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NATIONAL HIGHWAYS AUTHORITY OF INDIA
DATR/MPR/19
DA TOLL ROAD PRIVATE LIMITED.
MONTHLY PROGRESS REPORT -18 (APRIL-2014)
C O N T E N T S
S.No
Description
Page Nos
1
Location Map
1
2
Project Details
2-3
3
Project Data
4
4
Salient Features of the Project
5-9
5
Pre-construction Activities
10-27
6
Progress
29-43
7
Design Progress Report
44
8
Drawing Register
45
9
Logistics Plan
46
10
Construction Constraints/Critical Issues
47-449
11
Issue of Change of Scope
50-53
12
Religious Structures
54-59
13
Organization Chart of Concessionaire
60-61
14
Status of Plant & Machinery
62-63
15
Force Measure Event
64
16
Utility shifting status
65-66
17
Maintenance Activities
67
18
Accident / Incident Data
68-73
19
Monthly Fee Statement
74-76
20
Traffic Census
77-79
21
Quality Control Tests
80-102
22
Weather Report
103-105
23
Visit of Dignitaries
106
24
Land Acquisition Status
107-112
25
Photographs
113-119
26
Land Availability Status Strip Chart
120-183
1. Location Map
From To
1Mewla Maharajpur Both Sides21.78525.1103.3250.4770.4250.4254.8404.84031.07.2012
2Faridabad Both Sides25.11026.7281.6180.6110.4080.8339.03113.87131.07.2012
3Fatehpur Chandila Both Sides26.72826.8600.1320.0540.0530.8861.84615.71731.07.2012
4Daulatabad Both Sides26.86027.9701.110.3110.2931.1792.49218.20931.07.2012
5Ajronda Both Sides27.97030.7382.7682.1700.7591.9388.48026.68931.07.2012
6Mujessar Both Sides30.73833.4252.6870.6280.6022.5404.70731.39620.11.2012
7Ballabgarh Both Sides33.42535.5802.1551.5141.3913.93125.14756.54320.11.2012
8Ranhera Both Sides35.58037.3301.750.7110.6304.5616.10962.65220.11.2012
9Jharsaintly Both Sides37.33040.0972.7674.1103.9468.50648.721111.37320.11.2012
10Kailgaon Both Sides40.09741.3211.2242.3082.21610.7228.628120.00020.11.2012
11Sikri Both Sides41.32144.2002.8794.8484.78315.50521.815141.81520.11.2012
22.41517.74315.505
RemarksS NoName of Village Location
Chainage
Area of
land
acquisition
(Ha)
Tehsil
Date of
Award
Faridabad Tehsil
Ballabgarh Tehsil
Length
(Km)
Amount
(Rs. In Cr)
Cumulative
Amount (Rs.
In Cr)
Award Area
(Ha)
Cumulative
Award Area
(Ha)
TOTAL AREA (Ha)
2. Project Details
Project Influence Area (PIA)
The stretch of NH-2 from Delhi to Agra (179.5 Kms) is the part of Golden Quadrilateral and connects States of North India i.e. J&K, Himachal Pradesh, Punjab and Haryana, to Southern and Eastern part of the country. This portion of NH-2 also provides connectivity to East-West Corridor and North South Corridor of NHDP. This stretch from Delhi to Agra of NH-2 comes under NHDP Phase-V (Widening of National Highways from 4 to 6 Lanning)Project Background
The portion of NH-2 from Delhi to Agra is already having 4-lane divided carriageway configuration. The corridor has been identified as one of the fastest growing economic corridor. However, the experience of four lane stretch that have already been in use has brought into sharp focus the fact that mere improved riding quality is not enough and that value additions by way of reducing capacity constraints, additional facilities, particularly, those having a bearing on safety aspects, are much more important. Hence from safety point of view and growing traffic requirements, a smooth uninterrupted flow of traffic through this corridor was felt necessary. Accordingly capacity augmentation of the existing 4-lane divided highway to 6-lane divided highway under DBFO scheme was conceived and National Highways Authority of India (NHAI), has been entrusted by the Ministry of Road Transport & Highways, Government of India to implement the task.
