.)
Supervisor
(6 Nos.)
PROJECT HEAD
(EPC)
(Mr. L.N.Surve)
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX - F(a)
Organisation Chart of Concessionaire's Quality Control Engineers
Project Manager
NH - 8 NE - 1
Bridge Engineer - 2 Nos
Highway Engineer - 2 Nos
Material Engineer - 2 Nos
Highway Engineer
- 1 no.
Material Engineer
- 1 no.
Lab Technician- 2 Nos.
Field Engineer (High) - 2 Nos.
Surveyor- 2 Nos.
Field Engineer (Str) - 1 No
Field Engineer- 5 Nos
Surveyor - 2 Nos
Field Engineer- 8 Nos
Surveyor- 2 Nos
Lab Technician - 4 Nos
Quantity Surveyor
Jr. Quantity Surveyor
- 2 Nos (NH - 8)
Jr. Quantity Surveyor
- 1 No (NE-1)
Office Clerk - 2 Nos
ADMIN
Peon - 2 Nos
1 of 1
MONTHLY PROGRESS REPORT - APRIL 2014
Manpower StatusAppendix-'G'
1 Chief General Manager (SPV) 1
2 Chief General Manager (EPC) 1
3 General Manager (EPC) 2
4 DGM or General Manager ( Section I) 1
5 DGM or General Manager ( Section II) 1
6 Safety Officer 0
6
1 Section In Charge (M3/M4) 4
2 DPM (Highway) (M3/M4) 2
3 DPM (Structure) (M3/M4) 2
4 Senior Engineer ( Highway) (E1) 7
5 Senior Engineer (Structure) (M4/E1) 8
6 Laying Engineer (E1/E2/E3) 9
7 EDP Engineer (E1/E2) 5
8 Assistant Engineer (Highway) (E2) 5
9 Assistant Engineer (Structure) (E2) 4
10 Junior Engineer (Highway) (E3/E4/GET/DET) 29
11 Junior Engineer (Structure) (E3/E4/GET/DET) 18
12 Junior Enginner (EDP) (E3/E4/GET/DET) 6
13 Surveyor ( TS) 5
14 Surveyor 22
15 Surveyor (Laying) 1
16 Senior/Junior Supervisor (Highway) (S1/S2) 57
17 Senior/Junior Supervisor (Structure) (S1/S2) 39
18 Senior/Junior Supervisor ( Laying) (S1/S2) 11
19 Safety Supervisor (S1/S2) 3
20 Asst .Accountant (O2/O3) 5
21 Admin Officer (O1/O2) 4
22 Computer Operator (O2/O3) 7
23 Store Officer (O1) 4
24 Store Assistant (O2/O3) 8
265
MANPOWER STATUS
Sr.No. Designation Availablity
Total
Total Staff Required For NH 8
Total
1 of 3
MONTHLY PROGRESS REPORT - APRIL 2014
Manpower StatusAppendix-'G'
Sr.No. Designation Availablity
1 Senior Engineer (M4/E2) 3
2 Junior Engineer (E3/E4/GET/DET) 4
3 Surveyor 3
4 Senior/Junior Supervisor (S1/S2) 8
5 Safety Supervisor 0
18
1 EDP Incharge (M3/M4) 0
2 Senior EDP Engineer (E1/E2) 2
3 Junior EDP Engineer (E3/E4/GET/DET) 3
4 Computer Operator 2
7
1 Store Manager 2
2 Store Officer 0
3 Store Assistant 2
4
1 Material Manager 3
2 Material Engineer 4
3 Asst. Material Engineer 5
4 Supervisor / Technician 47
59
1 Mining Manager 1
2 Mining Engineer 0
3 Officer 4
4 Computer Operator 31
5 Supervisor 4
6 Accountant 0
40
1 Account Manager 3
2 Accountant 2
3 Account Assistant 5
Total Staff Required For Project Office EDP
Total Staff Required For EXP. WAY
Total
Total
Total Staff Required For Project Office Store
Total
Total Staff Required For QA/QC
Total
Total Staff Required For Mining
Total
Total Staff Required For Project Office Account
2 of 3
MONTHLY PROGRESS REPORT - APRIL 2014
Manpower StatusAppendix-'G'
Sr.No. Designation Availablity
10
1 Chief Liasioning Manager 1
2 Liasioning Manager 1
3 Liasioning Officer 5
4 Supervisor/Assistant 9
16
425Total
Total
Total Staff Required For Liasioning
Total
3 of 3
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'H'
From To
1 04.04.2014 2058 5910/E/DD-13106 R2 98.600Analysis and Design of Two Cell BoxCulvert at 98+600 as per CA
CD Works
2 04.04.2014 2058 5910/E/DD-13107 R2 98.600Analysis and Design of Single Cell BoxCulvert at 98+650 as per CA
CD Works
3 04.04.2014 2058 5910/E/DD-14105 R4 98.600GAD for reconstruction of Pipelslab toBox Culvert at Ch. 98+600 (Sheet 1 of 2)
CD Works
4 04.04.2014 2058 5910/E/DD-14105A R3 98.600GAD for reconstruction of Pipelslab toBox Culvert at Ch. 98+600 (Sheet 2 of 2)
CD Works
5 04.04.2014 2058 5910/E/DD-14106 R4 98.600Reinforcement details for reconstruction of Slab/Pipe to Double Cell Box Culvert at Ch-98+600
CD Works
6 04.04.2014 2058 5910/E/DD-14113 R4 98.650GAD for reconstruction of Slab to BoxCulvert at Ch. 98+650 (Sheet 1 of 2)
CD Works
7 04.04.2014 2058 5910/E/DD-14113A R3 98.650GAD for reconstruction of Slab to BoxCulvert at Ch. 98+650 (Sheet 2 of 2)
CD Works
8 04.04.2014 2058 5910/E/DD-14114 R4 98.650Reinforcement details for reconstructionof Slab/Pipe to Single Cell Box Culvert atCh. 98+650
CD Works
9 11.04.2014 2097 5910/E/DD-11862 R0 108.860Details of Pile for Initial Load Test near Pier P1
Flyover
10 11.04.2014 2098 5910/E/DD-11276 R5 42.600 General Arrangement Drawing Flyover11 11.04.2014 2098 5910/E/DD-11326 R4 52.700 General Arrangement Drawing Flyover
12 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-LP-001
R0 36.396 Matar Junction Ch-Km.-36+396-Layout Plan RE Wall
13 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-IN-002
R0 36.396 Matar Junction Ch-Km.-36+396-Index RE Wall
14 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-DS-003
R0 36.396Matar Junction Ch-Km.-36+396-Design Section
RE Wall
15 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-DS-004
R0 36.396Matar Junction Ch-Km.-36+396-Design Section
RE Wall
16 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-005
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
17 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-006
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
18 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-007
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
19 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-008
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
20 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-009
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
21 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-010
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
22 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-011
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
23 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-012
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
24 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-013
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
25 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-014
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
26 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-015
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
27 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-016
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
28 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-017
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
29 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-018
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
30 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-019
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
31 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W1-020
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side RHS (W1)
RE Wall
32 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-021
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
33 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-022
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
34 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-023
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
35 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-024
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
36 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-025
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
37 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-026
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
Rev. No.
Chainage Drawing Title Type of Structure Remarks
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from km. 93.302 in the state of Gujarat ( Length 93.302 km. ) under NHDP
Phase – V on Design Built Finance Operate Transfer (DBFOT)
DRAWING STATUSSr. No.
Letter Dated
Letter No.
Drawing No.
Drawing & Design Status Page 1 of 6
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'H'
From ToRev. No.
Chainage Drawing Title Type of Structure RemarksSr. No.
Letter Dated
Letter No.
Drawing No.
38 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-027
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
39 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-028
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
40 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-029
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
41 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-030
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
42 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-031
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
43 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-032
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
44 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-033
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
45 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-034
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
46 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-035
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
47 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W2-036
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Ahmedabad Side LHS (W2)
RE Wall
48 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-037
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
49 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-038
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
50 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-039
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
51 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-040
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
52 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-041
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
53 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-042
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
54 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-043
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
55 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-044
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
56 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-045
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
57 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-046
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
58 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-047
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
59 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-048
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
60 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-049
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
61 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-050
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
62 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-051
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
63 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-052
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
64 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W3-053
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side RHS (W3)
RE Wall
65 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-054
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
66 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-055
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
67 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-056
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
68 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-057
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
69 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-058
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
70 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-059
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
71 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-060
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
72 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-061
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
73 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-062
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
74 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-063
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
75 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-064
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
76 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-065
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
77 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-066
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
Drawing & Design Status Page 2 of 6
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'H'
From ToRev. No.
Chainage Drawing Title Type of Structure RemarksSr. No.
Letter Dated
Letter No.
Drawing No.
78 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-067
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
79 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-068
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
80 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-069
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
81 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-W4-070
R0 36.396Matar Junction Ch-Km.-36+396-Elevation Drawing Vadodara Side LHS (W4)
RE Wall
82 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-071
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
83 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-072
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
84 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-073
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
85 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-074
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
86 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-075
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
87 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-076
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
88 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-077
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
89 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-078
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
90 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-EP-079
R0 36.396Matar Junction Ch-Km.-36+396-Excavation Plan
RE Wall
91 11.04.2014 2099SGI-031-SB-AVBOT-CH-36+396-R0-SR-080
R0 36.396Matar Junction Ch-Km.-36+396-Soil Replacement
RE Wall
92 11.04.2014 2100 5910/E/DN-12010 R0 7.800Design of 7.0m X 3.5m Box Pedestrian Underpass with 2.0m Cushion
Additional Underpass
93 11.04.2014 2100 5910/E/DD-12005 R5 7.800General Notes for CD Structures, Underpass, Retaining Walls & Road Side Drain
PUP
94 11.04.2014 2100 5910/E/DD-12182 R0 7.800General Arrangement of Pedestrian Underpass at Ch.7+580 (Sheet 1 of 2)
PUP
95 11.04.2014 2100 5910/E/DD-12183 R0 7.800General Arrangement of Pedestrian Underpass at Ch.7+580 (Sheet 2 of 2)
PUP
96 11.04.2014 2100 5910/E/DD-12184 R0 7.800Reinforcement Details of Pedestrian Underpass at Ch.7+580
PUP
97 15.04.2014 2125 5910/E/DD-3543 R3 43.000 44.000 Plan & Profile NH-8 PPD (NH-8)
98 19.04.2014 2139 5910/E/DN-012 R1 6.400 108.700 Rigid Pavement Design for Toll Plaza Location Toll Plaza
99 19.04.2014 2139 5910/E/DD-5022 R1 6.400 108.700 Details of Joint for Pavement Toll Plaza
100 18.04.2014 2135 5910/E/DN-11751 R0 108.860Longitudinal analysis and design of 10.02m RCC Span P2-A2
Flyover
101 18.04.2014 2135 5910/E/DN-11752 R0 108.860Transverse Analysis and Design of Deck Slab and Diaphragms of 10.02m Span P2-A2
Flyover
102 18.04.2014 2135 5910/E/DN-11753 R0 108.860Analysis and design of single cell box structure for abutment at A2
Flyover
103 18.04.2014 2135 5910/E/DN-11755 R0 108.860Longitudinal analysis and design of PSC Girder G1, G2, G3 & G4 of Span A1-P1 & P1-P2
Flyover
104 18.04.2014 2135 5910/E/DD-11858 R0 108.860Concrete Dimension of Hollow Box Type Abutment at A2
Flyover
105 18.04.2014 2135 5910/E/DD-11859 R0 108.860Reinforcement details of Hollow Box Type Abutment at A2
Flyover
106 18.04.2014 2135 5910/E/DD-11860 R0 108.860Concrete Dimension of 10.02m Span RCC Superstructure (Span P2-A2)
Flyover
107 18.04.2014 2135 5910/E/DD-11861 R0 108.860Reinforcement details of 10.02m Span RCC Superstructure (Span P2-A2)
Flyover
108 18.04.2014 2135 5910/E/DD-11863 R0 108.860Concrete Dimension of PSC Superstructure for Span A1-P1
Flyover
109 18.04.2014 2135 5910/E/DD-11864 R0 108.860Concrete Dimension of PSC Superstructure for Span P1-P2
Flyover
110 18.04.2014 2135 5910/E/DD-11865 R0 108.860Cable Layout for Girder G1, G2, G3 & G4 for Span A1-P1 & P1-P2
Flyover
111 18.04.2014 2135 5910/E/DD-11866 R0 108.860Reinforcement Details of Girder G1, G2, G3 & G4 for Span A1-P1 & P1-P2
Flyover
112 18.04.2014 2136 5910/E/DN-14006 R0 6.400 108.700RCC design of 2m wide strom water open drains
RCC Drain
113 18.04.2014 2136 5910/E/DD-13113 R0 6.400 108.700 Details of RCC Open Drains (Sheet 1 of 2) RCC Drain114 18.04.2014 2136 5910/E/DD-13114 R0 6.400 108.700 Details of RCC Open Drains (Sheet 2 of 2) RCC Drain
115 21.04.2014 2146 5910/E/DN-11756 R0 108.860Transverse Analysis and Design of Deck Slab and Diaphragms of Span A1-P1 and P1-P2
Flyover
116 21.04.2014 2146 5910/E/DD-11867 R0 108.860Details of Deck Slab & Diaphragms for Span A1-P1 & P1-P2
Flyover
117 21.04.2014 2143 5910/E/DD-5501 R4 44.000 Details of Toll Plaza Toll Plaza118 21.04.2014 2143 5910/E/DD-5502 R13 91.786 Details of Toll Plaza Toll Plaza119 21.04.2014 2143 5910/E/DD-5514 R1 44.000 Land Acquisition Plan of Toll Plaza Toll Plaza
Drawing & Design Status Page 3 of 6
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'H'
From ToRev. No.
Chainage Drawing Title Type of Structure RemarksSr. No.
Letter Dated
Letter No.
Drawing No.
120 21.04.2014 2143 5910/E/DD-5515 R1 91.786 Land Acquisition Plan of Toll Plaza Toll Plaza
121 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-1 R1 109.533 Key Plan Flyover
122 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-1 R1 109.533 Design Section Flyover
123 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-1 R1 109.533 Design Section Flyover
124 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-1 R1 109.533 Design Section Flyover
125 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-1 R1 109.533 Design Section Flyover
126 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-1
Flyover
127 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-2
Flyover
128 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-3
Flyover
129 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-4
Flyover
130 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-5
Flyover
131 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-6
Flyover
132 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-7
Flyover
133 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-8
Flyover
134 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-9
Flyover
135 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-10
Flyover
136 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-11
Flyover
137 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-12
Flyover
138 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-13
Flyover
139 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-14
Flyover
140 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-15
Flyover
141 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-16
Flyover
142 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-17
Flyover
143 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-18
Flyover
144 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-19
Flyover
145 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-20
Flyover
146 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W1) Page-21
Flyover
147 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-22
Flyover
148 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-23
Flyover
149 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-24
Flyover
150 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-25
Flyover
151 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-26
Flyover
152 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-27
Flyover
153 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-28
Flyover
154 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-29
Flyover
155 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-30
Flyover
156 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-31
Flyover
157 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-32
Flyover
158 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-33
Flyover
159 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-34
Flyover
160 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-35
Flyover
Drawing & Design Status Page 4 of 6
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'H'
From ToRev. No.
Chainage Drawing Title Type of Structure RemarksSr. No.
Letter Dated
Letter No.
Drawing No.
161 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-36
Flyover
162 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-37
Flyover
163 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-2 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W2) Page-38
Flyover
164 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-01
Flyover
165 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-02
Flyover
166 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-03
Flyover
167 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-04
Flyover
168 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-05
Flyover
169 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-06
Flyover
170 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-07
Flyover
171 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-08
Flyover
172 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-09
Flyover
173 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-10
Flyover
174 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-11
Flyover
175 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-12
Flyover
176 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-13
Flyover
177 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-14
Flyover
178 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-15
Flyover
179 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-16
Flyover
180 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-17
Flyover
181 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side RHS (W3) Page-18
Flyover
182 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-19
Flyover
183 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-20
Flyover
184 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-21
Flyover
185 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-22
Flyover
186 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-23
Flyover
187 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-24
Flyover
188 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-25
Flyover
189 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-26
Flyover
190 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-27
Flyover
191 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-28
Flyover
192 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-29
Flyover
193 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-30
Flyover
194 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-31
Flyover
195 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-32
Flyover
196 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-33
Flyover
197 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-34
Flyover
198 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-3 R1 109.533Vadodara Fly at Ch-109+533.086 Ahmedabad Side LHS (W4) Page-35
Flyover
199 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-4 R1 109.533 Excavation & Offset Plan Page-01 Flyover
200 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-4 R1 109.533 Excavation & Offset Plan Page-02 Flyover
Drawing & Design Status Page 5 of 6
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'H'
From ToRev. No.
Chainage Drawing Title Type of Structure RemarksSr. No.
Letter Dated
Letter No.
Drawing No.
201 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-4 R1 109.533 Excavation & Offset Plan Page-03 Flyover
202 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-4 R1 109.533 Excavation & Offset Plan Page-04 Flyover
203 22.04.2014 2148 2014/MH/39/FLY/GB/DWG-4 R1 109.533 Excavation & Offset Plan Page-05 Flyover
204 22.04.2014 2149 5910/E/DN-12008 R0 6.400 108.700Design of 10.0m x 3.5m - Box Pedestrian Underpass
CD Works
205 22.04.2014 2149 5910/E/DD-12179 R0 6.400 108.700Typical General arrangement of Box Unbderpass (10.0m x 3.5m) - Sheet 1 of 2
CD Works
206 22.04.2014 2149 5910/E/DD-12180 R0 6.400 108.700Typical General arrangement of Box Unbderpass (10.0m x 3.5m) - Sheet 2 of 2
CD Works
207 22.04.2014 2149 5910/E/DD-12181 R0 6.400 108.700Reinforcement Details of Box Underpass (10.0m x 3.5m)
CD Works
208 23.04.2014 2155 5910/E/DN-11754 R0 108.860Analysis and design of single cell box structure for abutment at A1 location
Flyover
209 23.04.2014 2155 5910/E/DD-11871 R0 108.860Concrete Dimensions of hollow box type abutment at A1 Location
Flyover
210 23.04.2014 2155 5910/E/DD-11872 R0 108.860Reinforcement details of hollow box type abutment at A1 Location
Flyover
Drawing & Design Status Page 6 of 6
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
1 Inward 28.03.2014 01.04.2014 AA/AMBD-VDDR/DRH/1240 1240Aarvee
AssociatesNHAI 1788
Representation of Boriavi Nagar Palika received from NHAl for the construction of PUP of size 7.0 m x 4.50 m at Km 69+290 instead of PUP at Krn 69+111
COS-II
2 Inward 29.03.2014 01.04.2014 AA/AMBD-VDDR/Q&M/1241 1241Aarvee
AssociatesIRB 1789
TIKITAR DONOSA (INDIA) Pvt. Ltd. as one of the source of water proofing membrane (Asphaltoseal).
LAB
3 Inward 29.03.2014 01.04.2014 AA/AMBD-VDDR/DRH/1242 1242Aarvee
AssociatesIRB 1790
Revised Proposal for CD Structure at Km 99+710 and Km 99+760.
CD WORK
4 Inward 29.03.2014 01.04.2014 AA/AMBD-VDDR/DRH/1243 1243Aarvee
AssociatesIRB 1792
River Training work Dharwa - Khari River at 12.4 km. on Expressway-NE.1
Expressway
5 Inward 29.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20454
20454 NHAI IRB 1794
Various letter no.1140 to 1151 dated 28.03.2014 forwarded from competenet Authority for Land Acquisition, kheda as received in this office on 22.03.2014
LA
6 Inward 29.03.2014 01.04.2014 AA/AMBD-VDDR/MIR/1244 1244Aarvee
AssociatesIRB 1795 Review of Monthly status report of the Concessionaire MSR
7 Inward 29.03.2014 01.04.2014 AA/AMBD-VDDR/MPR/1245 1245Aarvee
AssociatesIRB 1796 Review of Monthly Progress Report of the Concessionaire MPR
8 Inward 31.03.2014 01.04.2014 AA/AMBD-VDDR/DRH/1246 1246Aarvee
AssociatesIRB 1797 Details of L-Type Kerb ON NH-8 KERB
9 Inward 31.03.2014 01.04.2014 AA/AMBD-VDDR/HTMS/1247 1247Aarvee
AssociatesIRB 1798
Validation of Toll Rates on Ahmedabad Vadodara Expressway w.e.f 01.04.2014
Toll Rate
10 Outward 01.04.2014 IRB/AVSETPL/2056/2014 2056 IRBCGM (CMS), NHAI,
New Delhi
Land Acquisition in Kheda District for missing/Major are difference of Survey/Block No. through mutual-consent-private negotiation- reg
LA
11 Inward 01.04.2014 01.04.2014 AA/AMBD-VDDR/DRH/1249 1249Aarvee
AssociatesIRB 1799
Land Acquisition Plan for Toll Plaza at Km 44+000 and Km 91+770 on NH-8 Section of the Project Highway.
Toll Plaza
12 Inward 26.03.2014 01.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2040720407 NHAI
Mr. Mahesh Kore, Hindustan Coca Cola
Pvt. Ltd.1800
Permission for laying 250mm dia Ductile iron raw water supply pipe line from Foiwala Tank to Goblej Tank for Hindustan Coca-Cola Plant, Goblej
Access Permission
13 Inward 27.03.2014 01.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2040920409 NHAI IRB 1801 ROB at Km. 65.545, 75.425 & 106.475 ROB
14 Inward 27.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20410
20410 NHAI Aarvee Associates 1802 Design Review
15 Inward 27.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20415
20415 NHAI Aarvee Associates 1803 Application for deferment of premium
16 Inward 27.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20416
20416 NHAI Aarvee Associates 1804 Representation received from villagers of Kanera COS-III
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from km. 0.000 km. 93.302 in the state of Gujarat
( Length 93.302 km. ) under NHDP Phase – V on Design Built Finance Operate Transfer (DBFOT)
CORRESPONDANCE WITH IE & NHAI
Correspondance with IE & NHAI Page 1 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
17 Inward 27.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20417
20417 NHAI Aarvee Associates 1805 Expenditure on civil works Civil Work
18 Inward 27.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20420
20420 NHAI Aarvee Associates 1806Request to release of Bank Guarantee towards performance security in pursuant to Clause no. 9.3 of Article 9 of CA
BG
19 Inward 26.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20424
20424 NHAI Aarvee Associates 1807Authorization letter for conducting proof of concept for the logistics data bank project at the Toll Collection Booth
Toll Plaza
20 Inward 27.03.2014 01.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20426
20426 NHAI Aarvee Associates 1808Delay in construction of project highway due to non availability of land, hindrances on account of encroachment.
Encroachment
21 Inward 27.03.2014 02.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20425
20425 NHAI IRB 1810Secretary ministry of road transport and highway, GOI Shri Vijay Chhibber's DO letter 23.05.13
22 Inward 01.04.2014 02.04.2014 AA/AMBD-VDDR/DRH/1251 1251Aarvee
AssociatesIRB 1811
Tentative cost estimates and COS proposal modification for Design for Flyover at Km 7+380.
COS-III
23 Inward 01.04.2014 02.04.2014 AA/AMBD-VDDR/DRH/1252 1252Aarvee
AssociatesIRB 1812
Plan and Profile drawings from Km 6.400 to Km 108.500 for NH-8.
PLAN & PROFILE NH-8
24 Inward 01.04.2014 02.04.2014 AA/AMBD-VDDR/DRH/1253 1253Aarvee
AssociatesIRB 1813
Cost estimate for shifting of 450mm dia cast iron water pipe line from Sakharha village at Km 96.200 to Village Dashrath village at Km 105.600.
COS-III
25 Inward 01.04.2014 02.04.2014 AA/AMBD-VDDR/DRH/1254 1254Aarvee
AssociatesNHAI 1814 Concessions to Local and Frequent Users.
26 Inward 02.04.2014 02.04.2014 NHAI/13013/CO/2014-15 13013 NHAI All RO & PDs, NHAI 1815Approval for rivision of rates w.e.f. 01.04.2013 conevyed by CO division
27 Inward 28.03.2014 02.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2042920429 NHAI Aarvee Associates 1817 Representation received from villagers of Narol COS-III
28 Inward 29.03.2014 02.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20437
20437 NHAI Aarvee Associates 1818Estimate for providing fixing reparing of damaged ROW chain link fencing at NE-1
Expressway
29 Inward 29.03.2014 02.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2043920439 NHAI CGM RO, Gandhinagar 1819
Representation of Boriavi Nagar Palika for construction of PUP of size 7.0m X 4.5m at Ch. 69+290 Km. instead of PUP at Ch. 69+111 Km.
COS-II
30 Inward 29.03.2014 02.04.2014NHAI/PIU-
Ahmedabad/11012/2/14/NH-8/6-laning/20440
20440 NHAIShri S.Jaswant Kumar,
IE1820 Complaint of Shri Ashok Surve Complaint
31 Inward 29.03.2014 02.04.2014NHAI/PIU-
Ahmedabad/11012/2/14/NH-8/6-laning/20444
20444 NHAI IRB 1821Not providing revised estimate as per joint survey by IRB and MGVCL
Utility Shifting
32 Inward 02.04.2014 02.04.2014 AA/AMBD-VDDR/DRH/1255 1255Aarvee
AssociatesNHAI 1822
Representation received from the Mogar Gram panchayat and VIP reference of Hon’ble MLA, Anklav, Shri Amit Chavda.
COS-III
33 Inward 02.04.2014 03.04.2014 AA/AMBD-VDDR/DRH/1256 1256Aarvee
AssociatesNHAI 1823 Representation received from the Villagers of Kanera COS-III
34 Inward 03.04.2014 03.04.2014 AA/HW/NHAI/1308/14-15/10 10Aarvee
AssociatesNHAI 1824 Release of performance Security
Correspondance with IE & NHAI Page 2 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
35 Inward 20.03.2014 03.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20384
20384 NHAIDeputy Head Project Construction, Aarvee
Associates1824 A
Grievance of Shri Manish Shah regarding diversion of Expressway
Expressway
36 Inward 24.03.2014 03.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2039120391 NHAI IRB 1825 Accident Report Accident Report
37 Inward 03.04.2014 03.04.2014 AA/AMBD-VDDR/DRH/1257 1257Aarvee
AssociatesNHAI 1826
Representation received from Bhumel Gram Panchayat, Bhumel
COS-III
38 Inward 29.03.2014 03.04.2014NHAI/PIU-Ahmedabad/IE-
Aarvee/2043020430 NHAI IRB 1827
Reimbursement of 50% of passed payment against Invoice no. 21 for the month of February 2014 (Indian Currency)
CA
39 Inward 29.03.2014 03.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
Laning/2044920449 NHAI
Executive Engineer, Petlad Irrigation Division, Petlad
1828Relocation of existing Piplag Sub Minor due to widening of Minor Bridge on Cambay Branch Canal at Ch. 59+364 (RHS)
CANAL SYPHONS
40 Inward 29.03.2014 03.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
Laning/2045120451 NHAI
Sr. Manager Ops. I/c, Bharat Petroleum Cor.
Ltd. Kheda1829
Land Acquisition of Portion of Land bearing Survey nos. 284 to 304 for widening
LA
41 Inward 29.03.2014 03.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20456
20456 NHAI Aarvee Associates 1830Opinion for NA permission for survey - block no. 873 Paiki, 874+868+869 (Total 11841 sq. mt.) of Village Kanjari, Taluka Nadiad, District Kheda
Access Permission
42 Inward 01.04.2014 03.04.2014NHAI/PIU-
Ahmedabad/Railway/2047020470 NHAI IRB 1831
Payment for Maintenance charges for level crossing no. 10B on NH-8
ROB
43 Inward 28.03.2014 03.04.2014NHAI/12011/1/2010-RO-
GNR/Tech./AHD/Vol.15/45194519 NHAI
A.K. Sharma, GM (T) NHAI, HQ New Delhi
1832Approval of shifting-raising of HT lines on Ahmedabad Vadodara section of NH-8
Utility Shifting
44 Inward 03.04.2014 04.04.2014 AA/AMBD-VDDR/DRH/1258 1258Aarvee
AssociatesNHAI 1833
Representation received from the Kanjari Nagar Seva Sadan & Patel Babubhai Ambalal,Kanjari village, Nadiad, Dist. Kheda
COS-III
45 Inward 03.04.2014 04.04.2014 AA/AMBD-VDDR/DRH/1259 1259Aarvee
AssociatesNHAI 1834
Incorporate the planning of Grade Separator appropriate structure to cater the future growth of traffic at Vasad Junction.
46 Inward 31.03.2014 04.04.2014NHAI/12011/1/2010-RO-
GNR/Tech./AHD/Vol.13/45394539 NHAI
A.K. Sharma, GM (T) NHAI, HQ New Delhi
1835Approval of shifting-raising of HT lines on Ahmedabad Vadodara section of NH-8
Utility Shifting
47 Inward 01.04.2014 04.04.2014NHAI/PIU-
Ahmedabad/11011/3/13/NH-8/6-Laning/20480
20480 NHAI IRB 1836Construction of ROB in lieu of LC 10 C between Nadiad-Pij Station.
ROB
48 Outward 04.04.2014 IRB/AVSETPL/2058/2014 2058 IRB Aarvee AssociatesRevised Proposal for CD Structure at Km. 99+710 and Km. 99+760
CD WORK
49 Outward 04.04.2014 IRB/AVSETPL/2059/2014 2059 IRBCGM (CMS), NHAI,
New DelhiSecretary Ministry of Road Transport and Highways, GOI, Shri Vijay Chhibber’s DO Letter, dated 23.05.2013 - reg
50 Outward 04.04.2014 IRB/AVSETPL/2060/2014 2060 IRB Aarvee AssociatesTraffic Diversion Plan for Construction of Minor Bridge at Ch.89+362 (LHS) on NH-8
Traffic Management
Plan NH-8
51 Outward 04.04.2014 IRB/AVSETPL/2061/2014 2061 IRB Aarvee AssociatesSubmission of Mix Design for concrete using Sidhee Cement, Admixture of BASF India Ltd. and Fine aggregate of Sabarmati River
LAB
Correspondance with IE & NHAI Page 3 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
52 Outward 04.04.2014 IRB/AVSETPL/2062/2014 2062 IRBCGM (CMS), NHAI,
New DelhiConcessionaire shall make reasonable effort to facilitate the Acquisition of Land -reg
LA
53 Outward 04.04.2014 IRB/AVSETPL/2063/2014 2063 IRB Aarvee AssociatesTesting of POT-PTFE Bearing at Dynamic Prestress (I) Pvt. Ltd. Nasik
LAB
54 Inward 05.04.2014 05.04.2014 AA/AMBD-VDDR/Q&M/1260 1260Aarvee
AssociatesIRB 1837
Testing of POT-PTFE Bearing at Dynamic Prestress (I) Pvt. Ltd, Nasik
LAB
55 Inward 05.04.2014 05.04.2014 AA/AMBD-VDDR/DRH/1261 1261Aarvee
AssociatesNHAI 1838
R.A.Bill No. 1 for Electrical Pole Shifting –Anand (South), Kheda ( R ) and Nadiad( R) Sub Divisions of MGVCL
Utility Shifting
56 Inward 05.04.2014 05.04.2014 AA/AMBD-VDDR/DRH/1262 1262Aarvee
AssociatesIRB 1839
Pavement Design Report – Requirement of traffic surveys on project highway and Revised Pavement Design Report
LAB
57 Inward 03.04.2014 05.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20523
20523 NHAI Aarvee Associates 1840Revision of User Fee Rates w.e.f. 01.04.2014 (04.04.2014)
Toll Rate
58 Outward 05.04.2014 IRB/AVSETPL/2065/2014 2065 IRBCGM (CMS), NHAI,
New DelhiShifting of existing Temple within ROW along NH-8 of Project Highway
Temple
59 Outward 05.04.2014 IRB/AVSETPL/2066/2014 2066 IRBCGM (CMS), NHAI,
New DelhiSubmission of photocopy of Complaint Register Complaint
60 Outward 05.04.2014 IRB/AVSETPL/2067/2014 2067 IRBCGM (CMS), NHAI,
New DelhiDetails of Land Acquisition for Survey No.347-1 LA
61 Outward 05.04.2014 IRB/AVSETPL/2068/2014 2068 IRB Aarvee Associates Review of Monthly Progress Report of the Concessionaire MPR
62 Outward 05.04.2014 IRB/AVSETPL/2069/2014 2069 IRB Aarvee AssociatesComplaint regarding Underpass Bridge on NH-8 village -Gutal (Uttarsanda), Taluka Nadiad and District Kheda
Complaint
63 Outward 05.04.2014 IRB/AVSETPL/2070/2014 2070 IRB Aarvee Associates Representation received from Nirant Vividh Seva Trust COS-III
64 Outward 05.04.2014 IRB/AVSETPL/2071/2014 2071 IRB Aarvee AssociatesTruck Lay Bays and Bus Bays location identification along NH-8 of Project Highway
Truck lay
65 Outward 05.04.2014 IRB/AVSETPL/2072/2014 2072 IRB Aarvee Associates Black Spot on Ahmedabad Vadodara section of NH-8 Black Spot
66 Outward 05.04.2014 IRB/AVSETPL/2073/2014 2073 IRBCGM (CMS), NHAI,
New Delhi
Land Acquisition in Vadodara District for missing Survey Block No. Major area differences on mutual - consent-private negotiation -reg
LA
67 Inward 01.04.2014 07.04.2014NHAI/PIU-
Ahmedabad/Permission/ 20473
20473 NHAIDivisional Engineer, Telecom Project-IV
1841Permission for laying Optical Fibre Cable along NE1 from Vadodara (Express Highway limit to Nadiad (Express Highway Limit)
Access Permission
68 Inward 01.04.2014 07.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-Laning/20479
20479 NHAI Aarvee Associates 1842Representation received from Sarpanch, Jetalpur Grampanchayat
COS-III
69 Inward 01.04.2014 07.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-Laning/20482
20482 NHAIShri S.Jaswant Kumar,
IE1843 Complaint of Shri. Vijay Joshi Complaint
70 Inward 01.04.2014 07.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-Laning/20483
20483 NHAI Aarvee Associates 1844 Represntation received from villagers of Aslali COS-III
71 Inward 01.04.2014 07.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
Laning/2048420484 NHAI IRB 1845
Payment for maintenance charges for level crossing no. 10-B on NH-8
ROB
Correspondance with IE & NHAI Page 4 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
72 Inward 01.04.2014 07.04.2014NHAI/PIU-Ahmedabad/Land
acquisition/Anand/2049520495 NHAI Collector office Anand 1846
Objection letter for land acquisition at village Gamdi District -Anand-
LA
73 Inward 01.04.2014 07.04.2014NHAI/PIU-Ahmedabad/Land
acquisition/Kheda/2049620496 NHAI Collector office Kheda 1847
Objection letter received for Land Acquisition in Kheda District
LA
74 Inward 03.04.2014 07.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20507
20507 NHAI Aarvee Associates 1848Removal of illegal parking at relaince petrol pump at ch. 23.200 LHS
Expressway
75 Inward 03.04.2014 07.04.2014NHAI/PIU-
Ahmedabad/11011/3/14/NH-8/6-Laning/20508
20508 NHAI IRB 1849Regarding plantation and its maintenance alongside NH free of cost
Maintenance
76 Inward 03.04.2014 07.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-Laning/20509
20509 NHAI Aarvee Associates 1850Construction of proposed flyover at Narol Junction at Ch. 6+400 of NH-8
Flyover
77 Inward 03.04.2014 07.04.2014NHAI/PIU-Ahmedabad/NH-
8/2051520515 NHAI
CGM (T) & RO, Gandhinagar
1851Representation of Boriavi Nagar Palika for construction of PUP of size 7.0m X 4.5m at Ch. 69+290 Km. instead of PUP at Ch. 69+111 Km.
COS-II
78 Outward 07.04.2014 IRB/AVSETPL/2075/2014 2075 IRB Aarvee AssociatesPermission for laying Optical Fibre Cable (4G Project) along Ahmedabad Vadodara Section of NH-8.
Access Permission
79 Outward 07.04.2014 IRB/AVSETPL/2076/2014 2076 IRBCGM (CMS), NHAI,
New DelhiRepresentation received from Sarpanch, Vansar Village. COS-III
80 Outward 07.04.2014 IRB/AVSETPL/2077/2014 2077 IRBCGM (CMS), NHAI,
New Delhi
Proposal for Modification in Design - Cross section between Km. 95+000 to 109+000 in view of a number of pipeline laying within the ROW of the project
COS-I
81 Outward 07.04.2014 IRB/AVSETPL/2078/2014 2078 IRBCGM (CMS), NHAI,
New Delhi
Damage to ROW fencing of NHAI property at Ch-0+000 Km. to Ch 0.400 km on Ahmedabad-Vadodara Expressway (NE-1) section of project Highway-reg..
Expressway
82 Outward 07.04.2014 IRB/AVSETPL/2079/2014 2079 IRBCGM (CMS), NHAI,
New DelhiGrievance of Shri Manish Shah regarding diversion of Expressway.
Expressway
83 Outward 07.04.2014 IRB/AVSETPL/2080/2014 2080 IRBCGM (CMS), NHAI,
New Delhi
Authorization letter for conducting proof of concept for the logistics data bank project at the Toll Collection Booth-reg..
Toll Rate
84 Outward 07.04.2014 IRB/AVSETPL/2081/2014 2081 IRB Aarvee Associates Monthly Inspection Report February 2014. MIR
85 Outward 07.04.2014 IRB/AVSETPL/2082/2014 2082 IRBCGM (CMS), NHAI,
New DelhiMogar Gram Panchayat regarding disposal of rain water from the village.
COS-III
86 Outward 07.04.2014 IRB/AVSETPL/2083/2014 2083 IRBCGM (CMS), NHAI,
New DelhiSubmission of Quarterly Summary of FIR recorded and Accident Report.
FIR
87 Outward 07.04.2014 IRB/AVSETPL/2084/2014 2084 IRBCGM (CMS), NHAI,
New DelhiVideo recording of 5th Quarter (January - 2014 to March -2014).
Video recording
88 Outward 07.04.2014 IRB/AVSETPL/2085/2014 2085 IRBCGM (CMS), NHAI,
New DelhiRepresentation received from Sarpanch Dabhan Gram Panchayat, Nadiad.
COS-III
89 Outward 07.04.2014 IRB/AVSETPL/2086/2014 2086 IRB Aarvee Associates Monthly Progress Report March- 2014. MPR
90 Inward 03.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20512
20512 NHAI Aarvee Associates 1852Proposal for Grant of permission for laying Optical Fibre Cable (4G Project) along AV Expressway
Access Permission
Correspondance with IE & NHAI Page 5 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
91 Inward 03.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20513
20513 NHAI Aarvee Associates 1853Proposal for Grant of permission for laying Optical Fibre Cable (4G Project) along AV section of NH-8
Access Permission
92 Inward 03.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20518
20518 NHAI Aarvee Associates 1854Permission for laying 250mm dia. Ductile Iron Raw Water Supply Pipeline from Foiwala Tank to Goblej Tank for Hindustan Coca-Cola Plant, Goblej..........
Access Permission
93 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20529
20529 NHAI Aarvee Associates 1855Tentative cost implication for addition-modification of various structures, service roads as per site requriement -public demand - VIP references
COS-III
94 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20530
20530 NHAI Aarvee Associates 1856 Accident report on AV Expressway (NE1) Accident Report
95 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20531
20531 NHAI Aarvee Associates 1857Request to Archeological department for issuing NOC for removal of fort wall located at village Jetalpur Dascroi Ahmedabad on Ch 15+800 to 16+000
NOC
96 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20532
20532 NHAI Aarvee Associates 1858 Representation received from Kanjari Nagar Seva Sadan COS-III
97 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20535
20535 NHAI Aarvee Associates 1859Location survey within Ahmedabad City for CSITMS project
98 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11020/2/13/NH-8/6-Laning/20536
20536 NHAI
Dy.Eng.(Const), Construction Sub
division office Narol, GETCO
1860permission for laying unerground 66 KV XLPE cable along NH-8 between Narol Circle to Aslali Circle
Utility Shifting
99 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11011/3/14/NH-8/6-Laning/20538
20538 NHAI IRB 18613(D) Gazzette notification no. 907 (E) of Villages Padmala, Sankarda and Ranoli of District Vadodara
LA
100 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11011/3/14/NH-8/6-Laning/20539
20539 NHAI IRB 1862Land acquisition in kheda for missing major area differnace of survey through mutual consent private negotiation
LA
101 Inward 03.04.2014 08.04.2014NHAI/PIU-Ahmedabad/6-
Laning/ROB/2054620546 NHAI
CGM (T) & RO, Gandhinagar
1863 Construction of ROBs at km. 65.54, 75.425, 106.475 ROB
102 Inward 04.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-/6-Laning/20552
20552 NHAI Aarvee Associates 1864Representation received from sarpanch sankarda Grampanchyat
COS-III
103 Inward 05.04.2014 08.04.2014NHAI/Labour/PIU-Ahmedabad/20553
20553 NHAI IRB 1865Letter of Deputy Chief Labour Commissioner (C) Ahmedabad
Liasoning
104 Inward 05.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/Labour/2055420554 NHAI
Shri P.K.Nayak, Dy.Chief Labour
Commissioner (C ), Dy. Chief Labour
Commissioner(Central
1866Cancellation of registration certificate-withdrawal of Form-V issued to Concessaionaire
Liasoning
105 Inward 05.04.2014 08.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-Laning/20561
20561 NHAI Aarvee Associates 1867Compensation for land acqusition in survey no. 11-2 paiki, 1+36 Paiki-1, Applicant Shri Ranvirsinh Sursinh Solanki
LA
Correspondance with IE & NHAI Page 6 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
106 Outward 09.04.2014 IRB/AVSETPL/2087/2014 2087 IRBCGM (CMS), NHAI,
New Delhi
Land Acquisition in Anand District for missing Survey Block No. Major area differences on mutual - consent-private negotiation
LA
107 Outward 09.04.2014 IRB/AVSETPL/2088/2014 2088 IRB Aarvee Associates
Diversion of 329.46 Ha protected forest land for widening of NH-8 from Ahmedabad to vadodara from Km. 6+400 to 108+700 in Ahmedabad (Kheda, Anand & Vadodara) district of Gujarat, Permission for cutting of Trees directly by user Department estimated cost for tree cutting-reg
LA (Forest)
108 Outward 09.04.2014 IRB/AVSETPL/2089/2014 2089 IRB Aarvee AssociatesProposal of use of Evotherm, Warm Mix Asphalt Technology for project.
LAB
109 Inward 07.04.2014 09.04.2014 AA/AMBD-VDDR/Q&M/1264 1264Aarvee
AssociatesIRB 1868
Source of Earth to be obtained from Borrow Areas for use in Embankment-Sub grade-Median Filling.
LAB
110 Inward 07.04.2014 09.04.2014 AA/AMBD-VDDR/Q&M/1265 1265Aarvee
AssociatesIRB 1869
Source of Earth to be obtained from Borrow Areas for use in Embankment.
LAB
111 Inward 07.04.2014 09.04.2014 AA/AMBD-VDDR/Q&M/1266 1266Aarvee
AssociatesIRB 1870
Source of Earth to be obtained from Borrow Areas for use in Embankment-Subgrade-Median filling.
LAB
112 Inward 07.04.2014 09.04.2014 AA/AMBD-VDDR/Q&M/1267 1267Aarvee
AssociatesIRB 1871
Testing of POT-PTFE Bearing at Tefcon Bearings Pvt. Ltd. Pune.
LAB
113 Inward 09.04.2014 09.04.2014 AA/AMBD-VDDR/Q&M/1268 1268Aarvee
AssociatesIRB 1872
Submission of Mix Design for Concrete using Sidhee Cement, Admixture of BASF India Pvt. Ltd. and Fine aggregate of Sabarmati River.
LAB
114 Inward 09.04.2014 09.04.2014 AA/AMBD-VDDR/Q&M/1269 1269Aarvee
AssociatesIRB 1873
Manufacturer Test Certificate of Expansion Joint manufactured by Ms. Sanfield (India) limited Bhopal.
LAB
115 Inward 09.04.2014 09.04.2014 AA/AMBD-VDDR/DRH/1270 1270Aarvee
AssociatesIRB 1874
Submission of Design and Drawings for Reinforced Soil approach ramps for ROB at Pij Junction at Ch. 54+839
STRATA
116 Inward 09.04.2014 09.04.2014 AA/AMBD-VDDR/DRH/1271 1271Aarvee
AssociatesIRB 1875
Submission of Design and Drawings for Reinforced soil approach & ramps for VUP at PIJ Junction at Ch. 55+578.
STRATA
117 Inward 09.04.2014 09.04.2014 AA/AMBD-VDDR/DRH/1272 1272Aarvee
AssociatesIRB 1876
Submission of Design and Drawings for reinforced soil approach ramps for Flyover at Chikhodara Junction at Ch. 77+491.
STRATA
118 Inward 09.04.2014 09.04.2014 AA/AMBD-VDDR/DRH/1273 1273Aarvee
AssociatesIRB 1877
Submission of design and drawings for reinforced soil approach & ramps - Good for Construction Drawings
STRATA
119 Inward 09.04.2014 09.04.2014 AA/AMBD-VDDR/DRH/1274 1274Aarvee
AssociatesIRB 1878
Submission of Design and Drawings for reinforced soil approach & ramps for VUP at Sandhana Junction at Ch. 45+320
STRATA
120 Inward 01.04.2014 09.04.2014NHAI/PIU-Ahmedabad/Land
acquisition/Anand/2054320543 NHAI Collector Anand 1879 Regarding Survey no.181 at Vasad village District Anand - LA
121 Inward 03.04.2014 09.04.2014NHAI/PIU-Ahmedabad/Land
acquisition/Anand/2054420544 NHAI Collector Anand 1880
To separate the acquiared area after taking measurement as per land acquisition-
LA
122 Inward 01.04.2014 09.04.2014NHAI/PIU-Ahmedabad/Land
acquisition/Anand/2054520545 NHAI Collector Anand 1881
To separate the acquiared area after taking measurement as per land acquisition
LA
123 Inward 05.04.2014 09.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2056320563 NHAI
A.K. Sharma, GM (Gujarat) NHAI, HQ
New Delhi1882
Construction of six laning Ahmedabad Vadodara section of NH-8
Correspondance with IE & NHAI Page 7 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
124 Inward 05.04.2014 09.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20568
20568 NHAI Aarvee Associates 1883
Additional 3(A) under NH Act 1956 of village Hariyala, Kajipura, gobhalaj, Malarpura, Kanera of Taluka Kheda, Radhvanaj, Vansar, Sokhada, Antroli, Matar and Sandhana of Taluka, Matar, Tundel, Dumral, Dantali, Dabhan, Piplag, Guntal Nadiad Bhumel, Kanjari, Narsanda....
LA
125 Inward 05.04.2014 09.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20571
20571 NHAI Aarvee Associates 1884Representation received from chairmen agriculture produce market committee, reg. requirement of Underpass at Jetalpur
COS-III
126 Inward 20.03.2014 10.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20357
20357 NHAI Aarvee Associates 1885Investigation works for the condition of existing pavement for Km. 22.000 to Km. 42.000 ono NE-1
Expressway
127 Inward 20.03.2014 10.04.2014NHAI/NH-8/Railway/PIU-
Ahmedabad/2036420364 NHAI
Chief Cashier, Western Railway,
Mumbai1886
Proposed construction of 6 lane ROB in lieu of LC No 10 at Rly km 419-510 between Nadiad
ROB
128 Inward 20.03.2014 10.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20383
20383 NHAI Aarvee Associates 1887R. A. Bill no. 1 for Electric Pole Shifting (Anand (South), Kheda (R) & Nadiad (R) sub divisions of MGVCL)
Utility Shifting
129 Inward 20.03.2014 10.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20384
20384 NHAIDeputy Head Project Construction, Aarvee
Associates1888
Grievance of Shri Manish Shah regarding diversion of Expressway
Expressway
130 Inward 24.03.2014 10.04.2014NHAI/PIU-Ahmedabad/IE-
Aarvee/2038520385 NHAI IRB 1889
Reimbursement of 50% passed payment against service tax - Sept Nov – 2013
CA
131 Inward 25.03.2014 10.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20389
20389 NHAIDeputy Head Project Construction, Aarvee
Associates1890
Complaint regarding underpass bridge - village Gutal (Uttarsanda), Taluka Nadiad and District Kheda
Complaint
132 Inward 25.03.2014 10.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20390
20390 NHAIDeputy Head Project Construction, Aarvee
Associates1891 Representation received from Nirant Vividh seva trust COS-III
133 Inward 11.03.2014 10.04.2014NHAI/13013/156/05-06/CMD-
CP/AV-Expressway/4989349893 NHAI
Shri Jaswant kumar, IE
1892 Concessions to local and frequent users
134 Inward 09.04.2014 10.04.2014 AA/AMBD-VDDR/Q&M/1275 1275Aarvee
AssociatesIRB 1893
Submission of Mix Design for DBM Grade 2 using Aggregate from Source Othwad Quarry and Bitumen from IOCLBPCL & HPCL
LAB
135 Inward 09.04.2014 10.04.2014 AA/AMBD-VDDR/Q&M/1276 1276Aarvee
AssociatesIRB 1894
Submission of Mix Design for BC Grade 1 using Aggregate from Source Othwad Quarry and PMB 40 from OSNAR & HINCOL.
LAB
136 Inward 10.04.2014 10.04.2014 AA/AMBD-VDDR/DRH/1277 1277Aarvee
AssociatesNHAI 1895
Representation received from Tirupathi Foundation , Visnagar
COS-III
137 Outward 10.04.2014 IRB/AVSETPL/2092/2014 2092 IRB Aarvee AssociatesDelay in approval of GAD at Km. 65+545, Km. 75+425 and Km. 106+475 - reg
ROB
138 Outward 10.04.2014 IRB/AVSETPL/2093/2014 2093 IRBCGM (CMS), NHAI,
New DelhiPermission for road crossing of Optical Fibre Cable at NH-8 Km. 8+200 to Km. 9+400 total length 1.300 Km.