Description of the Project Road
The project road starts from Km 20+500 of NH-2 and ends at Km 200+000 of NH-2, thus making a total length of about 179.5 km. The project road lies in State of Haryana and Uttar Pradesh, starts from Badarpur Delhi Border (Km 20.500) and passes through Faridabad industrial area, Ballabgarh, Palwal, Hodal, Koshi, Mathura and ends at Agra (Km.200.00). The project road lies between latitudes of 28 o2818 and 27 o1222.7 north and longitudes of 77 o1820.65 and 78 o0153 east.Project Corridor
The existing project corridor is a four-lane facility (7m carriageway on either side) with 1.5m paved shoulders, 1m-1.5m wide earthen shoulders and 1.0 to 26.0m wide median. The Right of Way (ROW) as observed on the ground varies between 24 m to 100m.
There are no failed sections along the project road. The horizontal and vertical alignment for most of the length of the project highway is satisfactory.
There are 230 structures (Cross drainage, flyover, ROBs and underpasses) exist in the entire project corridor. The overall condition of the structures in the entire project corridor is fair to good.
There are many cross roads having direct access with main highway and eight Rail Over Bridges (ROB) and one Rail Under Bridge (RUB) in the corridor
At present, intersections witness congestion during peak hours and also during the night when there is heavy movement of trucks on the highway. The construction of flyovers / Underpasses / Over Passes will not only ensure uninterrupted movement of traffic heading towards Agra / Delhi, but will also reduce the waiting time for vehicles on the crossing, so drive to Taj Mahal through NH 2 will become faster in the coming days by building flyovers or underpasses at many intersections on the route. All flyovers (except one in Agra) and underpasses on this 179.5 kms stretch will be 6-lane structures. Once the project is completed, it will reduce the travel time drastically between Delhi & Agra.
Utility Services
There are utilities like OFC, Transformer, Telephone, Electrical Pole, HT line, Gas Pipe line, Sewer line, Water pipe line running parallel and crossing the project road. And influence the development of the project area, need to be shifted. In addition, there is presence of Mosque, Temple, Historical Tomb and other important structures
3. Project Data
INDEX MAP
START OF
PROJECT
ROAD
END OF
PROJECT
ROAD
EXHIBIT NO. 2.A
UTTAR PRADESH
Name of the Project :Six Laning of Delhi-Agra Section of National Highway No. 2 in the state of Haryana and Uttar Pradesh from Km. 20.500 to Km. 200.00 under NHDP Phase V as BOT (Toll)
Concessionaire
:DA Toll Road Private Limited
EPC Contractor
:Reliance Utility Engineers Pvt Ltd
Independent Engineer
: URS-Scott Wilson India Pvt. Ltd.
Rodic Consultants Pvt. Ltd.
Executing Agency (Sub Contractor)
:M/s. L&T Limited
Date of Bid Submission
:11-05-2010
Award letter issued by NHAI on
:19-05-2010
Date of Letter of Acceptance
:21-05-2010
Date of SPV Registered
:26-05-2010 (DA Toll Road Pvt. Ltd.)
Grant
:Rs.180 Crores
Total Project Cost (Rs. in Cr)
:Rs.2945 Crores
Date of Signing of Agreement
:16-07-2010
Date of submission of Performance
Guarantee
:26-07-2010
Appointed Date
:16-10-2012
Scheduled Six Laning Date
:15-04-2015
Concession Period
:26 Years including construction period
Construction Period
:912 days from 16-10-2012
4. Salient Features
1. Details of Typical Cross Section (TCS)
Sl. No.
Type of Cross-section
Type
Length (Km)
1
Widening to Six Lane with Service road both side.
Type - 1
73.96
2
Widening to six lane with Left Hand Side (LHS) Service Road
Type - 2
0.80
3
Widening to six lane with Left Hand Side (RHS) Service Road
Type - 3
0.80
4
Widening to six lane without Service Road
Type - 4
67.35
5
4/6 lane Flyover with Service Road on both sides. (Median 1.2m )
Type - 5
36.59
2. List of Structures
Sl. No
Particulars
Unit
Number as per CA
1
Pipe Culverts
Nos.