Access Permission
139 Outward 10.04.2014 IRB/AVSETPL/2094/2014 2094 IRB Aarvee Associates Black-Spot on Ahmedabad Vadodara section of NH-8 Black Spot
140 Outward 10.04.2014 IRB/AVSETPL/2095/2014 2095 IRBCGM (CMS), NHAI,
New Delhi
VIP Reference received from Shri Dinsha Patel, Hon'ble Minister of Mines, Govt. of India regarding construction of under bridge at NH-8.....
COS-III
Correspondance with IE & NHAI Page 8 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
141 Inward 10.04.2014 11.04.2014 AA/AMBD-VDDR/DRH/1278 1278Aarvee
AssociatesNHAI 1896
Tentative cost implication for additions modifications of various structures , Service Roads as per Site Requirement Public Demand VIP Reference etc
PUP
142 Outward 11.04.2014 IRB/AVSETPL/2097/2014 2097 IRB Aarvee AssociatesSubmission of design & drawings for Flyover at Ch. 108+860 Km.
Flyover
143 Outward 11.04.2014 IRB/AVSETPL/2098/2014 2098 IRB Aarvee AssociatesSubmission of Job Mix formula for Wet Mix Macadam using aggregate obtained from Jeshapura Quarry
LAB
144 Outward 11.04.2014 IRB/AVSETPL/2099/2014 2099 IRB Aarvee AssociatesSubmission of Design and Drawings for Reinforced Soil approach ramps for VUP at Matar Junction at ch. 36+396 Km
STRATA
145 Outward 11.04.2014 IRB/AVSETPL/2100/2014 2100 IRB Aarvee AssociatesSubmission of Design & Drawings for additional Underpass at ch. 7+800
CD WORK
146 Outward 11.04.2014 IRB/AVSETPL/2101/2014 2101 IRB Aarvee AssociatesSubmission of General Arrangement Drawings for Flyover at ch. 52+700 & 42+600 Km.
Flyover
147 Outward 11.04.2014 IRB/AVSETPL/2102/2014 2102 IRB Aarvee Associates Reiew of Monthly Status Report of the Concessionaire MSR
148 Outward 11.04.2014 IRB/AVSETPL/2103/2014 2103 IRBCGM (CMS), NHAI,
New DelhiRequest from Police Authority for CCTV footage and recoding
149 Outward 11.04.2014 IRB/AVSETPL/2104/2014 2104 IRBCGM (CMS), NHAI,
New Delhi
Land Acquisition in Anand District for missing Survey Block No. Major area differences on mutual - consent-private negotiation
LA
150 Outward 11.04.2014 IRB/AVSETPL/2105/2014 2105 IRBCGM (CMS), NHAI,
New DelhiSubmission of Cost Estimate of PUP at ch. 7+600 Km., village-Narol under "Change of Scope"
COS-III
151 Outward 11.04.2014 IRBAV/OUT/129 129 IRBCGM (CMS), NHAI,
New DelhiSubmission of Schedule N for Week No 12 & 13
152 Outward 11.04.2014 IRBAV/OUT/129 129 IRBCGM (CMS), NHAI,
New DelhiRegarding Schedule M & N for December 2013 to March 2014
153 Outward 11.04.2014 IRBAV/OUT/129 129 IRBCGM (CMS), NHAI,
New DelhiSubmission of Schedule M for the month of March 2014
154 Inward 07.04.2014 14.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20578
20578 NHAI Aarvee Associates 1897Shifting of existing temple within the ROW along NH-8 of Project Highway
Temple
155 Outward 14.04.2014 IRB/AVSETPL/2106/2014 2106 IRB Aarvee AssociatesTraffic diversion plans for construction of Flyover at Ch.66+940 (LHS) & Ch. 77+540 (RHS) and its approaches on NH-8.
Traffic Management
Plan NH-8156 Outward 14.04.2014 IRB/AVSETPL/2107/2014 2107 IRB Aarvee Associates Review of Monthly O & M Inspection Report MIR
157 Outward 14.04.2014 IRB/AVSETPL/2108/2014 2108 IRB Aarvee AssociatesAccess permission and approval of Logistic Park of Ms R. P. Chemical abutting on NH-8 at Km. 29+791.
Access Permission
158 Outward 14.04.2014 IRB/AVSETPL/2109/2014 2109 IRB Aarvee AssociatesRepresentation received from Malarpura Gram Panchayat, Taluka and district Kheda.
COS-III
159 Outward 14.04.2014 IRB/AVSETPL/2110/2014 2110 IRB Aarvee AssociatesRepresentation Received from Shri Vikrambhai Ravjibhai Parmar.
COS-III
160 Outward 14.04.2014 IRB/AVSETPL/2111/2014 2111 IRB Aarvee AssociatesTraffic Diversion Plan for Construction of Major Bridge across Mahi River at Ch.93+542 (LHS
Traffic Management
Plan NH-8
Correspondance with IE & NHAI Page 9 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
161 Outward 14.04.2014 IRB/AVSETPL/2112/2014 2112 IRB Aarvee AssociatesTraffic Diversion Plan for Construction of PUP at Ch. 97+750, 99+650 & 109+528 and it is approaches on NH-8
Traffic Management
Plan NH-8
162 Outward 14.04.2014 IRB/AVSETPL/2113/2014 2113 IRB Aarvee AssociatesTraffic Management Plan for Construction of additional Span on Shedhi River Bridge at Ch. 38.230 Km.
Traffic Management
Plan NE-1
163 Outward 14.04.2014 IRB/AVSETPL/2114/2014 2114 IRB Aarvee AssociatesTesting of POT-PTFE Bearing Dynamic Prestress (I) Pvt. Ltd, Nasik
LAB
164 Outward 14.04.2014 IRB/AVSETPL/2115/2014 2115 IRBCGM (CMS), NHAI,
New DelhiComplaint of Shri Ashok Surve Complaint
165 Outward 14.04.2014 IRB/AVSETPL/2116/2014 2116 IRB
Executive Engineer, Public Health work Division, GWS&SB,
Vadodara
Shifting of water pipeline-(450 mm dia.-LHS and 350 mm dia.-RHS, MS Pipeline)- Specification and Standard in Fazalpur, Dist. Vadodara-.reg..
Utility Shifting
166 Outward 14.04.2014 IRB/AVSETPL/2117/2014 2117 IRB Aarvee AssociatesM/s Ambica Petrolium, Bareja, Taluka Daskroi, Ahmedabad
Access Permission
167 Outward 14.04.2014 IRB/AVSETPL/2118/2014 2118 IRBCGM (CMS), NHAI,
New DelhiIssue the notice for payment of structure which included in award of Anand District
168 Outward 14.04.2014 IRB/AVSETPL/2119/2014 2119 IRBCGM (CMS), NHAI,
New DelhiVarious issue of GSFC in proposed six laning
Access Permission
169 Outward 15.04.2014 IRB/AVSETPL/2121/2014 2121 IRB Aarvee AssociatesSubmission of Mix Design for DBM Grade 1 Using Aggregate from Source Othwad Quarry and Bitumen from IOCL, BPCL & HPCL
LAB
170 Outward 15.04.2014 IRB/AVSETPL/2122/2014 2122 IRB Aarvee AssociatesSubmission of Trial stretch of Wet Mix Macadam with Jeshapura Quarry aggregate
LAB
171 Outward 15.04.2014 IRB/AVSETPL/2123/2014 2123 IRB Aarvee AssociatesInvestigation works for the condition of existing Pavement from Km. 22.000 to Km. 42.000 on NE-1
PLAN & PROFILE NE-1
172 Outward 15.04.2014 IRB/AVSETPL/2124/2014 2124 IRB Aarvee AssociatesMethod Statement for Repair of Cracks in bituminous course over Deck Slab of Major Bridge over Vatrak River on NE-1
Expressway
173 Outward 15.04.2014 IRB/AVSETPL/2125/2014 2125 IRB Aarvee AssociatesSubmission of Plan and Profile Drawing for Toll Plaza at Km. 44.000
Toll Plaza
174 Inward 10.04.2014 15.04.2014NHAI/PIU-Ahmedabad/IE-
Aarvee/2059620596 NHAI IRB 1898
Reimbursement of 50% passed payment against Service Tax
CA
175 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20597
20597 NHAIShri S.Jaswant Kumar,
IE1899 Complaint of Shri Vijay Joshi Complaint
176 Inward 09.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20610
20610 NHAI Aarvee Associates 1900First appeal application under Right to Information Act, 2005 from Shri Nishith Joshi
RTI
177 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20611
20611 NHAI Aarvee Associates 1901 Representation received from Villagers of Aslali COS-III
178 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20612
20612 NHAI Aarvee Associates 1902 Acquisition of Center's land - reg. LA
179 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20613
20613 NHAI Aarvee Associates 1903Application of Shri Nirav J. Hiryara, Block No. 575, Villager Mogar, Taluka & District Anand, Chainage 80+370 to 80+600
LA
Correspondance with IE & NHAI Page 10 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
180 Inward 10.04.2014 15.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2061820618 NHAI
Special Land Acquisition officer
Vadodara1904
3(D) Gazatte Notification dated 27.03.14 of Villages Dashrath and Fajalpur
LA
181 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20619
20619 NHAI Aarvee Associates 1905Grivance of Sh. Manish Shah reg. diversion of expressway
Expressway
182 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11011/3/14/NH-8/6-laning/20620
20620 NHAI IRB 1906 Photography and video of AV Expressway Video recording
183 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20622
20622 NHAI Aarvee Associates 1907Vehicle Tracking System using global positioning system to tack ambulances route patrol vehicles and tow away cranes
Vehicle Tracking
184 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20623
20623 NHAI Aarvee Associates 1908Complaint regarding Underpass Bridge on NH-8 Village Gutal (Uttarsanda), Taluka Nadiad and District Kheda
Complaint
185 Inward 09.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20624
20624 NHAI Aarvee Associates 1909Representation received from President Ahmedabad Motor Transport Association
Toll Rate
186 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20627
20627 NHAI Aarvee Associates 1910 Representation received from Sarpanch Vansar Village COS-III
187 Inward 10.04.2014 15.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20628
20628 NHAI Aarvee Associates 1911Permission for laying Optical Fibre Cable along NE1 from Vadodara (Express Highway limit) to Nadiad (Express Highway Limit)
Access Permission
188 Inward 14.04.2014 15.04.2014 AA/AMBD-VDDR/DRH/1279 1279Aarvee
AssociatesIRB 1912
Location Survey within Ahmedabad City for CSITMS project.
189 Inward 14.04.2014 15.04.2014 AA/AMBD-VDDR/DRH/1280 1280Aarvee
AssociatesIRB 1913
Traffic Diversion Plan for Construction of Minor Bridge at Ch. 89+362 (LHS) on NH-8
Traffic Management
Plan NH-8
190 Inward 15.04.2014 16.04.2014 AA/AMBD-VDDR/DRH/1281 1281Aarvee
AssociatesNHAI 1914
First Appeal Application under Right to Information Act,2005 from Shri Nishith Joshi
RTI
191 Inward 12.04.2014 16.04.2014NHAI/PIU-
Ahmedabad/Permission/ 20639
20639 NHAIThe Divisional
Engineer OFC (Mtce), I, BSNL
1915Uninterrupted BSNL telecom service during Loksabha Election 2014
Access Permission
192 Inward 14.04.2014 16.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20640
20640 NHAI Aarvee Associates 1916 Detail report of Accident Tanker no. MH 04 DD 645 Accident Report
193 Inward 14.04.2014 16.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20641
20641 NHAI Aarvee Associates 1917Application of Bhupendrakumar Diabhai Patel of Bareja dated 09.04.2014
Application
194 Inward 14.04.2014 16.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2064220642 NHAI
The Collector District Kheda Nadiad
1918Uninterrupted BSNL telecom service during Loksabha Election 2014
Access Permission
195 Inward 17.04.2014 17.04.2014 NHAI/PIU-Ahmedabad/20677 20677 NHAI
GM, Essel Ahmedabad-Godhara Toll Roads, PD BSCPL Godhra Tollways Ltd., IRB
1919Vehicle Tracking System using Global Positioning System (GPS) to track Ambulance, Route Patrol Vehicles and Tow Away Cranes
Vehicle Tracking
Correspondance with IE & NHAI Page 11 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
196 Inward 16.04.2014 17.04.2014 AA/AMBD-VDDR/DRH/1283 1283Aarvee
AssociatesIRB 1920
Submission of Design & Drawings for Flyover at Ch. 108+860
Flyover
197 Inward 16.04.2014 17.04.2014 AA/AMBD-VDDR/DRH/1284 1284Aarvee
AssociatesIRB 1921
Tentative cost implication for additions-modifications of various structures, Service Roads as per Site Requirement-Public Demand-VIP References etc.
COS-III
198 Inward 17.04.2014 17.04.2014 AA/HW/NHAI/1308/14-15/040 40Aarvee
AssociatesNHAI 1922 Achievement of Project Milestone-1-Reg. Milestone
199 Outward 17.04.2014 IRB/AVSETPL/2127/2014 2127 IRB Aarvee Associates
RA Bill no. 1 for Shifting of HT-LT Lines and Transformers center on for widening of Road NH-8 from Ahmadabad to Vadodara Section under Anand (South) subdivision of Anand division, Kheda ® subdivision of Mahemdavad division and Nadiad (R ) subdivision of Nadiad division within ROW along NH-8 - Reg
Utility Shifting
200 Outward 17.04.2014 IRB/AVSETPL/2128/2014 2128 IRB Aarvee AssociatesSource of Earth to be obtained from Borrow Areas for use in Embankment - Sub grade - Median Filling.
LAB
201 Outward 17.04.2014 IRB/AVSETPL/2129/2014 2129 IRB Aarvee AssociatesRepresentation received from Sarpanch Dumral Gram Panchayat, Taluka Nadiad, District Kheda
COS-III
202 Outward 17.04.2014 IRB/AVSETPL/2130/2014 2130 IRB Aarvee Associates Expenditure on Civil Works Civil Work
203 Outward 17.04.2014 IRB/AVSETPL/2131/2014 2131 IRB Aarvee AssociatesPermission for laying Optical Fibre Cable from Km. 98.998 to Km. 104.700 (Total Length - 5.702 Km.) NH-8.
Access Permission
204 Outward 17.04.2014 IRB/AVSETPL/2132/2014 2132 IRBCGM (CMS), NHAI,
New DelhiVIP reference received from Shri Manoj Thakore. COS-III
205 Outward 17.04.2014 IRB/AVSETPL/2133/2014 2133 IRB Aarvee Associates Representation of Villagers of Bhumel COS-III
206 Inward 10.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2060120601 NHAI
District Collector, Anand
1923Regarding split the land acquisition area after measurement as per possession at village Anand for 6 laning work of NH-8
LA
207 Inward 31.03.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2064320643 NHAI
District Collector, Anand
1924Resurvey as per objection applications for compensation received during land acquisition at village Mogar District Anand
LA
208 Inward 31.03.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2064420644 NHAI
District Collector, Anand
1925Resurvey as per objection applications for compensation received during land acquisition for 6 laning work of NH-8
LA
209 Inward 14.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/2064920649 NHAI Aarvee Associates 1926
Representation of Sh. Vasantbhai Chaturbhai Patel regarding survey no. 186+192-1 of Village Vasad, Taluka Anand, District Anand
LA
210 Inward 14.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/2065020650 NHAI Aarvee Associates 1927
Representation of divisional director state transport nadiad regarding LA of survey no. 182-B of Village Vasad, Taluka Anand, District Anand
LA
211 Inward 14.04.2014 18.04.2014NHAI/PIU-
Ahmedabad/11011/3/14NH-8/6-laning/20652
20652 NHAI IRB 1928 Concessions to local and frequent users
212 Inward 11.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NE-
1/2065520655 NHAI
City Engineer (Drainage) AMC
1929Damage to ROW fencing of NHAI property at Ch-0+000 Km to Ch 0 400 km on Ahmedabad-Vadodara Expressway (NE-1) section of project Highway
Expressway
Correspondance with IE & NHAI Page 12 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
213 Inward 10.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2066120661 NHAI
District Collector, Anand
1930Regarding split the land acquisition area after measurement as per possession at village Boriavi District Anand for 6 laning work of NH-8
LA
214 Inward 15.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/2066320663 NHAI Aarvee Associates 1931
NA-NOC for Survey-block nos. 76 paiki 1 Village Dumral, Taluka Nadiad, District Kheda
LA
215 Inward 14.04.2014 18.04.2014 NHAI/PIU-Ahmedabad/20664 20664 NHAI Aarvee Associates 1932Information providing of Road Users and Uploaded on NHAI Website
216 Inward 31.03.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2066920669 NHAI
District Collector, Anand
1933Objection applications received for compensation paid during land acquisition at village chikhodara District Anand for 6 laning work of NH-8
LA
217 Inward 31.03.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2067020670 NHAI
District Collector, Anand
1934Resurvey as per objection applications for compensation received during land acquisition at village Boriavi District Anand
LA
218 Inward 11.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2067120671 NHAI
District Collector, Anand
1935Resurvey of structures and land exists at survey no.181 at village Vasad District Anand for payment of compensation
LA
219 Inward 31.03.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2067220672 NHAI
District Collector, Anand
1936Objection letters for compensation received during land acquisition for 6 laning work of NH-8
LA
220 Inward 18.04.2014 18.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2074320743 NHAI
CGM (Tech) & RO (Gujarat) NHAI,
Gandhinagar1936 A
Construction of Roadway in restricted width due to existing facilities on ONGC and IOCL from Km. 31.500 to 33.500
Access Permission
221 Outward 18.04.2014IAVSET/BD/Toll rates/14/13025
13025 IRBCGM (Tech) Gujarat &
(CO), NHAI, New Delhi
Concession to local and frequent users. Toll Rate
222 Outward 18.04.2014 IRB/AVSETPL/2135/2014 2135 IRB Aarvee AssociatesSubmission of Design & Drawings for Flyover at Ch. 108+860 Km
Flyover
223 Outward 18.04.2014 IRB/AVSETPL/2136/2014 2136 IRB Aarvee AssociatesSubmission of Design & Drawings for Storm Water Open Drains.
SWD
224 Inward 19.04.2014 19.04.2014 AA/AMBD-VDDR/DRH/1285 1285Aarvee
AssociatesNHAI 1937
RA Bill no. 1 for Shifting of HTLT Lines and Transformers center on for widening of Road NH-8 from Ahmadabad to Vadodara Section
Utility Shifting
225 Inward 14.04.2014 19.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2065420654 NHAI
Shri Gopalbhai Laxmanbhai Purohit,
Nadiad1938
Access permission for entry at Rajasthan Garden Hotel situated on NH-8
Access Permission
226 Inward 17.04.2014 19.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20679
20679 NHAI Aarvee Associates 1939Representation received from Sarpanch Dabhan Gram Panchayat, Nadiad
COS-III
227 Inward 17.04.2014 19.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20680
20680 NHAI Aarvee Associates 1940Grievance received in Jilla Swagat Lok Fariyadd Nivaran programme from Sh. Kiritbhai Vittalbhai Nadiad
228 Inward 17.04.2014 19.04.2014NHAI/PIU-
Ahmedabad/11011/3/14/NH-8/6-laning/20710
20710 NHAI IRB 1950Representation received from Kanjari Nagar Seva Sadan & Patel Babubhai Ambalal, Kanjari, Nadiad
COS-III
229 Inward 24.07.2013 19.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/18444
18444 NHAIShri Jaswant kumar,
IE1951
Validition of Toll Rate on Ahmedabad Vadodara Expressway (NE-1) w.e.f. 01.07.2013
Toll Rate
230 Inward 17.01.2014 19.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/19933
19933 NHAIShri Jaswant kumar,
IE1952 Concession to local and frequent users. Toll Rate
Correspondance with IE & NHAI Page 13 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
231 Inward 22.02.2014 19.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20181
20181 NHAI Aarvee Associates 1953 Concession Agreement dated 25.07.2011 Toll Rate
232 Inward 19.04.2014 19.04.2014 AA/AMBD-VDDR/DRH/1286 1286Aarvee
AssociatesNHAI 1954
Delay in approval of GAD at Km 65.545, Km 75.425 and Km 106.475.
ROB
233 Inward 19.04.2014 19.04.2014 AA/AMBD-VDDR/MIR/1287 1287Aarvee
AssociatesNHAI 1955 Monthly O & M Inspection Report MIR
234 Inward 19.04.2014 19.04.2014 AA/AMBD-VDDR/Q&M/1288 1288Aarvee
AssociatesIRB 1956
Testing of POT-PTFE Bearing Dynamic Prestress (I) Pvt. Ltd, Nasik
LAB
235 Inward 19.04.2014 19.04.2014 AA/AMBD-VDDR/Q&M/1289 1289Aarvee
AssociatesIRB 1957
Proposal of use of Evotherm, Warm Mix Asphalt Technology for project
LAB
236 Inward 19.04.2014 19.04.2014 AA/AMBD-VDDR/Q&M/1290 1290Aarvee
AssociatesIRB 1958
Submission of Job Mix Formula for Wet Mix Macadam using aggregate Obtained from Jeshapura Quarry
LAB
237 Inward 19.04.2014 19.04.2014 AA/HW/NHAI/1308/14-15/047 47Aarvee
AssociatesIRB 1959
Review of Plan & profile drawings for Service Road and Slip Road for Flyover/underpass from Km. 6+400 to Km. 108+500 of NH-8- reg
PLAN & PROFILE NH-8
238 Outward 19.04.2014 IRB/AVSETPL/2138/2014 2138 IRBCGM (CMS), NHAI,
New DelhiVarious issue of GSFC in proposed Six Laning.
239 Outward 19.04.2014 IRB/AVSETPL/2139/2014 2139 IRB Aarvee AssociatesSubmission of Rigid Pavement Design & Drawing for Toll Plaza Location
Toll Plaza
240 Inward 15.04.2014 21.04.2014 AA/AMBD-VDDR/MIR/1282 1282Aarvee
AssociatesNHAI 1960 Monthly Inspection Report -Reg. MIR
241 Outward 21.04.2014 IRB/AVSETPL/2141/2014 2141 IRBCGM (CMS), NHAI,
New Delhi
Additional structures modification in sizechange in location of structures construction of additional service roads under Change of Scope
COS-III
242 Outward 21.04.2014 IRB/AVSETPL/2142/2014 2142 IRB Aarvee AssociatesSubmission of Designs and method statement for casting of RE wall blocks and company profile of Service provider M/s Sohams Foundation Engineering Pvt. Ltd.
LAB
243 Outward 21.04.2014 IRB/AVSETPL/2143/2014 2143 IRB Aarvee AssociatesSubmission of Designs Drawings for Underpass Tunnel for Toll Plaza at Ch 44+000 Km Ch 91+786 Km
Toll Plaza
244 Outward 21.04.2014 IRB/AVSETPL/2144/2014 2144 IRB Aarvee AssociatesCompany profile of MEREX E.A. Co. Ltd. as one of the source of Geo Grid for the Project
LAB
245 Outward 21.04.2014 IRB/AVSETPL/2145/2014 2145 IRB Aarvee AssociatesTentative cost implication for addition modification of various structures, service road as per site requirement public demand VIP reference.
COS-III
246 Outward 21.04.2014 IRB/AVSETPL/2146/2014 2146 IRB Aarvee AssociatesSubmission of Design & Drawings for Flyover at Ch. 108+860 Km
Flyover
247 Inward 21.04.2014 21.04.2014 AA/AMBD-VDDR/Q&M/1292 1292Aarvee
AssociatesIRB 1961
Submission of Mix Design for DBM Grade 1 Using Aggregate from Source Othwad Quarry and Bitumen from IOCL, BPCL & HPCL
LAB
248 Inward 21.04.2014 21.04.2014 AA/AMBD-VDDR/Q&M/1293 1293Aarvee
AssociatesIRB 1962
Method Statement for Repair of Cracks in bituminous course over Deck Slab of Major Bridge over Vatrak River on NE-1
LAB
249 Inward 21.04.2014 21.04.2014 AA/AMBD-VDDR/Q&M/1294 1294Aarvee
AssociatesIRB 1963
Submission of Trial stretch of Wet Mix Macadam with Jeshapura Quarry Aggregate.
LAB
Correspondance with IE & NHAI Page 14 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
250 Inward 17.04.2014 21.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20681
20681 NHAI Aarvee Associates 1964Proposal for modification in Design Cross Section between Km. 95+000 to Km. 109+000 in view of number of pipelines laying within th ROW of the Project
COS-I
251 Inward 16.04.2014 21.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2068220682 NHAI
Executive Engineer, Petlad Irrigation Division, Petlad
1965Relocation of existing Piplag Sub Minor due to widening of Minor Bridge on Cambay Branch Canal at Km. 59+364 (RHS)
CANAL SYPHONS
252 Inward 17.04.2014 21.04.2014NHAI/PIU-Ahmedabad/Policy
Matter/2070020700 NHAI
Deputy Head Project Construction, Aarvee
Associates1966
Partial Modification to the existing guidelines for processing Extension of Time Cases related to Supervision Consultancy and IE services
MOM
253 Inward 17.04.2014 21.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20706
20706 NHAI Aarvee Associates 1967Request from Police Authority for CCTV Footage and Recording
254 Inward 17.04.2014 21.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2071120711 NHAI IRB 1968
Concessionaire shall make reasonable effort to facilitate the acqusition of land
LA
255 Inward 17.04.2014 21.04.2014NHAI/PIU-Ahmedabad/IE-
Aarvee/2071420714 NHAI IRB 1969
Reimbursement of 50% of passed payment against invoice no. 21 for the month of March 2014 (Indian Currency)
CA
256 Inward 17.04.2014 21.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20718
20718 NHAI Aarvee Associates 1970Submission of cost estimate of PUP at 7+600 Km. Village Narol under COS
COS-III
257 Inward 17.04.2014 21.04.2014NHAI/PIU-Ahmedabad/NH-
8/Permission/2071920719 NHAI
M/s Idea Cellular Limited Gandhinagar
1971Permission for road crossing of optical fibre cable at NH-8 from MS 73+300 to MS 74+200 near Anand City Length 0.900 Mtr.
Access Permission
258 Inward 16.04.2014 21.04.2014NHAI/PIU-
Ahmedabad/11015/2/13/NH-8/6-laning/20720
20720 NHAIThe Superintending
Archeologist , Vadodara
1972Request for issue NOC for removal of wall located at Jetalpur, Taluka - Dascroi, Ahmedabad, on Ch. 15+800 to 16+000
NOC
259 Inward 17.04.2014 21.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2072120721 NHAI
CGM (T) & RO, Gandhinagar
1973Request for issue NOC for removal of wall located at Jetalpur, Taluka - Dascroi, Ahmedabad, on Ch. 15+800 to 16+000
NOC
260 Inward 17.04.2014 21.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2072520725 NHAI
The Sarpanch, Bhumal Gram panchyat
1974 Request for Underpass at Km. 64+584 COS-III
261 Inward 17.04.2014 21.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20726
20726 NHAI Aarvee Associates 1975Land Acquistion in Vadodara for missing Survey-Block No.-Major Area differences on mutual consent private negotiation - reg
LA
262 Inward 17.04.2014 21.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20739
20739 NHAI Aarvee Associates 1976Additional 3(A) under NH Act 1956 of Village Narol, Isanpur of Taluka Ahmedabad City East, Aslali, Bareja, Jetalpur, Vatwa and Laxmipura.
LA
263 Outward 22.04.2014 IRB/AVSETPL/2148/2014 2148 IRB Aarvee AssociatesSubmission of Design and Drawings for Flyover at Ch.109+533
Flyover
264 Outward 22.04.2014 IRB/AVSETPL/2149/2014 2149 IRB Aarvee AssociatesSubmission of Typical Design Drawings for Box Underpass of Size 10 0m x 3 5m.
CD WORK
265 Outward 22.04.2014 IRB/AVSETPL/2150/2014 2150 IRB Aarvee Associates Submission of drawings for Flyover at Ch. 95+830 Km. Flyover
266 Inward 17.04.2014 22.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2071220712 NHAI
The President Kanjari Nagar Seve Sadan
1977 Request of drainage system near kanjari access road COS-III
Correspondance with IE & NHAI Page 15 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
267 Inward 17.04.2014 22.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2072220722 NHAI
Shri Laljibhai Dholabhai Desai
Kenera1978
Request for drainage arrangement and construction of damaged culvert near BPCL depot at km. 23.520
COS-III
268 Inward 18.04.2014 22.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20741
20741 NHAI Aarvee Associates 1979Representation received from president Ahmedabad motor transport association
COS-III
269 Inward 18.04.2014 22.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2074420744 NHAI IRB 1980
Possession receipt (Kabja Pavti) for acquired land for village adas of taluka and district anand
LA
270 Inward 18.04.2014 22.04.2014NHAI/PIU-
Ahmedabad/11011/3/14/NH-8/6-laning/20747
20747 NHAI IRB 1981 Revision of user fee rates w.e.f. 01.04.2014 Toll Rate
271 Inward 17.04.2014 22.04.2014NHAI/PIU-
Ahmedabad/11012/13/NH-8/6-laning/20748
20748 NHAI Aarvee Associates 1982Additional 3(A) under NH Act 1956 of village chhani, dashrath, padamala, Sankarda, Fajalpur, Ranoli, Dumad and Rayka of Taluka Vadodara district
LA
272 Inward 18.04.2014 22.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20749
20749 NHAI Aarvee Associates 1983
Additional 3(A) under NH Act 1956 of village boriavi, lambhvel, anand, samarkha Chikhodara Vaghasi, Gamdi, Mogar, Vadod, Gopalpura, Adas and Vasad of Taluka Anand district anand
LA
273 Outward 23.04.2014 IRB/AVSETPL/2152/2014 2152 IRB Aarvee Associates Submission of Monthly Status Report MSR
274 Outward 23.04.2014 IRB/AVSETPL/2153/2014 2153 IRB Aarvee AssociatesDelay in approval of GAD at Km. 65+545, Km. 75+425 and Km. 106+475 - Reg
ROB
275 Outward 23.04.2014 IRB/AVSETPL/2154/2014 2154 IRBCGM (CMS), NHAI,
New Delhi
Vehicle Tracking System using Global Positioning System (GPS) to track Ambulance, Route Patrol Vehicles and Toe away Cranes
Vehicle Tracking
276 Outward 23.04.2014 IRB/AVSETPL/2155/2014 2155 IRB Aarvee AssociatesSubmission of Design & Drawings for Flyover at Ch. 108+860 Km.
Flyover
277 Inward 17.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2075920759 NHAI
District Collector, Kheda
1984Regarding Objection letter for Ahmedabad - Vadodara Six lane Project
LA
278 Inward 18.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2076020760 NHAI
District Collector, Anand
1985Regarding difference in land acqisition area for survey no.27-3 at Vasad village District Anand for six laning of Ahmedabad - Vadodara Project -
LA
279 Inward 18.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2076220762 NHAI
District Collector, Anand
1986Regarding land acquistion for survey no.2619-6 at village Anand District Anand
LA
280 Inward 18.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2076320763 NHAI
District Collector, Anand
1987Regarding land acquistion for survey no.2619-7 at village Anand District Anand
LA
281 Inward 10.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2076520765 NHAI
District Collector, Anand
1988To seprate the area of land acquistion for survey no.2605 village- Anand District- Anand
LA
282 Inward 18.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2076620766 NHAI
District Collector, Anand
1989Regarding resurvey of land for survey no.164 at village -Chikhodara District - Anand
LA
283 Inward 18.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2076720767 NHAI
District Collector, Anand
1990Regarding resurvey of land for survey no.105-2 and 101-1 at Village -Gamdi District - Anand
LA
284 Inward 18.04.2014 24.04.2014NHAI/PIU-Ahmedabad/NH-
8/LA/2076820768 NHAI
District Collector, Anand
1991Regarding mistake during land acquisition for survey no.910 at village- Vasad District - Anand
LA
285 Inward 23.04.2014 24.04.2014NHAI/12011/1/2010-RO-
GNR/Tech./AHD/Vol.13/243243 NHAI
Sh. A.K. Sharma GM (Tech) NHAI HQ
1992
Approval of shifting-raising of 400/220/132/66 KV EHT Line on Ahmedabad-Vadodara section of NH-8(Ahmedabad section)-under Deposit work Revision of approved estimate considering current SOR & material rates
Utility Shifting
Correspondance with IE & NHAI Page 16 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
286 Inward 19.04.2014 24.04.2014 AA/AMBD-VDDR/MPR/1291 1291Aarvee
AssociatesIRB 1993
Review of Monthly Progress Report of the Concessionaire.
MPR
287 Inward 23.04.2014 24.04.2014 AA/AMBD-VDDR/QIR/1295 1295Aarvee
AssociatesNHAI 1994 Quarterly Inspection Report no. - 05 QIR
288 Inward 23.04.2014 24.04.2014 AA/AMBD-VDDR/DRH/1296 1296Aarvee
AssociatesIRB 1995 Plan and Profile drawings for Toll Plaza at Km 44.000 Toll Plaza
289 Inward 23.04.2014 24.04.2014 AA/AMBD-VDDR/DRH/1297 1297Aarvee
AssociatesIRB 1996
Submission of Plan and Profile Drawings for ROB at 54+865.
ROB
290 Inward 23.04.2014 24.04.2014 AA/AMBD-VDDR/Q&M/1298 1298Aarvee
AssociatesIRB 1997
Source of Earth to be obtained from Borrow Areas for use in Embankment-Sub grade-Median Filling
LAB
291 Inward 23.04.2014 24.04.2014 AA/AMBD-VDDR/DRH/1299 1299Aarvee
AssociatesIRB 1998
Design and drawings for Underpass Tunnel, Layout and Land Acquisition Plan for Toll Plaza at Km 44+000 and Km 91+786 on NH-8 Section of the Project Highway.
Toll Plaza
292 Inward 23.04.2014 24.04.2014 AA/AMBD-VDDR/DRH/1300 1300Aarvee
AssociatesNHAI 1999 Leave of absence of Team Leader.
293 Inward 24.04.2014 24.04.2014 AA/AMBD-VDDR/DRH/1301 1301Aarvee
AssociatesNHAI 2000
Access Permission for factory of Marck Biosciences Ltd. abutting on NH-8 (New NH-48) at Km. 31.712 (between Km. 31.600 to 31.738) left side at survey no.-669-1 at village-Hariyala, Tal-Kheda.
Access Permission
294 Inward 24.04.2014 24.04.2014 AA/AMBD-VDDR/DRH/1302 1302Aarvee
AssociatesNHAI 2001
Access Permission and approval of Logistic Park of M/s R.P. Chemicals abutting on NH-8 (New NH-40) at Km 29.791 ( between Km 29.715 to Km 29.868) ,Right Side at Survey No. 114,115 &116 at Village Kajipura, Taluka Kheda, Dist Kheda, State-Gujarat.
Access Permission
295 Inward 24.04.2014 25.04.2014 AA/AMBD-VDDR/DRH/1303 1303Aarvee
AssociatesIRB 2002
Proposals for modifications in design – cross section between Km 95.000 to Km 109.000 in view of a number of pipelines laying within the ROW of the Project.
COS-I
296 Inward 24.04.2014 25.04.2014 AA/AMBD-VDDR/DRH/1304 1304Aarvee
AssociatesIRB 2003
Investigation works for the condition of existing pavement from Km 22.000 to Km 42.000 on NE -1
PLAN & PROFILE NE-1
297 Inward 23.04.2014 25.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2083420834 NHAI IRB 2004
Delay in approval of GAD at Km. 65+545, 75+425 and Km. 106+475
ROB
298 Inward 16.04.2014 25.04.2014NHAI/12011/1/2010-RO-
GNR/Tech./AHD/Vol-14/185185 NHAI
Sh. A.K. Sharma GM (Tech) NHAI HQ
2005
Representation of Borriavi Nagar Palika received from Dr Tushar A Chaudhary, MOS (RT&H) regarding construction of small PUP at km. 69+300 instead of Box culvert structure
COS-II
299 Inward 25.04.2014 25.04.2014 NHAI/PIU-Ahmedabad/20865 20865 NHAI Aarvee Associates 2006Meeting taken by secretary (RTH) on 22.04.2014 on traffic survey locations for the reaches entrusted to NAHI
MOM
300 Inward 25.04.2014 25.04.2014 AA/AMBD-VDDR/DRH/1305 1305Aarvee
AssociatesNHAI 2007
Construction of Proposed Flyover at Narol Junction at Ch. 6.400 on NH-8
COS-III
301 Inward 25.04.2014 25.04.2014 AA/AMBD-VDDR/DRH/1306 1306Aarvee
AssociatesNHAI 2008
Legal Notice received from Shri Thamim Ansari ,Advocate, High Court, Ahmedabad
Legal Notice
302 Outward 25.04.2014 IRB/AVSETPL/2156/2014 2156 IRBCGM (CMS), NHAI,
New DelhiWork not allowed by Ms Piyush Hotel from Ch-27+520 Km to Ch-27+780 Km Village-Goblej Dist-Kheda.
COS-III
303 Outward 25.04.2014 IRB/AVSETPL/2157/2014 2157 IRBCGM (CMS), NHAI,
New DelhiExecutive Engineer, Mahi Irrigation Division, Nadiad's
CANAL SYPHONS
Correspondance with IE & NHAI Page 17 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
304 Outward 25.04.2014 IRB/AVSETPL/2158/2014 2158 IRBCGM (CMS), NHAI,
New DelhiSuggestions received from User Sri Jitendra B Patel. Complaint
305 Outward 25.04.2014 IRB/AVSETPL/2159/2014 2159 IRB Aarvee AssociatesSource of Earth to be obtained from Borrow Areas for use in Embankment Sub gradeMedian Filling
LAB
306 Inward 23.04.2014 26.04.2014NHAI/12011/1/2010-RO-
GNR/Tech./AHD/Vol-13/255255 NHAI
Sh. A.K. Sharma GM (Tech) NHAI HQ
2009Approval of shifting -raising HT lines on Ahmedabad Vadodara section section of NH-8 under Jambuva Circle
Utility Shifting
307 Inward 28.04.2014 28.04.2014 AA/AMBD-VDDR/DRH/1307 1307Aarvee
AssociatesIRB 2010
Traffic Diversion Plan for construction of Major Bridge across Mahi River at Ch. 93+542 (LHS)
Traffic Management
Plan NH-8
308 Inward 28.04.2014 28.04.2014 AA/AMBD-VDDR/DRH/1308 1308Aarvee
AssociatesIRB 2011
Traffic Diversion Plan for construction of PUP at Ch. 97+750, 99+650 & 109+528
Traffic Management
Plan NH-8
309 Inward 28.04.2014 28.04.2014 AA/AMBD-VDDR/DRH/1309 1309Aarvee
AssociatesNHAI 2012
Meeting taken by Secretary (RTH) on 22.04.2014 on Traffic Survey Locations for the reaches entrusted to NHAI
MOM
310 Inward 28.04.2014 28.04.2014 AA/AMBD-VDDR/DRH/1310 1310Aarvee
AssociatesIRB 2013
Traffic diversion plans for construction of Flyover at Ch.66+940 (LHS) & Ch. 77+540 (RHS) and its approaches on NH-8.
Traffic Management
Plan NH-8
311 Inward 28.04.2014 28.04.2014 AA/AMBD-VDDR/DRH/1311 1311Aarvee
AssociatesIRB 2014
Traffic Management Plan for Construction of additional Span on Shedhi River Bridge at Ch. 38.230 Km.
Traffic Management
Plan NE-1
312 Inward 22.04.2014 28.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20783
20783 NHAI Aarvee Associates 2015 Various issues of GSFC in proposed six laning
313 Inward 22.04.2014 28.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20784
20784 NHAI Aarvee Associates 2016 Revision of User Fee Rates w.e.f. 01.04.2014 Toll Rate
314 Inward 22.04.2014 28.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2079820798 NHAI
Shri Amit Chavda, Hon'ble MLA
2017Request for making arrangement for water disposal near Mogar Village
COS-III
315 Inward 22.04.2014 28.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20802
20802 NHAIManaging Director,
GSRDCL, Gandhinagar2018
Incorporate the planning of grade seperator - appropriate structure to cater the future growth of traffic at Vasad Junction
316 Inward 22.04.2014 28.04.2014NHAI/PIU-Ahmedabad/NH-
8/2080520805 NHAI Aarvee Associates 2019
Representation of Shri Jitendrabhai Manibhai Patel regarding survey no. 449 of Village Vaghasi, Taluka Anand, District Anand
COS-III
317 Inward 22.04.2014 28.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20806
20806 NHAI Aarvee Associates 2020
Delay in construction of Project Highway due to non availablity of land, hindrances on account of encroachment, delay in approval of estimates for shifting of various utlities under change of scope proposals, stoppage of works at various locations by local villagers/politicians/village panchyat and delay in approval of GAD for ROB's
ROB
318 Outward 28.04.2014 IRB/AVSETPL/2161/2014 2161 IRBCGM (CMS), NHAI,
New DelhiLocation Survey within Ahmedabad City for CSITMS project
319 Outward 28.04.2014 IRB/AVSETPL/2162/2014 2162 IRBCGM (CMS), NHAI,
New DelhiPayment for Maintenance Charges for level crossing no. 10-B on NH-8
ROB
Correspondance with IE & NHAI Page 18 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
320 Outward 28.04.2014 IRB/AVSETPL/2163/2014 2163 IRB Aarvee Associates
Sleeves at deck continuity location for Major Bridge across river (i) Kalia Bhera (Meshow) at ch. 30+610 Km. (ii) Vatrak at Ch. 35+000 Km, (iii) Mahi at ch. 93+542 Km. & (iv) Mini at Ch. 97+688 Km.
Major Bridge
321 Outward 28.04.2014 IRB/AVSETPL/2164/2014 2164 IRBCGM (CMS), NHAI,
New DelhiDelay in approval of GAD at Km. 65+545, Km. 75+425 and Km. 106+475 - Reg.
ROB
322 Outward 28.04.2014 IRB/AVSETPL/2165/2014 2165 IRB Aarvee AssociatesSubmission of Mix Designfor GSB using Natural GSB (Mahi River) &Othwad crushed GSB
LAB
323 Outward 28.04.2014 IRB/AVSETPL/2166/2014 2166 IRB Aarvee Associates Submission of Mix Design of natural GSB of Mahi - Reg. LAB
324 Outward 28.04.2014 IRB/AVSETPL/2167/2014 2167 IRB Aarvee AssociatesSource of Earth to be obtained from Borrow Areas for use in Embankment Sub grade Median Filling
LAB
325 Outward 28.04.2014 IRB/AVSETPL/2168/2014 2168 IRB Aarvee AssociatesSubmission of Mix Design for concrete using Ultratech Cement, Admixture of STP Ltd. and Fine aggregate of Mahi River
LAB
326 Inward 17.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20717
20717 NHAI Aarvee Associates 2021Video recording of 5th Quarter (January 2014 to March 2014)
Video recording
327 Inward 17.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20718
20718 NHAI Aarvee Associates 2022Submission of cost estimate of PUP at 7+600 Km. Village Narol under COS
COS-III
328 Inward 22.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20773
20773 NHAI Aarvee Associates 2023 Release of Performance Security
329 Inward 22.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20774
20774 NHAI Aarvee Associates 2024 Submission of Schedule M for the month of March 2014
330 Inward 22.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20776
20776 NHAI Aarvee Associates 2025 Submission of Schedule N for week no. 12 & 13
331 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20825
20825 NHAI Aarvee Associates 2026 Expenditure on Civil Works Civil Work
332 Inward 24.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20826
20826 NHAI Aarvee Associates 2027 Complaint of Shri Ashok Surve Complaint
333 Inward 24.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20827
20827 NHAI Aarvee Associates 2028Tentative cost implications for additions - modifictions of various structures, service roads as per Site Requirement.... etc.
COS-III
334 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20828
20828 NHAI Aarvee Associates 2029Representation received from Sarpanch, Dumral Gram Panchayat, Taluka Nadiad
COS-III
335 Inward 23.04.2014 29.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2082920829 NHAI IRB 2030
Payment for Maintenance Charges for level crossing no. 10-B on NH-8
ROB
336 Inward 23.04.2014 29.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2083020830 NHAI
CGM (T) & RO, Gandhinagar
2031 Various issues of GSFC in proposed six laning
337 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20831
20831 NHAI Aarvee Associates 2032Additional structures - modifications in size - change in location of structures and construction of additional service roads under Change of Scope
COS-III
Correspondance with IE & NHAI Page 19 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
338 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20832
20832 NHAI Aarvee Associates 2033Representation received from Sarpanch Vasad Gram Panchayat
COS-III
339 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20833
20833 NHAI Aarvee Associates 2034 Representation of Villagers of Bhumel COS-III
340 Inward 24.04.2014 29.04.2014NHAI/PIU-Ahmedabad/NH-
8/2083520835 NHAI Shri S.K.Pandey, CPC 2035 Escalation of Premium Amount - Concession Fee Fee
341 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20837
20837 NHAI Aarvee Associates 2036Representation recevied from Sarpanch Sankarda Gram Panchayat
COS-III
342 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20838
20838 NHAI Aarvee Associates 2037Representation received from Villagers of Dabhan through Additional District Magistrate, Kheda
COS-III
343 Inward 22.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20840
20840 NHAI Aarvee Associates 2038 Change of Scope Proposals COS-I
344 Inward 24.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11011/3/14/NH-8/6-laning/20841
20841 NHAI IRB 2039Photography and Video of Ahmedabad Vadodara Expressway
345 Inward 23.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/14/NH-8/6-laning/20850
20850 NHAI Aarvee Associates 2040VIP reference received from Shri Manoj Thakore, Addl. Secretary to Minister State for RT&H, GOI enclosing representation of Ratanpur…..
COS-III
346 Inward 24.04.2014 29.04.2014NHAI/PIU-Ahmedabad/NH-
8/2085220852 NHAI
Competent Authority (LA officer)
2041Approval of order for village Isanpur Taluka Ahmedabad City (East) District Ahmedabad under Clause 3 (G) 1 of NH Act 1956
LA
347 Inward 24.04.2014 29.04.2014NHAI/PIU-Ahmedabad/NH-
8/2085320853 NHAI Aarvee Associates 2042
Representation of Shri Chimanbhai Parshottambhai, Arvindbhai Parshottambhai Patel regarding survey no. 329 of Village Vasad..
COS-III
348 Inward 22.04.2014 29.04.2014NHAI/PIU-Ahmedabad/NH-8/6-
laning/2085520855 NHAI
M/s Tirupathi Foundation, Mehasana
2043 Request for various facilities on National Highway
349 Inward 24.04.2014 29.04.2014NHAI/PIU-
Ahmedabad/11012/2/13/NH-8/6-laning/20866
20866 NHAI Aarvee Associates 2044Delay in approval of GAD at Km. 65+545, Km. 75+425 and Km. & 106+475
ROB
350 Inward 25.04.2014 29.04.2014NHAI/PIU-Ahmedabad/IE-
Aarvee/2086720867 NHAI IRB 2045 Compliance of the observtion Complaint
351 Inward 29.04.2014 29.04.2014 AA/AMBD-VDDR/DRH/1312 1312Aarvee
AssociatesIRB 2046
Submission of Design and Drawings for Storm Water Open Drain
SWD
352 Outward 30.04.2014 IRB/AVSETPL/2170/2014 2170 IRB Aarvee AssociatesSource of Earth to be obtained from Borrow Areas for use in Embankment Sub grade Median Filling
LAB
353 Outward 30.04.2014 IRB/AVSETPL/2171/2014 2171 IRB Aarvee AssociatesTraffic diversion plans for construction of Flyover at Ch.66+940 (LHS) & Ch. 77+540 (RHS) and its approaches on NH-8
Traffic Management
Plan NH-8
354 Inward 26.04.2014 30.04.2014NHAI/PIU-Ahmedabad/NH-
8/2089120891 NHAI
Deputy C.E.O, Home department, Sachivalaya Gandhinagar
2047 Location Survey within Ahmedabad City for CSITMS Project - reg.
Correspondance with IE & NHAI Page 20 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'I'
Sr. No.
Inward/ Outward
Date on Letter
Inward Date Ref. No. Letter No.
Issued By Issued To Inward No.
Description Remarks
355 Inward 26.04.2014 30.04.2014NHAI/PIU-Ahmedabad/NH-
8/2089220892 NHAI IRB 2048
Review of Plan & Profile Drawings for Service Road and Slip Road for Flyover - Underpass from Km. 6+400 to Km. 108+500 of NH-8
Traffic Management
Plan NH-8
356 Inward 26.04.2014 30.04.2014NHAI/PIU-Ahmedabad/NH-
8/2089320893 NHAI Aarvee Associates 2049
Comments on Complaint Register for the Month of February 2014
Complaint
357 Inward 26.04.2014 30.04.2014NHAI/PIU-Ahmedabad/NH-
8/2090120901 NHAI Aarvee Associates 2050
Representation of Shri Chatrasinh Somsinh Chasatiya regarding Survey no. 749 of Village Mogar, Taluka Anand, District Anand
COS-III
Correspondance with IE & NHAI Page 21 of 21
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'J'
From To From To From To From To From To From To From To From To From To From To From To
Apr-14 0.000 44.000 0.000 45.000 0.000 92.600 50.935 50.943 39.440 39.480 47.525 47.530 40.110 40.170
75.000 92.500 60.000 92.500 52.657 52.672 39.760 39.810 47.530 47.535
56.095 56.100 39.850 39.880 47.535 47.548
56.824 56.832 39.130 39.230 47.555 47.570
56.839 56.849 47.580 47.595
56.862 56.867 47.595 47.605
57.022 57.030 47.610 47.615
57.052 57.055 47.625 47.635
72.084 72.089 47.645 47.655
72.097 72.102 47.865 47.868
72.102 72.109 47.883 47.885
72.890 72.965 47.885 47.910
74.733 74.741 47.927 47.947
74.741 74.743 47.980 47.982
74.783 74.791 47.982 47.985
75.190 75.280 47.987 47.990
75.340 75.365 47.990 47.992
75.365 75.375 47.992 47.995
76.140 76.145 48.363 48.366
76.145 76.153 48.368 48.373
76.153 76.170 48.833 48.841
76.280 76.323 48.851 48.853
76.639 76.664 48.853 48.858
76.727 76.757 48.956 48.961
77.347 77.357 48.961 48.966
77.380 77.445 49.110 49.120
77.453 77.460 49.120 49.128
77.460 77.468 49.200 49.215
77.529 77.534 49.230 49.240
77.534 77.539 50.920 50.930
77.634 77.641 50.972 50.977
77.646 77.651 50.977 51.015
77.693 77.958 51.032 51.037
77.958 77.963 51.042 51.060
77.968 77.971 51.075 51.085
79.445 79.465 51.087 51.100
79.750 79.753 51.100 51.105
79.753 79.763 51.407 51.410
80.060 80.083 51.410 51.425
80.088 80.093 52.395 52.430
LHSFencing, Side Drain
MedianMedian Cleaning Water Spreading to Median Sr. No. Date Median Tree's Milling & Paving on MCW
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. LTD.
UCR wall side Milling & Paving on UCR wall side Replacement of Fencing RHS
Fencing, Side Drain Replacement of Fencing Remarks
1 of 2
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'J'
From To From To From To From To From To From To From To From To From To From To From To
LHSFencing, Side Drain
MedianMedian Cleaning Water Spreading to Median Sr. No. Date Median Tree's Milling & Paving on MCW
AHMEDABAD VADODARA SUPER EXPRESS TOLWAY PVT. LTD.
UCR wall side Milling & Paving on UCR wall side Replacement of Fencing RHS
Fencing, Side Drain Replacement of Fencing Remarks
80.836 80.849 52.632 52.642
81.200 81.205 52.652 52.657
81.372 81.395 52.672 52.677
81.400 81.412 52.876 52.879
81.460 81.475 52.884 52.891
81.860 81.870 52.891 52.896
81.873 81.878 52.896 52.899
82.575 82.585 52.899 52.910
82.590 82.600 52.910 52.920
83.818 83.848 53.615 53.630
84.141 84.144 53.630 53.635
84.166 84.174 53.635 53.648
84.810 84.818 53.648 53.658
84.818 84.825 53.658 53.660
85.070 85.078 53.900 53.905
85.078 85.083 53.905 53.908
85.083 85.093 53.917 53.922
85.096 85.101 54.268 54.273
85.101 85.103 54.273 54.278
88.045 88.055 54.286 54.298
88.055 88.060 54.736 54.741
88.060 88.063 54.741 54.749
88.063 88.085 54.754 54.756
88.085 88.095 55.314 55.322
88.095 88.100 56.515 56.518
90.300 90.303 56.518 56.525
90.303 90.310 56.525 56.530
90.310 90.315 56.530 56.533
90.336 90.341 56.533 56.538
90.341 90.346 56.538 56.540
90.346 90.351 56.857 56.862
90.351 90.356 57.030 57.037
90.356 90.361 57.037 57.045
91.290 91.298 57.045 57.052
91.298 91.318
91.318 91.323
91.323 91.338
92.343 92.350
92.350 92.365
92.692 92.697
92.702 92.705
92.722 92.732
2 of 2
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX - 'K'
Implementation Supervision
1 Utility RelocationEstimate received from concern authorities and it is under verification with concessionaire
M/ORT&H 110Concessionaire /
Utility ownerUtility Owner
2Impact on land use outside ROW
Construction related activities restricted within project ROW.
M/ORT&H 201.2 Concessionaire IE Being Followed
3Ecological impact due to tree cutting
Permission for tree cutting is awarded vide letter no.A/SVY/15/2699-2705/2012-13, dt. 24/01/2013 of Chief Conzervator of Forest (CCF).Trees has been cut 13102 Nos. out of 13492 Nos. of Trees upto April 2013
Authority. If authority requires, the Concessionaire
may execute the work on behalf of
Authority limited to felling of trees and
its disposal
Forest / Authority Cutting of Trees Completed
4 Local Traffic Arrangement
Temporary traffic arrangement during construction within ROW is reviewed by IE as per guidelines of Concession Agreement. During site clearance activity, the demolition debris removed as quickly as possible and with deployment of more vehicles for the purpose.
M/ORT&H 112 Concessionaire IE Being Followed
M/ORT&H: 112.4M/ORTH&H: 112
7Plying vehicles on unpaved roads
Unpaved roads is sprinkled with water periodically to control the fugitive dust emissions.
M/ORT&H: 111.10 Concessionaire IE Under Control
M/ORT&H: 111.9M/ORT&H: 111.11M/ORT&H: 111.12
9Using Hot Mix/Concrete/Asphalt Plants
All Crushing plants, Batching Plants and Hot Mix plants which are installed, are licensed and authorized for operation by concerned authorities.
M/ORT&H: 111.5 Concessionaire IE Conformed
10Watering to control dust at site
Construction site is watered periodically to minimize fugitive dust generation.
M/ORT&H: 111.8 Concessionaire IE Being done
11 Roads used for transportThe transport vehicles used to ferry materials and dispose debris at dispose area.
M/ORT&H: 111.9 Concessionaire IE Being done
12 Barricading site
The construction zone is covered with barricading at all times with adequate marking, flags, reflectors etc., for the safety of general traffic and movement and pedestrians
M/ORT&H: 112 Concessionaire IE Being done
13 EarthworkAll earthwork and construction material is dumped in such a manner to minimize generation of dust and spillage on roads.
M/ORT&H: 201.4 Concessionaire IE Being done
14 Idling of vehiclesIdling vehicles is parked at workshops or plant locations so, running traffic will not be disturb.
M/ORT&H: 201.2 Concessionaire IE As per norms
15 Drilling OperationsAll possible and practical measures to control noise emission during drilling operations is employed.
M/ORT&H: 111 Concessionaire IE NA
16Construction equipment emissions
Exhaust emissions of construction equipment is adhere to pollution control emission norms of the Govt.
Legal requirement Concessionaire IE Limit ensured
17Noise from construction related plants & equipments
All construction equipment is fitted with exhaust silencers. Damaged silencers to be promptly replaced by Concessionaire
M/ORT&H: 111 Concessionaire IE Under Control
18Noise impact due to operation of DG sets
DG sets, if used, is adhere to noise standards. M/ORT&H: 111 Concessionaire IE Under Control
M/ORT&H: 111.6M/ORT&H: 105.2
20Storage of construction material
Construction material containing fine particles is stored in such a manner, so that sediment laden water does not drain into nearby storm water drains and underground sewage pipes.
M/ORT&H: 306 Concessionaire IE Proper storage ensured
21 Silting of water bodies
Silting of soil into water bodies viz., River, Nallah/Drain, is prevented as per as possible by adopting soil erosion control measures as per M/ORT&H guidelines.
M/ORT&H: Guidelines 305 through 309
Concessionaire IE
Details of Environmental Mitigation Measures
Exposure to Loud NoiseWorkers exposed to loud noise (As per Factory Act requirements) are wear earplugs/earmuffs
Concessionaire IE
Material SpillAll vehicles delivering construction material to the site is covered to avoid material spillage
Concessionaire IE
Safety of PedestriansSpecial consideration is given to local traffic management for safety of pedestrians
M/ORT&H: 112.2
Mitigation Measures Cross Reference to Documents
Responsibility
Traffic Control and Safety
Action Taken during Month
Being Maintained
Being Maintained
Noise within limit19
8
All necessary measures is taken for the safety of traffic during demolition and site clearing
Concessionaire IE
Environmental Issue
IE
SlNo.
5
6 Concessionaire
1 of 2
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX - 'K'
Implementation Supervision
Details of Environmental Mitigation MeasuresMitigation Measures Cross Reference to
DocumentsResponsibility Action Taken during MonthEnvironmental IssueSlNo.
22Foundation excavation debris
Bentonite slurry or similar debris generated from pile driving or other construction activities is disposed such that it does not flow into surface water bodies.
Project requirement Concessionaire IE
23 Inspection of siteDaily inspection at construction site is carried out to ensure removal of construction debris.
M/ORT&H: 301.3 Concessionaire IE Being carriedout
24 Earthwork debris disposal
As soon as construction is over the surplus earth is utilized to fill up low-lying areas or from the dumping area. In no case, loose earth is allowed to pile up along alignment.
M/ORT&H: 301.3 Concessionaire IE Debris being disposaed regularly
25 Debris Disposal
Debris generated due to dismantling of existing pavement/structures is suitably disposed off to avoid inconvenience to General Public. Good disposal practices.
M/ORT&H: 301.3 Concessionaire IE Debris being disposaed regularly
26Soil contamination by construction wastes, fuel etc.
Oil and fuel spills from construction equipment is minimized. Site/sediment is collected and stockpiled for possible reuse as surfacing of slopes. All the diversion and bunds is removed such that there is minimum amount of sediment generation. At the construction camps, the sewage system is properly designed and built so that no water pollution takes place to any water body or watercourse.
Project requirement Concessionaire IE Under Control
27 Sourcing Quarry materials Sand, aggregates and other quarry material is sourced from licensed quarries of the Concessionaire.
M/ORT&H: 111.3 Concessionaire IE Quarry from licensed quarry
28 Aesthetics and LandscapeAdequate landscaping of the median, embankment slopes, is carried out as provided in the Concession Agreement.
Project requirement Concessionaire IE Being done on NE- 1
29Providing Labor camps and facilities
Providing facilities with respect to location of labor camps, providing sanitation facilities and labor welfare issues etc.
M/ORT&H: 105.2 Concessionaire IE Provided
30Occupational Health and safety
Supplying all necessary safety appliances such as safety goggles, helmets, safety belts, ear plugs, masks etc. to the worker and staff.
M/ORT&H: 105.2 Concessionaire IE Provided
31 Safety Precautions
Adequate precautions is taken to prevent danger from electrical equipment. All machines / equipment are used conform to the relevant Indian standards (IS) codes.
- Concessionaire IE Adequate safety measures provided
32Availability of first aid kit at construction site
A readily available first aid unit including an adequate supply of sterilized dressing material and appliances is provided as per the requirement under the Factory Act. At the following locations:
M/ORT&H: 105.2 Concessionaire IE Available at prime location
33Workers health and hygiene
All anti-material measures shall be complied with, including filling up of burrow pits.
M/ORT&H: 105.2 Concessionaire IE Being ensured
2 of 2
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'L'
From To
1 06+400 32+000 632 No over taking-4 nos,Men at work-25 nos,Speed limit-16 nos,Median opening-8 nos,In convenience regreted-2 nos,Diversion at 120 mtr-3 nos,Diversion at 500 mtr-2 nos,Caution 6 lanning work in progress Go Slow -3 nos,Left Arrow- 2nos,Right Arrow - 3 nos,Blincker - 2 Nos,Diversion - 442 Nos.
2 32+000 57+000 221 No over taking-21 nos,Men at work-38 nos,Go slow-19 nos,Work in progress-28 nos,Inconvenience regreted-7 nos,Pedestrian crossing-1 nos,Diversion at 500mtr-13 nos,Caution 6 lanning work in progress Go slow-2 nos,Direction/Diversion Board - 49 nos,Diversion at 120mtr - 4 Nos,Speed Breaker - 3 Nos,Speed limit - 18 Nos,Left Turn - 5 Nos,Two lane Ahead - 13 Nos.
3 33+690 6 Diversion Board4 34+030 34+080 10 Diversion Board RE Wall5 34+350 4 Diversion Board
36+100 12 Diversion Board37+000 8 Diversion Board
6 38+600 15 Diversion Board7 39+200 22 Diversion Board8 39+730 16 Diversion Board9 40+650 29 Diversion Board
10 40+750 13 Diversion Board
11 40+800 12 Diversion Board12 41+400 12 Diversion Board13 42+100 29 Diversion Board14 42+195 42+400 55 Diversion Board RE Wall15 42+540 7 Diversion Board16 42+594 43+008 61 Diversion Board RE Wall (L/S)17 42+954 42+690 13 Diversion Board RE Wall (R/S)18 43+850 3 Diversion Board19 45+050 8 Diversion Board20 45+084 45+540 104 Diversion Board RE Wall21 45+540 9 Diversion Board
45+750 32 Diversion Board22 46+640 47+230 21 Diversion Board RE Wall23 47+250 18 Diversion Board
48+600 26 Diversion Board24 48+768 49+014 15 Diversion Board RE Wall25 48+900 49+100 52 Diversion Board26 51+200 9 Diversion Board27 51+680 3 Diversion Board Electric Pole Safe28 52+080 16 Diversion Board29 52+500 52+700 55 Diversion Board RE Wall30 52+700 3 Direction Board31 52+724 53+010 38 Diversion Board32 53+010 53+200 83 Diversion Board33 54+060 17 Diversion Board34 54+800 47 Diversion Board35 55+500 40 Diversion Board36 55+610 55+827 82 Diversion Board RE Wall
Safety Measures on NH - 8
Highway
LocationSl No. No. of Sign Boards
Type of Sign Boards Remarks
1 of 3
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'L'
From To
Safety Measures on NH - 8
LocationSl No. No. of Sign Boards
Type of Sign Boards Remarks
37 55+900 17 Diversion Board38 55+150 17 Diversion Board39 56+600 8 Diversion Board40 57+000 82+000 236 Diversion Board - 224 Nos,GO Slow Board - 2
Nos,Work in Progress Board - 3 Nos,Diversion (120 m)ahead Board - 2 Nos,Diversion (500 m) ahead Board - 5 Nos.
41 97+000 98+000 130 Diversion Board RE Wall42 102+000 103+070 200 Diversion Board RE Wall43 82+000 109+200 539 Work in Progress - 21 Nos, Diversion Ahead - 122
Nos, No Over taking - 13Nos, Speed Limit - 15 Nos, GO Slow - 12 Nos, TwoWay Traffic - 8 Nos, Speed Breaker Board - 2 Nos, Men at Work - 57 Nos, Village Road Board - 1 No, In convenience regretted Board - 3 Nos, T- Junction Board - 1 No, Four Lane Board - 2 Nos,Keep Left Board - 7 Nos, Six lane in Progress Board - 5 Nos,One Way Traffic Board - 5 Nos,Bump Ahead - 2 Nos, Keep Right - 4Nos,Blinker Board - 3 No,Diversion Board - 250 Nos, L cone board - 6 Nos
108+390 108+750 54 L Cone - 45 Nos,Diversion Board - 6 Nos,Go Slow Board - 1 No, Men at Work - 1 No, Speed Limit (20 Km) Board - 1 No
109+100 109+300 82 Diversion Board - 30 Nos, L Cone - 50 Nos, Go Slow Board - 1 No, Men at Work - 1 No
44 109+563 109+750 82 Diversion Board - 75 Nos,Keep Right -1 No,Work in Progress - 1 No,Speed limit (30 km) - 1 Nos, Diversion (500m) a head - 1 No,Diversion (120m) ahead - 1 No, No over taking - 1 No,Men at Work - 1 No
Sl No. Location Type of Structure
No. of Sign Board
Type of Sign Board Remarks
1 07+245 Flyover 31 Diversion Board2 11+313 Flyover 10 Diversion Board3 34+020 Flyover 14 Diversion Board 4 42+600 Flyover 24 Diversion Board 5 58+710 Flyover 175 Diversion Board 171 Nos,BlinkerBoard - 4 Nos6 66+940 Flyover 180 Diversion Board - 179 Nos, Blinker Board - 1 No.7 74+370 Flyover 83 Diversion Board - 81 Nos, Blinker Board - 2 Nos.8 77+540 Flyover 213 Diversion Board - 205 Nos, Blinker Board - 2 Nos,
Speed Breaker Board - 2 Nos, Two Lane Traffic Board - 2 Nos, Keep left Board - 1 No, 30KM Board - 1 No
9 90+740 Flyover 74 IRB Board - 70 Nos,Diversion Board - 2 Nos, Blinker Board - 2 Nos
10 102+540 Flyover 52 Diversion Board - 52 Nos, Blinker Board - 2 Nos
11 109+490 Flyover 37 Blinker Board - 2 Nos,IRB Board - 10 Nos, L - Cone Board - 25 Nos
12 72+675 MJBR 2 Diversion Board 13 83+115 MJBR 2 Diversion Board 14 93+542 MJBR 7 Chevron sign Board15 22+760 MNBR 1 Diversion Board16 23+560 MNBR 8 Diversion Board
Structure
2 of 3
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'L'
From To
Safety Measures on NH - 8
LocationSl No. No. of Sign Boards
Type of Sign Boards Remarks
17 50+610 MNBR 2 Diversion Board21 47+910 MNBR 10 Diversion Board25 59+365 MNBR 11 Diversion Board26 68+542 MNBR 2 Diversion Board27 71+242 MNBR 1 Diversion Board28 72+675 MNBR 2 Diversion Board 29 77+227 MNBR 7 Diversion Board 30 80+685 MNBR 2 Diversion Board 31 83+404 MNBR 2 Diversion Board 32 83+404 MNBR 2 Men at work-1 no, Work in progress-1 no33 89+362 MNBR 1 Work in progress35 27+790 PUP 4 Diversion Board36 61+960 PUP 35 Diversion Board - 34 Nos, Blinker Board - 1 No.37 72+080 PUP 150 Diversion Board 38 87+040 PUP 10 Diversion Board - 120 Nos,Go Slow Board - 2
Nos,Men at Work - 2 Nos, Two Lane Board - 2 Nos,Bump - 2 Nos,Light Indicator - 2Nos
39 103+580 PUP 4 Diversion Board 40 54+824 ROB 16 Diversion Board 41 19+609 VUP 145 Diversion Board 46 63+330 VUP 18 Diversion Board 47 82+390 VUP 258 Go slow-2 no, Two way-2 no, Bump-2 no, Diversion
Board-250 nos,Light Indicator - 2Nos
48 Culverts 949 Diversion Board - 1014 Nos, Blinker board - 1 No,Chevron Sign Board - 32 Nos
3 of 3
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'M'
Structure Heldup due to Non-decision from NHAI/IESr. No. Structure Location Village Reason Remarks
1 Flyover 6.400 Narol Decion Pending for Utility Shifting 2 PUP 23.400 Kanera Desion Pending from NHAI; PUP size tobe modified
12.0mx4.5m (PUP) instead of 7.0mx3.5m (PUP)Pending with HQ, Delhi
3 PUP 89.690 Vasad Decision pending from NHAI end to change proposal at Vasad Junction – Construction of Flyover at Ch. 89+700 in lieu of PUP
Pending with HQ, Delhi
4 VUP 95.882 Nandesari Decision pending under COS for provision of Flyover of 35m span at Km. 95+882 (design chainage Km 95+530) in place of VUP of size 12mx5.5m to accommodate 3 pipe line crossings due to accommodate 3 pipe line crossing i.e. VMC, GSFC & GWSSB
Pending with HQ, Delhi
5 PUP 99.580 Padamala Decision pending under COS to construct VUP size 12.0m x 5.5m in place of PUP size 7.0m x 3.5m (PUP)
Pending with HQ, Delhi
6 PUP 103.580 Dasarath PUP size tobe modified 10.0mx4.5m (PUP) instead of 7.0mx3.5m (PUP) - Villagers Demand
IE HAS NOT RECOMMENDED FOR CHANGE OF SIZE VIDE LETTER NO. 501, DT. 28.10.2013 ALSO VILLAGERS DEMAND FOR CHANGE IN LOCATION, CONCESSIONAIRE LETTER NO. 1841, DT. 03.02.2014
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from km. 93.302 in the state of Gujarat ( Length 93.302 km. ) under NHDP Phase – V on Design Built Finance Operate Transfer
(DBFOT)
1) Works under Change of Scope: - There are various proposals, which are to be executed under Change of Scope. The Change of Scopeproposals mainly contains (1) to avoid the shifting of utilities exist on the Project Highway, (2) change in location / modification in size /demand of additional structure by the local villagers / politicians / Sarpanch of Village Panchayat etc. and (3) the additional structure /modification in size / change in location as per the joint inspection made by the Concessionaire, Independent Engineer and Authority. TheConcessionaire has already submitted all the details along with tentative estimated cost in pursuant to clause 16.2.2 of Article 16 of theConcession Agreement as desired by Authority / Independent Engineer. However, till date neither a single “Change of Scope Notice” isreceived by the Concessionaire from the Authority, which is under the obligation of the Authority in pursuant to Clause 16.2.1 of Article16 of the Concession Agreement nor the communication for acceptance / rejection of the proposal is received in pursuant to Clause16.1.1 of Article 16 of the Concession Agreement. The details of Change of Scope is attached herewith as Annexure 5, due to which theconsiderable length i.e. about 20 Km. is held up as of now as per the instructions of Authority / Independent Engineer.
2) Stoppage of Works at Various Locations by Local Villagers / Local Politicians / Village Panchayat:- The works at various locationshave been forcefully stopped by the local villagers / local politicians / Sarpanch of Village Panchayat demanding the additional structure /modification in size of structures proposed in Concession Agreement, to facilitate the villagers. This has already been intimated to theAuthority / Independent Engineer through the Concessionaire’s letter no. IRB/AVSETPL/694/2013, dt. 20/04/2013,IRB/AVSETPL/691/2013, dt. 19/04/2013, IRB/AVSETPL/1096/2013, dated 30/07/2013, IRB/AVSETPL/1689/2013, dt. 30.12.2013,IRB/AVSETPL/1546/2013, dt. 28/11/13. The same are being intimated in the several meetings held with Authority / Independent Engineerfrom time to time. The construction of various structures / six laning and service road is held up at various locations on account of thissince April’2013.
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-N
Concessionaire IE NHAI SDE1 ROB At Nadiad-
Bhadran Railway line
54.865 Tundel 2x37.175m+37m Approved Work in progress - - - - We have followed up the matter with collector office. Application moved to DSP's office for verifying diversion from traffic management view point. DSP's opinion expected by 07.04.2013
2 ROB 65/1 65.545 Bhumel 1x25.350m Under approval with concern authority
Untackled - - - Pending with Railway Authority
NA
3 ROB 75/2 75.425 Gamdi 1x19.370m (skew) Under approval with concern authority
Untackled - - - Pending with Railway Authority
NA
4 ROB 105/2 106.475 Chhani 25.193m+25.015m+19.193m (skew)
Under approval with concern authority
Untackled - - - Pending with Railway Authority
NA
In view of above, the GAD’s for ROB at Km. 65+545 & Km. 75+425 are still pending for approval from the Authority / Railway. Please note that the GAD approval is under the obligations of Authority
NOTE :- The attention of the Authority / Independent Engineer is invited towards the Railway letter no. W.420/5/189,190,191, dated 29/05/2012 and W.420/4/190, dated 15/06/2012 vide which the comments on the GAD’s submitted by theAuthority in pursuant to Authority’s obligation stipulated under clause 4.1.2 (d) of Article 4 of the Concession Agreement. The revised GAD’s of these two ROB’s were submitted by the Concessionaire duly complying the observations of Railways to theAuthority vide letter no. IRB/AVSETPL/185/2012, dated 13/09/2012, for further submission to Railway for approval. Further, the comments on these submitted GAD’s were received from Railway vide letter no. W 420/9/125,124, dated 17/01/2013demanding the dismantling of existing ROB. In view of observation / insistence of Railway, the revised GAD’s were again submitted by the Concessionaire to the Authority vide letter no. IRB/AVSETPL/618/2013, dated 29/03/2013 for further submissionto Railway Authority for Approval.
The revised GAD’s were again submitted vide Concessionaire letter no. IRB/AVSETPL/1177/2013, dated 21/08/2013 with New RDSO design as insisted upon by the Western Railway vide letter no. W420/9/94(D) (W3), dated 02/07/2013 addressed toyour office on earlier submitted General Arrangement Drawings, Also Revised GAD for ROB @ Ch. 106+475 is submitted vide IRB/AVSETPL/1703/2014, dated 02/01/2014 in compliance to comments of Railway Authority.
Status of Work Pending with
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from km. 93.302 in the state of Gujarat ( Length 93.302 km. ) under NHDP Phase – V on Design Built Finance Operate Transfer (DBFOT)
RAIL OVER BRIDGE (ROB) STATUSSr. No. ROB Design
ChainageVillage Proposed Span
ArrangementGAD Status L.C. closing NOC from
Collector/Mamlatdar upto date statusRemarks
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-O
MONTH Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15 Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15
MONTHLY TARGETED 15.627% 1.091% 1.916% 2.088% 2.206% 1.637% 0.046% 0.046% 1.746% 3.796% 4.195% 4.243% 4.239% 4.282% 4.154% 4.095% 4.071% 1.940% 0.598% 0.598% 2.153% 4.229% 4.419% 4.610% 4.342% 3.855% 3.428% 2.803% 2.303% 1.461% 0.321% 0.321% 1.354% 1.460% 0.325% 0.000%
MONTHLY FINANCIAL PROGRESS 17.131% 1.856% 2.227% 4.204% 5.297% 3.610% 4.503% 3.751% 1.854% 2.172% 2.623% 5.268% 2.378% 2.761% 5.145% 4.210%
MONTH Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15 Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15
CUMULATIVE TARGETED 15.627% 16.717% 18.633% 20.721% 22.927% 24.565% 24.611% 24.657% 26.404% 30.199% 34.395% 38.638% 42.877% 47.159% 51.313% 55.408% 59.480% 61.420% 62.017% 62.615% 64.768% 68.997% 73.415% 78.025% 82.367% 86.222% 89.650% 92.454% 94.757% 96.218% 96.539% 96.861% 98.215% 99.675% 100.000% 100.000%
CUMULATIVE FINANCIAL PROGRESS
17.131% 18.987% 21.213% 25.418% 30.715% 34.325% 38.828% 42.579% 44.433% 46.606% 49.228% 54.496% 56.874% 59.636% 64.781% 68.990%
Note :- This Month % is provisional and final % will be updated in next MPR as per CA Ceritficate
Six laning of NH-8 and improvement of NE-1 of Ahmedabad – Vadodara Section in the state of Gujrat under NHDP Phase-V on DBFOT Toll Basis.
15.6
27%
16.7
17%
18.6
33%
20.7
21%
22.9
27%
24.5
65%
24.6
11%
24.6
57%
26.4
04% 30
.199
% 34.3
95% 38
.638
% 42.8
77% 47
.159
% 51.3
13% 55
.408
% 59.4
80%
61.4
20%
62.0
17%
62.6
15%
64.7
68% 68
.997
% 73.4
15% 78
.025
% 82.3
67% 86
.222
%
89.6
50%
92.4
54%
94.7
57%
96.2
18%
96.5
39%
96.8
61%
98.2
15%
99.6
75%
17.1
31%
18.9
87%
21.2
13% 25
.418
% 30.7
15%
34.3
25% 38
.828
% 42.5
79%
44.4
33%
46.6
06%
49.2
28% 54
.496
%
56.8
74%
59.6
36% 64
.781
% 68.9
90%
0.000%
10.000%
20.000%
30.000%
40.000%
50.000%
60.000%
70.000%
80.000%
90.000%
100.000%
Jan-
13
Feb-
13
Mar
-13
Apr
-13
May
-13
Jun-
13
Jul-1
3
Aug
-13
Sep-
13
Oct
-13
Nov
-13
Dec
-13
Jan-
14
Feb-
14
Mar
-14
Apr
-14
May
-14
Jun-
14
Jul-1
4
Aug
-14
Sep-
14
Oct
-14
Nov
-14
Dec
-14
Jan-
15
Feb-
15
Mar
-15
Apr
-15
May
-15
Jun-
15
Jul-1
5
Aug
-15
Sep-
15
Oct
-15
Nov
-15
Dec
-15
Fina
ncia
l Pro
gres
s in
%
Month
"S" CURVE PLANNED Vs ACHIVED
Month
"S" CURVE PLANNED Vs ACHIVED FINANCIAL PROGRESS
LEGEND :BASE LINE TARGET
ACHIVED TARGET
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix -'P'
Month No.of NCR Issued No. of NCR Closed No. of NCR Pending Remarks
January'13 1 0 1February'13 1 1 0March'13 0 0 0April'13 0 0 0May'13 0 0 0June'13 0 0 0July'13 0 0 0August'13 0 0 0September'13 0 0 0October'13 0 0 0November'13 0 0 0December'13 0 0 0January'14 0 0 0February'14 0 0 0March'14 0 0 0April'14 0 0 0
Total 2 1 1
Activity Details No. of NCR Issued No. of NCR Closed No. of NCR Pending RemarksHighways 0 0 0Structures 0 0 0Materials 0 0 0
Environmental 0 0 0Total 0 0 0
NON CONFORMANCE REPORTSNon Conformance Report Upto APRIL - 2014
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from km. 93.302 in the state of Gujarat ( Length 93.302 km. ) under NHDP Phase – V on Design Built Finance Operate
Transfer (DBFOT)
Non Conformance Report during the Month of APRIL 2014
MONTHLY PROGRESS REPORT - APRIL 2014 Appendix-'Q'
From (KM) To (KM)Fatal/ Very
SeriousGrievous Minor
Total accident
Ahmedabad Vadodara Expressway(NE 1)
0.000 93.302 93.302 2 3 66 71 0 -
Total 93.302 2 3 66 71 0
Gujarat1
NHAI Abstract of accident data for the month of April- 2014
Sr.No State PIU/CMU NH No.
StretchLength (KM)
Details of Accident No of Animals Killed,if
any
Remarks
Regional Office -Gandhi Nagar Gujarat
Ahmedabad
1 of 1
MONTLY PROGRESS REPORT - APRIL 2014 Appendix-'R'
National Highway No. : Ahmedabad - Vadodara Expressway NE-1 Month : April -2014B C D E F G H
Accident Location Side Area Nature of
AccidentClassification of accident Causes Road
Feature Road
Condition
Intersection Type And Control
Weather Condition
Fatal / Very
Serious Grievous Minor Non
Injured
1 2.4.14 12:16 AM 9+850 RHS Rural 3 2+3 4 4 1 - 1 GJ-6-AA-2435 & GJ-15-XX-5436 0 1 3 0 - PAT+CRN -
2 2.4.14 8:50 PM 8+300 RHS Rural 1 3 5 4 1 - 1 GJ-6-ED-1659 0 0 2 0 - PAT+ AMB -
3 2.4.14 9:54 PM 21+700 RHS Rural 4 4 4 4 1 - 1 GJ-1-CT-7673 & MH-01-BB-2485 0 0 0 0 - PAT -
4 3.4.14 2:30 AM 38+600 RHS Rural 8 4 4 4 1 - 1 GJ-5-JF-0523 0 0 0 0 - PAT+CRN -5 3.4.14 6:00 AM 80+500 RHS Rural 8 4 5 4 1 - 1 RJ-07-GA-3680 0 0 0 0 - PAT -6 3.4.14 10:41 AM 36+050 RHS Rural 4 3 4 4 1 - 1 GJ-4-BE-4391 0 0 1 0 - PAT+CRN -
7 3.4.14 11:20 AM 19+100 RHS Rural 3 4 4 4 1 - 1 GJ-18-G-6600 & GJ-06-HD-0843 0 0 0 0 - PAT -
8 3.4.14 11:55 AM 72+450 LHS Rural 3 4 4 4 1 - 1 GJ-1-CY-3010 & unknown vehicle 0 0 0 0 - PAT -
9 4.4.14 1:50 AM 57+480 LHS Rural 3 3 4 4 1 - 1 GJ-24-U-1733 & GJ-1-BX-9032 0 0 1 0 - PAT+ AMB+ CRN -
10 4.4.14 2:00 AM 49+050 LHS Rural 1 4 4 4 1 - 1 GJ-05-BU-0883 0 0 0 0 - PAT -11 4.4.14 5:13 PM 53+650 LHS Rural 8 4 5 4 1 - 1 RJ-19-GD-4518 0 0 0 0 - PAT -
12 4.4.14 9:15 PM 22+000 RHS Rural 3 4 4 4 1 - 1 GJ-27-C-9290 & GJ-1-HZ-6082 0 0 0 0 - PAT -
13 5.4.14 5:55 AM 72+750 LHS Rural 8 1 4 4 1 - 1 (Male) Dead body found . 1 0 0 0 - PAT -
14 5.4.14 7:00 AM 49+750 RHS Rural 4 4 4 4 1 - 1 RJ-19-GD-5439 0 0 0 0 - PAT -
15 5.4.14 4:40 PM 22+000 RHS Rural 3 4 4 4 1 - 1 GJ-1-HQ-8485 & GJ-1-G-4993 & GJ-24-A-497 0 0 0 0 - PAT -
16 5.4.14 5:55 PM 15+480 LHS Rural 8 4 5 4 1 - 1 GJ-5-C-8219 0 0 0 0 - PAT+ CRN -17 5.4.14 10:21 PM 15+500 LHS Rural 1 4 5 4 1 - 1 GJ-9-Z-9114 0 0 0 0 - PAT+ CRN -
18 6.4.14 4:12 AM 3+700 RHS Rural 3 4 4 4 1 - 1 GJ-1-AY-8758 & unknown vehicle 0 0 0 0 - PAT+ CRN -
19 6.4.14 8:00 AM 44+930 RHS Rural 1 4 4 4 1 - 1 GJ-12-AU-5109 0 0 0 0 - PAT -
20 6.4.14 9:30 PM 44+850 RHS Rural 3 4 4 4 1 - 1 GJ-27-T-1975 & GJ-1-KM-2010 0 0 1 0 - PAT -
21 7.4.14 5:15 AM 06+450 RHS Rural 8 4 5 4 1 - 1 RJ-19-GC-4857 0 0 0 0 - PAT -22 7.4.14 5:30 AM 17+600 RHS Rural 1 3 5 4 1 - 1 GJ-1-KM-9310 0 0 1 0 - PAT+CRN+108 AMB -23 7.4.14 7:00 AM 71+700 LHS Rural 4 4 4 4 1 - 1 RJ-19-GA-7540 0 0 0 0 - PAT -24 7.4.14 11:53 PM 88+750 RHS Rural 4 4 4 4 1 - 1 GJ-23-V-2340 0 0 0 0 - V PAT -25 8.4.14 3:10 AM 7+000 RHS Rural 8 4 4 4 1 - 1 GJ-5-CS-9838 0 0 0 0 - PAT+ CRN -26 8.4.14 3:30 PM 17+000 LHS Rural 8 4 4 4 1 - 1 GJ 6 AT 4371 0 0 0 0 - PAT -27 9.4.14 12:10 AM 24+340 LHS Rural 8 4 4 4 1 - 1 JK-02-AQ-2735 0 0 0 0 - PAT -28 9.4.14 2:12 AM 61+140 LHS Rural 1 4 4 4 1 - 1 GJ-6TT-6183 0 0 0 0 - PAT+ CRN -29 9.4.14 5:30 AM 32+230 RHS Rural 8 4 4 4 1 - 1 MH-04-DD-645 0 0 0 0 - PAT -30 9.4.14 12:45 PM 9+450 RHS Rural 8 4 5 4 1 - 1 GJ-18-AA-20 0 0 0 0 - PAT+ CRN -
(2) Stretch Chainage : Km (0/00 to 93/302)(3) State : Gujarat(4) District : Ahmedabad, Kheda, Anand, Vadodara
National Highways Authority of India Name of PIU : Ahmedabad
(1) Stretch : Ahmedabad - Vadodara Expressway NE-1
(5) Police Station : Ramol,Kanbha,Mahemdabad,Nadiad Rural,Chaklasi,Anand Rural.Vasad,Khambholaj,Bhadrva,Chhani,Vadodara Accident Data
Sr. No. Date
Time of acc.
(am/pm)
A
Vehicle Responsible
No. of Affected Persons No of Animals Killed if
any
Help Provided by Ambulance /Crane/ Petrol
Vehicle
Remarks
1 of 3
MONTLY PROGRESS REPORT - APRIL 2014 Appendix-'R'
National Highway No. : Ahmedabad - Vadodara Expressway NE-1 Month : April -2014B C D E F G H
Accident Location Side Area Nature of
AccidentClassification of accident Causes Road
Feature Road
Condition
Intersection Type And Control
Weather Condition
Fatal / Very
Serious Grievous Minor Non
Injured
Accident Data
Sr. No. Date
Time of acc.
(am/pm)
A
Vehicle Responsible
No. of Affected Persons No of Animals Killed if
any
Help Provided by Ambulance /Crane/ Petrol
Vehicle
Remarks
31 9.4.14 4:00 PM 26+870 LHS Rural 8 4 4 4 1 - 1 GJ-1-KB - 1236 & animal 0 0 0 0 - PAT -
32 9.4.14 9:00 PM 82+618 RHS Rural 8 1 4 4 1 - 1 Male dead body found 1 0 0 0 - PAT -
33 10.4.14 9:45 PM 29+480 LHS Rural 3 4 4 4 1 - 1 GJ-18-BB-4585 & GJ-23-AF-4046 0 0 0 0 - PAT -
34 11.4.14 12:17 AM 25+730 RHS Rural 4 4 4 4 1 - 1 GJ-1-IC-305 0 0 0 0 - PAT -
35 13.4.14 9:19 AM 36+500 LHS Rural 3 4 4 4 1 - 1
Unknokn vehicle & GJ-1-RD-4127 & GJ-1-KR-7463 & GJ-18-BB-0544
& GJ-1-KB-9301
0 0 0 0 - PAT -
36 13.4.14 10:45 AM 74+700 LHS Rural 3 3 5 4 1 - 1 GJ-9-Y-2689 & unknown vehicle 0 0 3 0 - PAT+AMB-108 -
37 15.4.14 3:17 AM 72+436 LHS Rural 3 3 4 4 1 - 1 GJ-2-AN-485 & RJ-07-GB-7659 0 0 3 0 - PAT+AMB+CRN+ -
38 15.4.14 2:48 PM 39+750 RHS Rural 1 2+3 4 4 1 - 1 GJ-01-KP-4827 0 1 5 0 - PAT+ CRN+ AMB -
39 15.4.14 5:40 PM 72+750 LHS Rural 3 4 4 4 1 - 1 GJ-01-ZM-4339 & GJ-01-RB-4594 0 0 0 0 - PAT -
40 16.4.14 6:20 AM 45+900 LHS Rural 4 4 4 4 1 - 1 GJ-12-AY-6000 0 0 0 0 - PAT -41 16.4.14 1:49 PM 33+300 LHS Rural 4 4 4 4 1 - 1 GJ-6-FQ-3511 0 0 0 0 - PAT -42 16.4.14 5:55 PM 34+100 LHS Rural 1 3 5 4 1 - 1 GJ-18-AH-1822 0 0 4 0 - PAT+ CRN -43 17.4.14 2:38 AM 21+650 LHS Rural 4 4 4 4 1 - 1 GJ-6-VV-8500 0 0 0 0 - PAT -44 17.4.14 4:00 AM 34+200 LHS Rural 4 4 4 4 1 - 1 GJ-8-U-3390 0 0 0 0 - PAT -
45 17.4.14 11:30 AM 39+800 LHS Rural 3 4 4 4 1 - 1 GJ-01-KR-3477 & unknown vehicle 0 0 0 0 - PAT -
46 17.4.14 11:35 AM 42+050 RHS Rural 3 4 4 4 1 - 1 GJ-01-BA-8405 & GJ-05-CN-8693 & GJ-05-
CM-129 0 0 0 0 - PAT -
47 18.4.14 4:25 AM 09+000 RHS Rural 1 4 5 4 1 - 1 MH-18-AA-8535 0 0 0 0 - PAT+ CRN -
48 18.4.14 8:30 PM 42+050 RHS Rural 3 4 4 4 1 - 1 MH-04-AC-5000 & MH-04-EX-8981 0 0 0 0 - N PAT -
49 19.4.14 3:20 AM 23+500 RHS Rural 3 3 4 4 1 - 1 GJ-5-UU-7258 & unknown vehicle 0 0 2 0 - PAT+AMB+ CRN -
50 19.4.14 9:40 PM 7+100 RHS Rural 1 4 4 4 1 - 1 GJ-1-DT-4656 0 0 0 0 - PAT +CRN -51 19.4.14 10:16 PM 42+000 RHS Rural 8 3 4 4 1 - 1 GJ-01-KE-400 0 0 2 0 - PAT + AMB -52 20.4.14 6:00 AM 72+240 RHS Rural 8 4 4 4 1 - 1 MH-18-M-9511 0 0 0 0 - PAT -53 20.4.14 8:30 AM 85+000 LHS Rural 4 4 4 4 1 - 1 GJ-16-AJ-8836 0 0 0 0 - PAT -54 21.4.14 7:30 AM 65+580 RHS Rural 4 4 4 4 1 - 1 MH-19-Z-3570 0 0 0 0 - PAT -55 22.4.14 7:03 AM 79+320 LHS Rural 8 4 4 4 1 - 1 RJ-19-CB-3391 0 0 0 0 - PAT+ CRN -56 23.4.14 5:10 PM 71+350 LHS Rural 4 4 5 4 1 - 1 GJ-7-AG-9092 0 0 0 0 - PAT -
57 23.4.14 11:35 PM 23+200 LHS Rural 3 3 4 4 1 - 1 MH-04-FU-21 & unknown vehicle 0 0 1 0 - PAT+ CRN -
58 24.4.14 10:10 AM 38+000 RHS Rural 3 4 4 4 1 - 1 GJ-1 HC-7884 & KA-16-A-6023 0 0 0 0 - PAT -
59 24.4.14 9:10 PM 71+850 RHS Rural 4 4 4 4 1 - 1 GJ-1-KR-1217 & RJ-19-GB-0772 0 0 0 0 - PAT -
60 26.4.14 1:33 AM 09+850 LHS Rural 4 3 4 4 1 - 1 GJ-05-AT1780 0 0 1 0 - PAT -
2 of 3
MONTLY PROGRESS REPORT - APRIL 2014 Appendix-'R'
National Highway No. : Ahmedabad - Vadodara Expressway NE-1 Month : April -2014B C D E F G H
Accident Location Side Area Nature of
AccidentClassification of accident Causes Road
Feature Road
Condition
Intersection Type And Control
Weather Condition
Fatal / Very
Serious Grievous Minor Non
Injured
Accident Data
Sr. No. Date
Time of acc.
(am/pm)
A
Vehicle Responsible
No. of Affected Persons No of Animals Killed if
any
Help Provided by Ambulance /Crane/ Petrol
Vehicle
Remarks
61 26.4.14 2:23 AM 17+300 LHS Rural 3 4 4 4 1 - 1 MH-12-GV-7719 & unknown vehicle 0 0 0 0 - PAT -
62 26.4.14 10:01 AM 56+940 LHS Rural 1 4 4 4 1 - 1 GJ-2-AP-4111 0 0 0 0 - PAT+ CRN -
63 26.4.14 2:05 PM 80+050 LHS Rural 3 2+3 4 4 1 - 1 UP-32-CJ-2090 & unknown vehicle 0 1 2 0 - PAT+ AMB -
64 27.4.14 7:35 AM 15+670 RHS Rural 1 3 4 4 1 - 1 MH-18-AA-9989 0 0 1 0 - PAT+ AMB -
65 27.4.14 7:40 AM 15+680 RHS Rural 3 3 4 4 1 - 1 GJ-27-C-9642 & GJ-06-HQ-2765 0 0 1 0 - PAT + AMB -
66 28.4.14 4:30 AM 10+000 RHS Rural 8 4 4 4 1 - 1 GJ-18-AV-6233 0 0 0 0 - PAT+ CRN -67 28.4.14 5:25 AM 42+000 RHS Rural 1 4 4 4 1 - 1 MP-09-GF-1406 0 0 0 0 - PAT -
68 30.4.14 2:30 AM 65+000 LHS Rural 3 4 4 4 1 - 1 GJ-12-Z-1451 & RJ-19-GA-5154 0 0 0 0 - PAT -
69 30.4.14 5:33 AM 22+728 LHS Rural 1 4 4 4 1 - 1 GJ-1-CZ-2601 0 0 0 0 - PAT -70 30.4.14 2:06 PM 66+720 RHS Rural 8 3 5 4 1 - 1 GJ-5-CH-5293 0 0 7 0 - PAT+ AMB+ CRN -71 30.4.14 5:48 PM 32+855 RHS Rural 4 4 4 4 1 - 1 GJ-1-KE-314 0 0 0 0 - PAT -
ABCDEFGH
PAT Patrolling VehicleAMBCRN
AmbulanceCrane
Name & Sign. Of Project Director
1 T-junction, 2 Y-junction, 3 Four arm junction, 4 Staggered junction, 5 Junction with more than four arms, 6 Roundabout junction, 7 Manned rail crossing, 8 Unmanned rail crossing 1 Fine, 2 Mist / fog, 3 Cloudy, 4 Light rain, 5 Heavy rain, 6 Hail / sleet, 7 Snow, 8 Strong wind, 9 Dust strom, 10 Very hot, 11 Very cold, 12 Other extraordinary weather condition
Note :-
1 Fatal / Very serious 2 Grievous injury, 3 Minor injury, 4 Non injury 1 Drunken, 2 Overspeeding, 3 Vehicle out of control, 4 Fault of driver of motor vehicle / driver of other vehicle / cyclist / Pedestrian/Animal / passenger, 5 Defect in mechanical condition of motor vehicle / 6 Stray Animal
1 single lane, 2 two lane, 3 three lanes or more without central divider (median), 4 Four lanes or more with central divider 1 straight road, 2 Slight curve, 3 Sharp curve, 4 Flat Road, 5 Gentle incline, 6 Steep incline, 7 Hump, 8 Dip
Urban / Rural and details of surrounding landuse 1 Overturning, 2 Head on colision, 3 Rear end collision, 4 Collision brush / side swipe, 5 Right angled collision, 6 Skidding /Jumping 7 Right turn collision, 8 Other ( Pl. specific)
3 of 3
Issues Concerned with NHAI
Appendix ‘S’
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
I-Status of Unencumbered LandI.a Land Acquisition / Procurement of Site
Balance Land Proposal Status:
Sr. No. Remarks
NE-1
11a
1b
1c
1d
NH-82
3A Prepared and with Competent Authority for Sign.
c) Soil conservative of forest – Vasad, Ch.91+000 km. – LA Proposal to be Prepare & submit to Authority.
d) Savali Carriageway to FO @ Ch. 109.490 – (At Dumad Chowkadi) – LA proposal to be prepared and submit to Authority
e) Vatrak - LA Proposal Submitted, JMS completed - follow up for 3A.
f) Additional Land proposal submitted for Bus lay bay / missing / truck lay bay, entry / exit ramp – follow up – 55.00 Hact. + 20.00
Prepared and submitted to Concern Authority.Land transfer proposal under process and pending with Agricultural Department.
Concessionaire Proposal prepared and submitted to NHAI.
3A Prepared and with Competent Authority for Sign.
As per the "Memorandum on Procurement of the Site", Dated: 28/12/2012,only 86.31 % of the total area of the 'Site' necessary for Six Lane ProjectHighway has been granted by National Highways Authority of India to theConcessionaire as -Vacant Access and Right of Way.
1) Tollplaza LA tobe finalized.2) Additional 3A prepared and with Competent Authority for Sign.Kheda Tollplaza: Additional 3A prepared and with Competent Authority for Sign
Submitted by Concessionaire to PD, NHAI, same forwarded to IE by PD, NHAI for review & comments - Pending with IE, Vadodara district 3(A) Land Schedule submitted by letter
Ahmedabad - JMS completed (Weigh Bridge/additional ETC lane) - Submitted
1) Ahmedabad – Vadodara Toll Plaza
AUDA Ring Road - For Weigh Bridge - Submitted
Completed on 10/07/2013
Land not required for weigh bridge
b) Mini Mahi River – LA Proposal to be prepared & submit to Authority
Pending from NHAI
3(a) draft notification sent to New Delhi for Gazette notification for Ahmedabad & Vadodara district)
2) Anand & Nadiad InterchangeLand Acquisition for Weigh Bridge
a) Vasad toll plaza Ch.-91+785 km.- LA Proposal to additional land for weigh bridge & Tollplaza
b) Kheda BypassTollplaza @ Ch. 42+000 (as per CA)
Status
Pending from NHAI
3(A) Published in Gazette No. 3754 (A), dt. 20/12/13 and Local Sandesh Gujarati News Paper on dt. 20/01/14 also and with Competent Authority for sign
Vadodara - JMS completed (Weigh Bridge/ additional ETC lane) - Submitted
Description
Balance Land Proposal Status 1 OF 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
I-b Status of Land Acquisition
a) NH-8 (Ahmedabad-Vadodara Section)
From To 3(a) 3 (A) 3 (D) 3 (G) 3 (H)
1 Ahmedabad NH-8 6.400 21.800 8 6 4 34.8383 34.8383 25.5661 25.0629 20.2525 3.9036 10.49 3.9036
2 Kheda NH-8 21.800 68.200 24 24 24 95.6475 95.6475 68.5572 64.5446 63.0324 20.7075 16.44 20.7075
3 Anand NH-8 68.200 94.000 12 12 12 63.9011 63.9011 34.9961 34.8999 33.9544 13.0608 20.86 13.0608
4 Vadodara NH-8 94.000 110.000 62 (Cancel)
6 6 36.8995 36.8995 11.2076 5.7436 5.4180 4.0522 6.29 4.0522 CALA has canceled 2 villagesdue to LA is not required.
50 231.286 231.286 140.327 130.251 122.657 41.7241 54.08 41.7241
Percentage (%) 100.00% 60.67% 56.32% 53.03%
b) NE-1 (Ahmedabad-Vadodara Expressway)
3(a) 3 (A) 3 (D) 3 (G) 3 (H)
1 Ahmedabad NE-1 1 9.0262 9.0262 0.0000 0.0000 0.0000 0.0000
2 Vadodara NE-1 2 9.0260 9.0260 2.3700 0.0000 0.0000 0.0000
3 18.0522 18.0522 2.3700 0.0000 0.0000 0.0000
100.00% 13.13% 0.00% 0.00%
249.3386 142.6970 130.2510 122.6573 41.7241
Amount Disbursed
(in Cr.)
Total Village(Nos.)
Awarded Village(Nos.)
Approved Village(Nos.)
Total Area tobe
Acquired (Ha)
Status(Ha)
Summary of Land Acquisition
Total…..(B)
Percentage (%)
Grand Total (NH-8+NE-1)…(A+B)
Area Disbursed
(in Ha.)
Remarks
Total…..(A)
Sr. No. District Village(Nos.)
Total Area tobe Acquired
(Ha)
Status(Ha)
Remarks
Sr. No. District Location(Ch. / Km.)
LA Summary 1 OF 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
3 (A) 3 (D) 3 (G) 3 (H)
Narol 4.3770 4.1643
Isanpur 2.0449 0.0000
Lambha 0.9915 0.9915
Vatva 3.0247 0.0000
Laxmipura 0.6349 0.6349
Asalali 7.1159 7.0846
Bareja 5.0116 5.0116
Jetalpur 2.3656 2.3656
Ramol (NE1) 9.0262 0.0000
Total 34.5923 20.2525
2 Kheda Bidaj 0.8744 26.5748 95.6475 68.5572 64.5446 0.7046 0.0000Hariyala 7.4285 6.6676Kajipura 1.8193 1.8913
Malarpura 0.4650 0.4350Gobhalaj 2.5849 2.3129Kanera 3.8926 3.8332
Radhvanaj 4.3892 4.3892Vansar 3.8412 3.6526
Sokhada 4.5119 4.0513Sandhana 3.5306 3.4953
Antroli 0.0931 0.0931Ratanpur 0.2263 0.2263
Matar 1.5228 1.5113Tundel 2.8617 2.8133Dantali 4.8907 4.8867Dabhan 7.5319 7.4827Dumral 0.8819 0.8819Piplag 2.4575 2.4122Guntal 1.7263 1.6486Nadiad 3.2909 3.1579
Uttarsanda 0.1269 0.1269Bhumel 3.5276 1.8671Kanjari 3.5343 3.3420
Narsanda 3.0632 1.1494Total 69.0727 63.0324
3 Anand Boriyavi 3.4593 28.9050 63.9011 34.9961 34.8999 3.4593 0.0000Lambhvel 0.7608 0.7608
Anand 2.6859 2.5897Samarkha 1.0871 1.0871Chikodara 1.9848 1.9848
Vaghasi 2.3182 2.3182Gamdi 4.0261 3.8489Mogar 3.9599 3.9599
Gopalpura 0.0120 0.0120Vadod 1.8678 1.8678Adas 4.5179 4.5179
Vasad 8.3163 7.5480Total 34.9961 33.9544
Dashrath 3.0771 0.9591
Padamla 1.7881 0.2067
Fajalpur 3.6279 2.1857
Sakarda 0.0651 0.0000
Chhani 0.4684 0.4684
Ranoli 0.4501 0.0749
Dumad 1.5232 1.5232
Rayaka 0.2077 0.0000
Ajod 2.7078 0.0000
Sokhada 6.3182 0.0000
Total 20.2336 5.4180
158.8947 90.444 249.339 142.697 130.251 122.657
LAND ACQUISITION STATUSSr. No. District Village Area
(Ha)Additional land required which
was not included in
earlier proposal (Submitted by
Concessionaire on 02/06/12)
(Ha)
Total Area to be Acquired
(Ha)
Status(Ha)
Remarks
1 Ahmedabad 9.2722 43.8645 25.5661 25.0629 0.0000 NH-8: Balance 2 villages for 3(G) as below: 1) Isanpur2) VatvaNE-1: Balance 1 village for 3(G) as below:1) Ramol (NE-1)
0.0000 NH-8: Cancel 2 Nos. villages as below:1) Sakarda2) RayakaNE-1: Balance 2 villages for 3(G) as below: 1) Ajod - NE-12) Sokhada - NE-1
NOTE: Delay in procurement of land: - In pursuant clause 4.2.1 of Article 4 of the Concession Agreement to be read in conjunction with clause 10.3 of Article 10 ofthe Concession Agreement it is under the obligation of the Authority to provide all the land included in the Appendix attached to the Memorandum signed jointly inpursuant to clause 10.3.1 of Article 10 of the Concession Agreement within 90 days from the Appointed Date to the Concessionaire. The status of land made availableby the Authority as on 24/04/2013 has been intimated to the Authority / Independent Engineer vide Concessionaire’s letter no. IRB/AVSETPL/735/2013, dated29/04/2013, which is a evident that only 86.67 % land was made available to the Concessionaire for the development of the Project Highway, which includes 107.34hectare i.e. 14.69% of total land under 3D stage only. Even as on today the payment to the land owners for these lands is not disbursed by the Authority in-spite oflapse of more than 8 months from the Appointed Date, due to which the land owners are not allowing to work in their lands as already intimated to Authority /Independent Engineer during several meetings held from time to time as well as through letters. The details of the length of six laning of Project Highway, Service Road& structures affected due to non availability of land is enclosed herewith as Annexure 1 & 2 in the form of strip plan as well as tabular form. It is also to be brought intonotice of Authority / Independent Engineer that unless the work of six laning by constructing new 3 lane on RHS is completed and traffic is diverted into it, the work ofwidening from existing 2 lane to 3 lane in LHS cannot be taken up. Similarly the work in the sections, which are under Tree saving, cannot be executed as the entirewidening is to be done on RHS only and hence these lengths / sections are entirely held up because of non-availability of land.
4 Vadodara 25.6919 45.9255 13.5776 5.7436
Villagewise LA details 1 OF 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
II - Utility Shifting & Tree CuttingII-a Utility Shifting:
Utility shifting estimates and approval status as below:II-a-1-Electric Pole Shifting:Total 9 nos. estimates have been submitted to Authority and all are approved. Also works have been started II-a-2 High Tension Line Raising / Shifting – GETCO:
II-a-3 Water Supply & Sewer Line Shifting:
II-1-4-STATUS OF UTILITY SHIFTING
(A) Electric Pole Shifting
From To
1 UGVCL, Ahmedaba Ahmedaba Barejadi 11+400 21+100 12,110,043 1,816,506
2 UGVCL, Ahmedaba Ahmedaba Bareja 21+100 29+450 19,185,385 2,877,808
3 MGVCL, Mhemedavad Mehemdavad Kheda 1 29+450 45+400 18,097,098 2,714,565 1 1 1 1
45+400 58+700
58+700 66+000
5 MGVCL, Anand Anand Anand North 66+000 74+350 15,104,204 2,265,631
6 MGVCL, Anand Anand Saraddar Shastri
74+350 77+550 8,891,738 1,333,761
7 MGVCL, Anand Anand South 77+550 93+350 41,196,067 6,179,410
8 Vadodara, MGVCL Vadodara Chahani 97+800 108+700 23,996,923 3,599,539
9 Vadodara, MGVCL Vadodara Koyali 95+850 97+800 15,134,795 2,270,219
9 188,394,373 28,259,157 9 9 9 9
ChainageSr. No. Company Name Division Sub-Division No. of Estimate
2 2 2 Approved on 09/12/13 by CGM,RO, Gandhinagar
Estimated Amount Supervision Charges
No. of Estimate Received by
NHAI
No. of Estimate Reviewed by IE
No. of Estimate Sent to
RO/CGM by PD
No. of Estimate Approved by Competent Authority.
Total
Approved on 29/08/13 vide CGM,NHAI, Gandhinagar letter nos.NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.13/1798 Supervision Charges were
1 1
2
4 MGVCL, Nadiad Nadiad Nadiad ®Chaklasi
3 3 3 3 3 Approved on 26/08/13Supervision Charges weredeposited in 2nd week of Sep'13.
Approved on 29/08/13 vide CGM,NHAI, Gandhinagar letter nos.NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.13/1799 &NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.13/1800. Supervision Charges were
1
Total 17 nos. revised cost estimates have been submitted to Authority, all 10 nos. estimates are yet to be approved by Authority due to change in schedule of Rates but now As per new SOR revised estimates are finalized.
Total 4 nos. estimates have been submitted to Authority and all are approved. Additional Vadodara Municiple Corporation pipe line for the same estimate to be prepared, site inspection completed.
2 2 2 2
34,678,121 5,201,718 1 1
Work has been started
Status Remarks
2 2
II-Utility Shifting-Ele.pole 1 of 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
(B) High Tension Line Raising / Shifting - GETCOCompany Name: GETCO
Existing Design
1 5.-6 8+640 8+530 3,572,200.00 522,954.00 1 1 1 0 Pending with HQ, Delhi
2 5.-6 8+960 8+840 - - - - - - Raising Said by Not require shiffting D.E
3 2.-3 9+310 9+200 - - - - - - Raising Said by Not require shiffting D.E
4 261-262 9+340 9+230 7,498,138.00 1,094,163.00 1 1 1 05 25-26 21+380 21+250 14,017,084.00 2,025,544.00 1 1 1 06 203-204 27+230 27+110 7,436,924.00 1,085,424.00 1 1 1 0
7 19-20 29+650 29+590 273,772.00 45,315.00 1 1 1 08 35-36 33+150 33+130 3,286,818.00 479,593.00 1 1 1 09 79-80 47+560 48+620 7,910,840.00 1,158,832.00 1 1 1 0
10 65-66 60+150 61+200 6,182,328.00 909,527.00 1 1 1 011 59-60 62+190 63+223 4,347,486.00 635,964.00 1 1 1 012 93-94 85+510 86+570 7,370,203.00 1,080,856.00 1 1 1 013 114-115 102+500 102+550 44,498,180.00 6,420,842.00 1 1 1 0
14 17-18 101+570 102+590 47,631,748.00 6,872,800.00 1 1 1 0
15 5.-6 104+890 105+920 903,616.00 133,706.00 1 1 1 0
16 29-30 106+110 107+250 904,346.00 134,374.00 1 1 1 0
17 28-29 96+650 97+700 2,130,660.00 310,121.00 1 1 1 0
18 51-52 98+110 99+234 1,310,075.00 192,611.00 1 1 1 0
19 16-17 108+190 109+260 28,931,884.00 4,172,882.00 1 1 1 0
188,206,302.00 27,275,508.00 17 17 17 0
RemarksNo. of Estimate Approved by Competent Authority.
Status
Pending with HQ, Delhi
Total
Option -2 Estimated Cost
No. of Estimate Received by NHAI
No. of Estimate Reviewed by IE
No. of Estimate Sent to
RO/CGM by PD
Sr. No.
Division Name Location Chainage Option -1 Estimated Cost
Nadiad Division Km 11/300 To 93/00 In Ahmedabad, Kheda And Anand District.
Jambuva Division Km 93/00 To 108/300 In Vadodara District.
II-Utility Shifting-GETCO 1 of 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
(C) WATER SUPPLY & SEWER LINE SHIFTING.
Sr. No. Company Name Division Sub-Division No. of Estimate
Estimated Amount No. of Estimate Received by NHAI
No. of Estimate Reviewed by IE
No. of Estimate Sent to RO/CGM
by PD
No. of Estimate Approved by Competent Authority.
Approval Status
1 Gujrat Water Supply and Seawage Board
Vadodara Vadodara 1 26,705,050.00 1 1 1 1 Approved vide NHAI letter no. NHAI/GWSSB/PIU-Ahmedabad/19268, dt. 29/11/2013
2 Gujrat Water Supply and Seawage Board
Kheda Matar 1 5,755,376.00 1 1 1 1 Approved
3 Gujrat Water Supply and Seawage Board
Kheda Matar 1 857,736.00 1 1 1 1 Approved
4 Vadodara Mahanagar Seva Sadan
Vadodara Vadodara 1 5,827,500.00 1 1 1 1 Approved
5 Vadodara Municiple Corporation
Vadodara Vadodara 1 - 0 0 0 0 Estimate tobe prepared, Site Inspection Completed
5 39,145,662.00 4 4 4 4
Remarks
1) 450mm dia in between Km. 96.300 to Km. 97.800 in LHS (Total length Km. 2.50). 2) 350mm dia from Km. 99.900 to Km. 102.550 in LHS (Total length in Km. 3.76)
NOTE: Delay in approval of estimates for shifting of various utilities: - There are various existing utilities in the form of electrical poles / lines, High Tension Towers, Water & drainage pipe lines and Gas pipe lines etc., which are adversely affectingthe construction of said Project Highway. In pursuant to clause 11.2 of Article 11 of the Concession Agreement the utilities, which cause adverse affect on the Project Highway needs to be shifted to appropriate locations. The cost of such shifting isrequired to borne by the Authority. The estimates for the various utilities have already been submitted to the Authority by the respective departments by making rigorous efforts of the Concessionaire, but the approval of estimates is not yetconveyed by the Authority to the Concessionaire. The detail of lengths of six laning as well as Service Road affected on this account is attached herewith as Annexure 3 and 4.
1) 90mm dia PVC pipe in between Ch. 38.600 to 39.000 Total Length 930 Rmt.2) 160mm dia PVC pipe in between Ch. 39.000 to 41.460 Total Length 2440 Rmt.3) 200mm dia A.C. pipe & PVC pipe in between Ch. 41.460 to 45.300 Total Length 5000 Rmt. Affecting to Six laning
1) 90mm dia HDPE pipes Total Length 205 Rmt.2) 350mm dia C.I. pipes Total Length 75 Rmt.3) 450mm dia C.I. pipes Total Length 25 Rmt.4) 90mm dia PVC pipe Total Length 120 Rmt. Affecting to Six laning
1500mm dia water supply line of VMC near GSFC junction, Vadodara at Km. 105.490 Length 200m from proposed Flyover
450mm dia CI pipe line of VMC on LHS at below locations:Km. 96.260 to Km. 97.750Km. 98.550 to Km. 98.700Km. 98.950 to Km. 99.200Km. 99.650 to Km. 99.850Km. 99.950 to Km. 102.000Km. 102.550 to Km. 102.850Km. 103.175 to Km. 103.350Km. 103.700 to Km. 105.300Total length is 6.215 Km.
Total
II-Utility Shifting-Pipe line 1 of 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
II-b Tree Cutting:
From To1 Ahmedabad 6.4 22 1306 1306 02 Kheda-Nadiad 22 65.9 7091 7091 03 Anand 65.9 93.8 3737 3737 04 Vadodara 93.8 110 1358 1358 0
13492 13492 0
Balance Nos of Tree to be cut as
Total
Tree Cutting: Permission for tree cutting is awarded vide letter no.A/SVY/15/2699-2705/2012-13, dt.24/01/2013 of Chief Conzervator of Forest (CCF).
Trees cutting have been competed in May 2013.The summary of Tree cutting is as below:
Summary of Tree CuttingSr.No. District Chainage Total Nos of
Tree to be cut Total Nos of Tree
cut upto
II-Utility Shifting-Tree Cuttin 1 of 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
Status RemarksLetter No. COS Amount
(Cr.)Letter No. COS Amount
(Cr.)Letter No. COS Amount
(Cr.)Letter No. COS Amount
(Cr.)Letter No. COS Amount
(Cr.)1 Proposal of modification in
design/Cross section between Km.95.000 to Km. Km. 109.000 in view of anumber of pipe lines within ROW
IRB/AVSETPL/78/2012, dt. 15/03/2012IRB/AVSETPL/2077/2014, dt. 07/04/2014
86.66 AA/NHAI/1308/12-13/1715, dt. 12.09.2012
42.01 1) NHAI/PIU-Ahmedabad/NH-8/6-laning/19350, dt. 9/12/20132) NHAI/PIU-Ahmedabad/NH-8/6-laning/20055, dt. 6/02/2014
30.21 NHAI/12011/1/2010-RO-GNR/Tech./AHD./Vol.15/4095, dt. 21/02/2014
30.21 Pending with HQ, Delhi
2 Representation of Boriavi Nagar Palikareceived from NHAI for construction ofPUP of size 7.0m x 4.5m at Km. 69.290instead of PUP at Km. 69.111
IRB/AVSETPL/1823/2014, dt. 30/01/2014
1.89 AA/AMBD/-VDDR/DRH/1124, dt. 10/02/2014
1.11 1) NHAI/PIU-Ahmedabad/NH-8/6-laning/20164, dt. 18/02/2014
1.11 1) NHAI/12011/1/2010-RO-GNR/Tech./AHD./Vol.14/4388, dt. 14/03/2014 2) NHAI/12011/1/2010-RO-GNR/Tech./AHD./Vol.14/185, dt. 16/04/2014
1.11 Pending with HQ, Delhi
3 Tentative cost implication foradditions/modifications of variousstructures, service roads as per siterequirement / public demand / VIPreferences etc
IRB/AVSETPL/1109/2013, dt. 05/08/2013
120.96 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
77.48 NHAI/PIU-Ahmedabad/19870, dt. 07/01/2014
41.26 NHAI/12011/1/2010-RO-GNR/Tech./AHD./Vol.11/3543, dt. 17/01/2014
41.26 Pending with HQ, Delhi
Authority has not recommended to HQ, Delhi as below:1) PUP @ Ch. 23.400 Km. (Change of Size)2) PUP @ Ch. 24.840 Km. (Additional)3) Service Road 9.12 Km.
4 VIP reference received from Shri.Bharatsingh Solanki , Hon’ble Ministerof State for Drinking Water andSanitation ( Independent Charge)regarding ongoing construction for sixlaning of Ahmedabad Vadodara Sectionof NH-8 and construction of foot overbridge on the 6 - Lane NH - 8 of Vasad,Gujarat and various representationsreceived from Villagers and Principalsof Schools of Kachalapura / VasadGram Panchayat , Taluka and DistrictAnand.
IRB/AVSETPL/1828/2014, dt. 31/01/2014
8.69 AA/AMBD-VDDR/DRH/1117, dt. 07/02/2014
7.99 NHAI/PIU-Ahmedabad/20099, dt.10/02/2014
7.99 NHAI/19011/1/2010-RO-GNR/Rep./VIP/Vol.14/4370, dt. 10/03/2014
7.99 Pending with HQ, Delhi
5 Construction of roadway in restrictedwidth due to existing facilities onONGC and IOCL from Km.31.500 to33.500
IRB/AVSETPL/1203/2013, dt. 28/08/2013
6.39 AA/HW/NHAI/1308/13-14/519, dt. 04.11.13
3.69 NHAI/PIU-Ahmedabad/20743, dt. 18/04/2014
3.69 NHAI/12011/2/2010-RO-GNR/Tech/AHD-AV-Excel/3/283 , dt. 25/04/2014
3.69 Pending with HQ, Delhi
224.58 132.28 84.26 84.26 - Total
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from km. 93.302 in the state of Gujarat ( Length 93.302 km. ) under NHDP Phase – V on Design Build Finance Operate Transfer (DBFOT)
SUMMARY OF CHANGE OF SCOPECOS No. Brief Description Concessionaire Proposal Recommendation of Independent Recommendation by Authority Approval by Authority Approval by Authority
III-COS Summary 1 OF 1
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
1 1 Flyover 105.53 (GSFC
junction)
- Chhani Provision of 90m long Flyover at Km. 105+530 in place of a single span 35.0 m Flyover / Underpass to accommdate the skew crossing of various pipe lines
IRB/AVSETPL/78/2012, dt. 15/03/2012
8.55 NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
Due to accommdate the skew crossing of various pipe lines- VMC pipe line passing below the RE wall approach.- Maintenance problem in future.- Initial proposal of 150m (5 x 30m span) modified to 90m (3 x 30m) subject to decision of shifting VMC pipe line 1500mm dia
2 1 Vehicular Underpass to
Flyover
95.882 (Nandesari)
- Nandesari Provision of Flyover of 35m span at Km. 95+882 (design chainage Km 95+530)in place of VUP of size 12mx5.5m toaccommodate 3 pipe line crossings
IRB/AVSETPL/78/2012, dt. 15/03/2012
1.42 NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
Due to accommodate 3 pipe line crossings- VMC- GSFC- GWSSB- Initialy proposal 20m as decided in NHAI, HQ, New Delhi on 21/02/2012
3 1 Major Bridge 93.542 (Mahi
Bridge)
- Vasad Provision of Single four lane bridge on upstream of existing bridge instead of two lane bridges on either side of the existing bridge across river Mahi due to the existence of the ONGC and IOC pipelines on downstream of existing bridge at Km. 93+500
IRB/AVSETPL/78/2012, dt. 15/03/2012
(7.68) NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
Existence of the ONGC and IOC pipelines on downstream of existing bridge at Km. 93+500
4 1 Toe wall & Slip Road
93.542 (Mahi
Bridge)
- Vasad 1) Construction of toe wall to protect the earth in embankment and minimize land acquisition.2) Construction of 300m slip road to access the resort.
IRB/AVSETPL/78/2012, dt. 15/03/2012
3.51 ROW constraint and habitation adjacent to ROW
5 1 MCW & Service Road
Length of MCW=12850m
Length of Service
Road=11800m
95.000 107.200 - Modification in Typical Cross Section given in the CA from Km. 95+000 to Km. 107+200 of the Project Highway
IRB/AVSETPL/78/2012, dt. 15/03/2012
(16.09) NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
VMC, GSFC & GWSSB pipe line along the Project Highway.- Avoid to shifting
6 1 Toe Wall/ Retaining wall
95.000 107.200 - Provision of retaining wall at the end of Service Road/Main Carriageway due to pipe lines and restricted ROW
IRB/AVSETPL/78/2012, dt. 15/03/2012
30.90 NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
Along the Project Highway heavy habitation, urban area.- VMC, GSFC & GWSSB pipe line along the Project Highway- Restricted ROW
7 1 Pipe Encasing 95.000 107.200 - Encasing of utility pipes of different sizes those are either under service road or crossing the completed carriagewaya) 955 mm diab) 1354 diac) 1000 mm dia
IRB/AVSETPL/78/2012, dt. 15/03/2012IRB/AVSETPL/2077/2014, dt. 07/04/2014
33.96 NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
Modification in Typical Cross Section.- Restricted ROW- VMC, GSFC & GWSSB pipe line along the Project Highway
8 1 New Jersey Crash Barrier
95.000 107.200 - Provision of New Jersey Type Crash Barrier in 0.6m wide median
IRB/AVSETPL/78/2012, dt. 15/03/2012
22.17 NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
VMC, GSFC & GWSSB pipe line along the Project Highway.- Modification in Typical Cross Section - To accommodate pipe line, redused the median width.
9 1 Entry/ Exit ramp 95.000 107.200 - Deletion of entry/exit ramps due to non availability of land
NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
LA problem
COS-1HQ, Delhi
Six laning of Ahmedabad – Vadodara Section of NH-8 from km. 6.400 to 108.700 (Length 102.300 km.) and Improvement of existing Ahmedabad – Vadodara Expressway from km. 93.302 in the state of Gujarat ( Length 93.302 km. ) under NHDP Phase – V on Design Built Finance Operate Transfer (DBFOT)
III-Change of ScopeSr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
30.21 AA/NHAI/1308/13-14/224, dt. 24/07/2013 [LETTER NOT AVAILABLE WITH CONCESSIONAIRE, ref. shown in NHAI letter no. NHAI/PI-Ahmedabad/NH-8/6-Laning/19350, dt. 09/12/2013]
30.21
III-COS 1 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Sr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
10 1 Major Bridge 35.000 (Vatrak Bridge)
- Sokhada Provision of one additional span of 42m due to the crossing of existing ONGC crude pipe line near the Ahmedabad side abutment of the proposed new bridge across River Vatrak at Km 35+000
IRB/AVSETPL/78/2012, dt. 15/03/2012
6.46 NHAI/12011/2010-RO-GNR/Tech/AHD/Vol-15/4095, dt. 21/02/2014
Crossing of existing ONGC crude pipe line near the Ahmedabad side abutment of the proposed new bridge across River Vatrak at Km 35+000
11 1 Providing additional light poles on Service Road
IRB/AVSETPL/78/2012, dt. 15/03/2012
3.46
86.66 30.21 30.21
1 2 Pedestrian Underpass(Change in Location)
69.290 - Boriavi Construction of PUP (7.0 x 4.5) at Ch. 69.290 km at Village – Boriavi Junction.
IRB/AVSETPL/1823/2014, dt. 30/01/2014
1.89 AA/AMBD-VDDR/DRH/1124, dt. 10/02/2014
1.11 NHAI/12011/1/2010-RO-GNR/Tech/AHD/Vol-14/4388, dt. 14/03/2014
1.11 Public demand / VIP representation HQ, Delhi
1.89 1.11 1.11
VUP1 3 Vehicular
Underpass(Additional)
13.940 Aslali 12.0 m * 5.5 m (VUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
10.34 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
8.49 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
8.49 At Junction of NH 228 & NH 8. Observed cross movement of Bus, Truck,Trailer, etc. There is a Flyover at Ch.11.320 for cross movement as per CA provision .
2 3 Vehicular Underpass
(Additional)
38.260 Sokhada & Hatkeshwar
A VUP of Size 12mx5.5m can be provided.
IRB/AVSETPL/1109/2013, dt. 05/08/2013
16.48 Not recommended by IE vide letter no. AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
3 3 Vehicular Underpass
(Additional)Pedestrian Underpass(Deletion)
89.690 - Vasad 12.0 m * 5.5 m (VUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
3.36 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
2.81 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
2.81
4 3 Vehicular Underpass
(Additional)Pedestrian Underpass(Deletion)
99.650 Padamala 12.0 m x 5.5 m (VUP) (Below MCW)
VUP of size 12.0m x 5.50 m can be provided at Km. 99.650 at Padamala village in place of PUP of size 7.0m x 3.5m.
IRB/AVSETPL/1109/2013, dt. 05/08/2013
4.92 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
3.87 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
3.87 Representation from the Sarapanch, Padamala Gram Panchayat.During the traffic survey observed considerable cross movement of Bus, Truck,Trailer etc. on account of near by Ranoli GIDC area. The vehicles need to travel up to Flyover at Ch.95.830 or at Ch.102.540 for the cross movement as per CA provision. Also, public representation has been receivde for provision of Flyover
PUP1 3 Pedestrian
Underpass(Change Size)
23.400 Kanera 12.0m x 4.5m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
3.06 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
5.02 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
Due to cross movement of over sized oil/Gas carriage vehicles like truck,bulker etc. The vehicles need to travel up to Ch.19.600 ( Provision of VUP of size 12.0 m * 5.5 m ) or Flyover at Ch.34.020 for the cross movement as per CA provision.
2 3 Pedestrian Underpass
(Change Size)
29.910 Logistic Park(Kajipura)
12.0 m x 4.5 m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
3.06 Not recommended by IE vide letter no. AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
HQ, Delhi
COS-2
COS-3Total Cost (in Crore)
Total Cost (in Crore)
III-COS 2 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Sr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
3 3 Pedestrian Underpass
(Additional)
24.840 - Kanera 7.0m x 4.5m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
11.52 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
9.38 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
To avoid the direct access to MCW, provision of service road is required because we observed cross movement of vehicles Bus, Truck, etc. on account of Education Centre & Kanera Village. Also, public presentation has been received from the villagers & education institute for provision of Underpass.- Additional Service Road / Slip Road required due to additional PUP.
4 3 Pedestrian Underpass
(Additional)
32.450 Nayka 12.0 m x 4.5 m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
12.55 Not recommended by IE vide letter no. AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
5 3 Pedestrian Underpass
(Additional)
Service Road(Additional)
75.860 Gamdi PUP size 7.0mx3.0m and additional service roads of 5.50m width can be provided from Km. 75.860 to Km. 76.060 for a length of 200m beyond the end of approach ramps as recommended by IE vide letter no. AA/AMBD-VDDR/DRH/495, dt. 12.07.2013.
IRB/AVSETPL/1109/2013, dt. 05/08/2013
2.12 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
2.37 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
2.37 The public representation has been received for provision of Underpass for cross movement of farmers/vendors whose farms/shops situated on both side of highway.
6 3 Pedestrian Underpass
(Additional)
78.790 Wagashi 7.0 m x 4.5 m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
7.54 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
6.24 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
6.24 The public representation has been received for provision of Underpass for cross movement of farmers/vendors whose farms/shops situated on both side of highway.
7 3 Pedestrian Underpass
(Additional)
80.650 - Mogar 7.0 m x 4.5 m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
8.98 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
7.56 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
7.56 Due to increase in the FRL of about 3.5 m atsaid location on account of Minor Bridge atCh.80.685 which is constructed on Irrigationcanal, the vehicular movement of the schoolmay be obstructed. Hence, provision ofunderpass is required for the crossmovement of the school vehicles . - Additional Service Road / Slip Roadrequired due to additional PUP
8 3 Pedestrian Underpass
(Additional)
84.105 - Ramnagar 7.0 m x 4.5 m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
10.62 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
9.92 NHAI/12011/1/2010-RO-GNR/Tech./AHD/Vol.11/3543, dt. 17/01/2014
9.92 To avoid the direct access to MCW , provision of service road is required because we observed cross movement of vehicles Bus, Truck, etc. on account of Education Centre ,Ramnagar Village & Vadod Ruparel Village. The vehicles need to travel to VUP at Ch.82.390 & Flyover at Ch.90.740 for cross movement as per CA provision.- Additional Service Road / Slip Road required due to additional PUP
9 3 Pedestrian Underpass
(Change Size)
97.780 - Sakharda 12.0 m x 4.5 m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
3.06 Not recommended by IE vide letter no. AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
10 3 Pedestrian Underpass
(Change Size)
103.580 Dasrath 10.0 m x 4.5 m (PUP) IRB/AVSETPL/1109/2013, dt. 05/08/2013
2.89 Not recommended by IE vide letter no. AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
SERVICE ROAD1 3 Service Road
(Extension)Length=880m
(LHS Side)
20.920 (LHS) 21.800 (LHS) Bareja / Bidaj Extension of proposed service road atLHS (Length= 880 m)AndSlab Culvert 1 x 6 @ 21.668
IRB/AVSETPL/1109/2013, dt. 05/08/2013
2.40 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
2.20 (1) Representation of Vraj Integrated Textile Park(2) To avoid inconvenience to the occupants/ Entry & Exit of MCW as per CA
2 3 Service Road(Additional)
Length=450m (Both Side)
25.200 (Both sides)
25.650 (Both sides)
Malarpura & Kashipura
Service Road can be provided from Km. 25.200 to Km. 25.700 for a lengthof 500 m
IRB/AVSETPL/1109/2013, dt. 05/08/2013
1.02 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
2.22 -
3 3 Service Road(Additional)
Length=410m(LHS Side)
26.440 (LHS) 26.850 (LHS) Vaikunthpura Construction of additional Service Road(Length =410 m)andSC-1 x 6m @ 26.520 & BC-2m x 2m @26.700
IRB/AVSETPL/1109/2013, dt. 05/08/2013
0.83 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
1.11 To avoid direct access to MCW
III-COS 3 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Sr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
4 3 Service Road(Additional)
Length=610m(LHS Side)
29.050 (LHS) 29.660 (LHS) Kajipura Service road can be provided up to theaccess road to Kajipura village byextending the proposed Slip road atLHS from Km. 29.050 to km. 29.660(Length 610m)andSC-1 x 2.5m @ 29.218
IRB/AVSETPL/1109/2013, dt. 05/08/2013
1.23 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
1.49 Representation received from Kajipura Vaikundpura Group Gram Panchayat
5 3 Service Road(Additional)
Length=1700m(LHS Side)
39.400 (LHS) 42.020 (LHS) Ratanpur village Construction of additional Service Road (Length= 1700 m)andBC-3m x 3m @ 39.445BC-2m x 2m @ 39.870BC-2m x 2m @ 40.213BC-2m x 2m @ 40.745SC-1 x 4m @ 40.828
IRB/AVSETPL/1109/2013, dt. 05/08/2013
3.55 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
6.48 The public representation has been received for provision of Service Road to avoid direct access to MCW.Extension Of Service Road of proposed Under Pass at Ch.41.430 up to Ch.39.400 on LHS only .
6 3 Service Road(Additional)
Length=900m(RHS Side)
59.100 (RHS) 60.000 (RHS) Piplag Construction of additional Service Road (Length = 900 m)
IRB/AVSETPL/1109/2013, dt. 05/08/2013
2.43 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
1.95 Minor Bridge at Ch.Km.59.364 is widened for service road on RHS side. Hence, extension of service road is required up to APMC market piplag which is situated on RHS side to avoid the direct access to MCW.
7 3 Service Road(Additional)
Length=400m(LHS Side)
66.100 (LHS) 66.500 (LHS) Nadiad/Uttarsanda
Construction of additional Service Roadat LHS upto Chaklashi Flyover Junctionon NH-228 to NH-8 (Length = 500 m)andBC- 2m x 2m @ 66.450
IRB/AVSETPL/1109/2013, dt. 05/08/2013
1.39 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
0.90 To avoid direct access to MCW (NH-8 & NH-228 Junction)
8 3 Service Road(Additional)
Length=1400m(Both Side)
72.400 73.100 Rawadapura Construction of additional Service Road both side (Length = 1400 m )
IRB/AVSETPL/1109/2013, dt. 05/08/2013
3.78 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
3.04 Minor Bridge at Ch.72.675 is widened for service road on RHS/LHS side.Hence, extension of service road is required from Ch.72.400 to Ch.73.100.
9 3 Service Road(Additional)
Length=800m(Both Side)
81.600 82.000 Bedava / Vadod Construction of aditional Service Roadon both side (Length = 800 m)andBC - 2m x 2m @ 81.653
IRB/AVSETPL/1109/2013, dt. 05/08/2013
1.12 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
1.98 To avoid direct access to MCW
10 3 Service Road(Additional)
(Length=200m(LHS Side)
82.700 (LHS) 82.900 (LHS) Bedava / Vadod Construction of aditional Service Road(Length = 300 m)
IRB/AVSETPL/1109/2013, dt. 05/08/2013
0.81 AA/HW/NHAI/1308/13-14/501, dt. 28/10/2013
0.48 To facilitate the movement of the vehicles coming to Hospital, the extension of service road up to Ch.83.00 is required on LHS in lieu of 82.700 as mentioned in CA.
11 3 Service Road(Additional)
Length=670m(Both Side)
91.720 92.055 Rajupura / Vasad Construction of additional Service Roadon both side (Length = 335 m)
IRB/AVSETPL/1109/2013, dt. 05/08/2013
1.88 Not recommended by IE vide letter no. AA/HW/NHAI/1308/13-14/501, dt. 28 To avoid direct access to MCW
120.96 77.51 41.26 Total Cost (in Crore)
III-COS 4 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Sr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
PUP1 4 Pedestrian
Underpass(Additional)
Additional Service Road /
Slip Road
92.05
92.050 (LHS)
92.050 (RHS)
-
92.840
92.800
Kachalapura VIP reference received from Shri.Bharatsingh Solanki , Hon’ble Ministerof State for Drinking Water andSanitation ( Independent Charge)regarding ongoing construction for sixlaning of Ahmedabad VadodaraSection of NH-8 and construction offoot over bridge on the 6 - Lane NH - 8of Vasad ,Gujarat and variousrepresentations received from Villagersand Principals of Schools ofKachalapura / Vasad Gram Panchayat ,Taluka and District Anand.
IRB/AVSETPL/1828/2014, dt. 31/01/2014
8.69 AA/AMBD-VDDR/DRH/1117, dt. 07/02/2014
7.99 NHAI/PIU-Ahmedabad/20099, dt.10/02/2014
NHAI/19011/1/2010-RO-GNR/Rep./VIP/Vol.14/4370, dt. 10/03/2014
7.99 Representation received from villagers of Kachalapura / Vasad Gram Panchayat Taluka and District Anand
Pending with HQ, Delhi
8.69 7.99 7.99
TOE WALL1 4 Toe Wall 31.500 33.500 - Regarding restricted ROW width in RHS
due to utility pipe lines of ONGC andIOCL from 31.500 to 33.500, (ONGCROU, as per PMP act 1962, ONGC willnot permit any construction)considering existing center line asproposed center line, keeping 4.5mMedian width and Toe wall / Retainingwall, wherever required toaccomodate the carriageway withinthe available of existing ROW.
IRB/AVSETPL/1203/2013, dt. 28/08/2013
6.40 AA/HW/NHAI/1308/13-14/519, dt. 04.11.13
3.69 NHAI/12011/2/2010-RO-GNR/Tech/AHD-AV-Excel/3/283 , dt. 25/04/2014
3.69 Due to existing utilities of ONGC and IOCL on RHS
Pending with HQ, Delhi
6.40 3.69 3.69
FLYOVER1 4 Flyover 6.400
(Narol junction)
- Narol For Fly-Over at Ch. 6+400 is adopted by span arrangement of the Fly-Over and length of structure, thereby minimizing the effect of existing utilities on construction of the Fly-Over- Final decision by PD, NHAI to propose as per CA by demolish BRTS Bus Stop
IRB/AVSETPL/427/2013, dt. 08/02/2013
10.52 AA/AMBD-VDDR/DRH/478, dt. 03/07/2013AA/AMBD-VDDR/DRH/1305, dt. 25/04/2013
- To minimize the effect of existing utilities- To avoid the shifting, existing under ground utility water/sewage pipe line.
Decision pending at PD, NHAI
2 4 Flyover 7.380 (Vatwa)
- Vatva Fly-Over at Ch. 7+380 -Restructuring tominimize the effect of existing utilitieson the construction of proposedstructure and its approaches.Restructuring proposal consideringwidth of carriageway as 11m andmedian width of 1.2m was discussed
IRB/AVSETPL/2037/2014, dt. 27/03/2014
0.22 AA/AMBD-VDDR/DRH/1047, dt. 18/01/2014AA/AMBD-VDDR/DRH/1251, dt. 01/04/2014
To minimize the effect of existing utilities on the construction of proposed structure and its approaches
IE/Concessionaire
PUP1 4 Pedestrian
Underpass(Additional)
7.600 - Narol Tentative cost estimate of PUP (7.0m x3.0m) at 7+600 Km. Village Narol underCOS”
IRB/AVSETPL/2105/2014, dt. 11/04/2014
0.29 AA/AMBD-VDDR/DRH/1378, dt. 21/05/2014
0.29
Total Cost (in Crore)
FUTURE COS
Total Cost (in Crore)
COS-5
COS-4
III-COS 5 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Sr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
2 4 Pedestrian Underpass
(Change Size)
87.025 - Adas 7.0m x 4.5m (PUP) IRB/AVSETPL/1920/2014, dt. 20.02.2014
1.52 AA/AMBD-VDDR/DRH/1203, dt. 08/03/2014
1.56 Representation received from the Sarpanch, Adas Gram Panchayat, Taluka and District Anand requesting for increasing the height of underpass which is being constructed to cross the project highway by trucks, tractors and buses at Km. 87+025
PD, NHAI
SERVICE ROAD1 4 Service Road
(Additional)Length=903m
(Both Side)
6.400 (Narol
junction)
- Narol Option-IAdditional 5.5 m wide Service Roadadjacent to FO 6+400 (Ground level)
IRB/AVSETPL/427/2013, dt. 08/02/2013
1.67 IE/NHAI
2 4 Slip Road(Reduction)
45.317 Sandhana Reduction of Slip Road nearby the Edgah Ground at Km. 45.317 in Sandhana Village in view of modification of verticle profile of the project highway in the approach road at VUP towards Vadodara Side
IRB/AVSETPL/1307/2013, dt. 23/09/2013
(1.96) AA/AMBD-VDDR/DRH/1149, dt. 19.02.2014
- Reduction of Slip Road due to Edgah Ground IE/Concessionaire
PIPE ENCASING 1 4 Pipe Encasing 39.690 39.720 Vansar Encashing of ONGC cross pipe line
(Length = 132 m)IRB/AVSETPL/1140/2013, dt. 12/08/2013
- ROU required by ONGC before construction of NH-8 bypass
IE
DRAIN1 4 Drain 16.400 - Jetalpur Underpass at Ch. 16+400 – Shifting of
existing open drain / Channelobstructing the construction ofproposed structure and its approaches -
IRB/AVSETPL/427/2013, dt. 08/02/2013
5.99 AA/AMBD-VDDR/COS/511, dt. 13.07.13
- RCC open drain of village Panchayat obstructing the construction of proposed structure and its approaches -
IE/Concessionaire
CULVERT1 4 Culvert Additional Pipe, Box and Slab Culvert
under Change of Scope as below:IRB/AVSETPL/1232/2013, dt. 04/09/2013
IE/PD, NHAI
1) CD Structures as per CA but notfound at site (Total 6 Nos.)
HPC @ Ch. 26.520
Box Culvert @ Ch. 39.38HPC @ Ch. 39.870HPC @ Ch. 52.650HPC @ Ch. 83.672HPC @ Ch. 91.831
2) CD Structures Not in CA but foundat site (Under COS) (Total 54 Nos.)
HPC @ Ch. 18.695
HPC @ Ch. 25.26HPC @ Ch. 26.283HPC @ Ch. 27.38HPC @ Ch. 28.39HPC @ Ch. 28.6HPC @ Ch. 28.82HPC @ Ch. 28.97HPC @ Ch. 33.55HPC @ Ch. 34.015HPC @ Ch. 34.1Box Culvert @ Ch. 35.73Box Culvert @ Ch. 35.75Box Culvert @ Ch. 35.987
HPC @ Ch. 38.6HPC @ Ch. 38.94HPC @ Ch. 39.445HPC @ Ch. 39.595HPC @ Ch. 40.35HPC @ Ch. 40.75HPC @ Ch. 40.83HPC @ Ch. 41.09HPC @ Ch. 42.9HPC @ Ch. 46.98
III-COS 6 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Sr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
HPC @ Ch. 52.73HPC @ Ch. 54.46Slab Culvert @ Ch. 55.555
HPC @ Ch. 55.95HPC @ Ch. 59.325HPC @ Ch. 59.4HPC @ Ch. 61.958HPC @ Ch. 62.05HPC @ Ch. 62.96HPC @ Ch. 63.63HPC @ Ch. 63.68HPC @ Ch. 63.96HPC @ Ch. 64.385HPC @ Ch. 64.517HPC @ Ch. 75.399HPC @ Ch. 75.436HPC @ Ch. 78.92HPC @ Ch. 82.63HPC @ Ch. 88.265HPC @ Ch. 90.995Slab Culvert @ Ch. 91.931
HPC @ Ch. 94.155Slab Culvert @ Ch. 95.97HPC @ Ch. 99.172HPC @ Ch. 102.86HPC @ Ch. 104.33HPC @ Ch. 104.909HPC @ Ch. 107.837HPC @ Ch. 108.613HPC @ Ch. 109.037
3) CD Structures as per local demandor existing site condition (Under COS)(Total 1 No.)
Box Culvert @ Ch. 26.350
4) CD Structures where the size at siteis different from CA (Under COS)(Total 13 Nos.)
HPC @ Ch. 29.685
HPC @ Ch. 31.165Box Culvert @ Ch. 37.227
Box Culvert @ Ch. 37.347
Box Culvert @ Ch. 37.487
Box Culvert @ Ch. 37.555
Box Culvert @ Ch. 37.727
Box Culvert @ Ch. 37.907
Box Culvert @ Ch. 37.959
HPC @ Ch. 38.28HPC @ Ch. 41.46HPC @ Ch. 43.57HPC @ Ch. 43.73
5) CD Structures where the size at siteis different from CA but for executionsize is modified at site (Under COS)(Total 11 Nos.)
HPC @ Ch. 27.14
HPC @ Ch. 27.17HPC @ Ch. 30.14Slab Culvert @ Ch. 46.529
Slab Culvert @ Ch. 51.485
HPC @ Ch. 55.575
III-COS 7 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To Village Modified Proposal Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Correspondance Cost (in Crore)
Sr. No. COS NO. Structure/ Road Location Reason for Modification Proposal by Concessionaire Recommendation by IE Recommendation/Approval by Authority Pending with Remarks
HPC @ Ch. 56.81HPC @ Ch. 63.107HPC @ Ch. 64.61HPC @ Ch. 99.69Slab Culvert @ Ch. 99.719
6) As per CA proposed for wideningbut as per site conditionrecommended for reconstruction(Under COS) (Total 3 Nos.)
Slab Culvert @ Ch. 100.494
Slab Culvert @ Ch. 101.333
Slab Culvert @ Ch. 101.587
III-COS 8 of 8
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From To1 38.000 42.000 Vansar,
Ratanpur & Sokhada
Construction works have been stopped from Km. 38+000 to Km. 42+000 by Vansar, Ratanpur & Solhada villagers . The Work is held up in this section since 20.12.2013.
1) Villagers have demanded additonal structure at ch.41.+440 km to facilitate the cross movement of villagers . 2) Some villagers are not satisfied with disbursement amount for land acquisition given by NHAI .
i) IRB/AVSETPL/1689/2013, dt. 30.12.2013 ii) IRB/AVSETPL/1664/2013, dt. 23.12.2013 iii) NHAI/PIU-Ahmedabad/11012/2/13/NH-8/6 laning/19381 dt.13.12.2013 iv) NHAI/PIU-Ahmedabad/11012/2/13/NH-8/6 laning/19471 dt.27.12.2013iv) NHAI/PIU-Ahmedabad/11012/2/13/NH-8/6 laning/19941 dt.20.01.2014
Mamlatdar-Matar , Manager (Tech) NHAI, and representative of concessionaire vidited the site on 21st December 2013 and discussed all the issue with Sarpanch and villagers at Vansar village. During the site visit Sarpanch & villagers are convinced and agreed to withdraw hunger strike / protest subject to that district administration's confirms in writing for fulfilling their demands. As discussed in meeting they postponed scheduled hunger strike from 22nd December-2013 , but still the y have not allowed highway construction and structure work incl. flyover at 42.600, and hence works in this section are still stands held up under force majeure.
2 39.680 39.720 Vansar Construction works have been stopped due to presence of ONGC ROU and other pipelines within the project road corridor
ONGC have been stopped the work on RHS due to ROU.
Site inspection done on dt. 11.12.2013 to confirm thickness of coating.
3 69.111 - Boriyavi The work of PUP at boriyavi village Ch.Km.69.111 was stopped since 14/05/2013 by the villagers & NHAI.
The villagers are demanding additional underpass at Ch.Km.69.290.
i) IRB/AVSETPL/1096/2013, dt. 30/07/13.ii) AA/AMBD-VDDR/DRH/568, dt. 02.08.13
4 91.300 91.600 Vasad
5 91.670 92.100 Vasad
6 97.400 97.600 Sankarda Encroachment in existing ROW at Km. 97+400 to Km. 97+600 LHS.
Landowner has refuced to remove of compound wall at a distance 20m from the center line from km. 97+400 to 97+600, mentioning that compensation has not been paid to him during old acquisition.
i) IRB/AVSETPL/691/2013, dt. 19/04/2013ii) IRB/AVSETPL/759/2013, dt. 06/05/2013iii) AA/AMBD-VDDR/DRH/299, dt. 08/05/2013
Concessionaire has approached to the landowner for removal of compound wall, but he has refused to remove the same mentioning that compensation has not been paid to him during old acquisition.
IV- Details of Stoppage of work
Sr. No.Location
Village Particulars Reason Correspondence Status Action Taken
IRB/AVSETPL/694/2013, dt. 20/04/2013
The Concessionaire has discussed the matter with the Head of the Department of CSCR. He informed that the Central Soil Conservation Research Department required following data from NHAI through office letter: 1) The area of land proposed for acquisition, as per gazette notification, is less than the actual. It should be verified by joint measurement.2) The amount of compensation to be paid by NHAI for the Land.3) Compensation for the trees to be cut from the area.
Remarks
Stoppage of works by central Conservation Research Department (LHS) since 04/04/2013
Central Consevation Research Department have stopped the construction work with effect from 04/04/2013 because the land belongs to them. CSCR required the following details from NHAI through official letter to enable them to forward the same to its Head of Circle located at Dehradun:1) The area of land proposed for acquisition, as per gazette notification, is less than the actual. it should be verified by joint measurement.2) The amount of compensation to be paid by NHAI for land.3) Compensation for the trees to be cut from the area.
IV-Stoppage of work 1 of 2
MONTHLY PROGRESS REPORT - APRIL 2014 APPENDIX-S
From ToSr. No.
LocationVillage Particulars Reason Correspondence Status Action Taken Remarks
7 102.540(Ranoli Flyover)
- Ranoli Immediate stoppage of construction work of Flyover bridge at Ch. 102.540 Km., Village: Ranoli
The construction activity of flyove at Ch. 102.540 Km., Village: Ranoli had been stopped with immediate effect due to which the work of pilling of pier (P2) on both sides and construction of Superstructure work is held up due to non shifting of 132 KV Jawahar nagar - Fertilizer nagar (GETCO) line.
IRB/AVSETPL/1546/2013, dt. 28/11/13 Concessionaire has written letter to NHAI, toresolve the issue.
NOTE: Stoppage of Works at Various Locations by Local Villagers / Local Politicians / Village Panchayat:- The works at various locations have been forcefully stopped by the local villagers / local politicians / Sarpanch of VillagePanchayat demanding the additional structure / modification in size of structures proposed in Concession Agreement, to facilitate the villagers. This has already been intimated to the Authority / Independent Engineer through theConcessionaire’s letter no. IRB/AVSETPL/1096/2013, dt. 30/07/13, IRB/AVSETPL/694/2013, dt. 20/04/2013, IRB/AVSETPL/691/2013, dt. 19/04/2013, IRB/AVSETPL/759/2013, dt. 06/05/2013, IRB/AVSETPL/1546/2013, dt. 28/11/13,IRB/AVSETPL/1689/2013, dt. 30.12.2013 and IRB/AVSETPL/1664/2013, dt. 23.12.2013. The same are being intimated in the several meetings held with Authority / Independent Engineer from time to time. The construction of variousstructures / six laning and service road is held up at various locations on account of this since April’2013.
IV-Stoppage of work 2 of 2