29
2
Slab/ Box Culvert
Nos.
174
3
PUPs
Nos.
10
4
VUPs
Nos.
14
5
Minor Bridges (New on SR)
Nos.
8
6
Minor Bridges (Widening on MCW)
Nos.
14
7
Flyover
Nos.
16
8
Overpass
Nos.
2
9
4 Lane Viaduct
Nos.
1
10
ROB
Nos.
8
3. List of Intersections
S. No.
Particulars
Number
1
Major Junctions
30
2
Minor Junctions
242
Total
272
4.Proposed Service Roads
Details of Service Road
S.No.
Chainage
Length (m)
Carriage Way Width
Side
From (Km)
To (Km)
Left
Right
1
20.500
36.200
31.400
7
7
Both Side
2
36.200
36.700
0.500
7
Left Side
3
37.200
42.600
10.800
7
7
Both Side
4
42.600
43.900
2.600
5.5
7
Both Side
5
43.900
45.600
3.400
7
7
Both Side
6
46.400
63.300
33.800
7
7
Both Side
7
63.300
63.600
0.300
7
Left Side
8
64.600
65.900
2.600
7
7
Both Side
9
71.800
73.300
3.000
7
7
Both Side
10
76.400
77.900
3.000
7
7
Both Side
11
82.600
84.150
3.100
7
7
Both Side
12
88.000
90.800
5.600
7
7
Both Side
13
100.600
103.160
5.120
7
7
Both Side
14
103.400
106.000
5.200
7
7
Both Side
15
109.000
113.400
8.800
7
7
Both Side
16
113.400
113.900
0.500
7
Right Side
17
118.300
119.400
2.200
7
7
Both Side
18
122.400
123.000
1.200
7
7
Both Side
19
125.200
126.500
2.600
7
7
Both Side
20
126.500
126.800
0.300
7
Right Side
21
133.700
134.800
2.200
7
7
Both Side
22
137.160
137.500
0.340
7
Left Side
23
138.500
139.900
2.800
7
5.5
Both Side
24
139.900
140.300
0.400
7
Left Side
25
141.200
146.900
11.400
7
7
Both Side
26
147.500
148.000
1.000
7
7
Both Side
27
148.200
148.300
0.200
7
7
Both Side
28
148.300
148.800
1.000
5.5
5.5
Both Side
29
148.800
154.500
11.400
7
7
Both Side
30
157.000
160.800
7.600
7
7
Both Side
31
160.800
161.100
0.300
7
Left Side
32
166.800
168.200
2.800
5.5
5.5
Both Side
33
175.100
176.300
2.400
7
7
Both Side
34
181.500
190.700
18.400
5.5
5.5
Both Side
35
192.050
198.410
12.720
5.5
5.5
Both Side
36
198.410
200.000
3.180
7
5.5
Both Side
Total Length in Km.
204.160
5. List of Bus Shelters & Bus Bays
S. No.
Particulars
Number
1
Number of Bus Shelters & Bus bays in the Project
23
6. Rest Area
Rest Areas shall be provided at each Toll Plaza.
7. Toll Plaza
S.No.
Existing at Km
S.No
Proposed at Km
1
74+00
1
46+000
2
94+000
2
164+000
3
164+000
8. Rigid Pavement Details
S.No
Start
End
Side
Length (m)
1
042+100
047+850
LHS
5750
2
049+325
056+640
LHS
7315
3
061+250
067+975
LHS
6725
4
069+180
074+530
LHS
5350
5
075+680
082+500
LHS
6820
6
082+500
083+300
RHS
800
7
085+200
091+450
RHS
6250
8
091+450
093+800
LHS
2350
9
093+300
093+800
RHS
500
10
093+800
094+000
LHS
200
11
093+800
094+000
RHS
200
12
115+000
118+800
RHS
3800
13
119+200
122+000
LHS
2800
14
132+600
134+100
RHS
1500
15
134+700
137+150
LHS
2450
16
137+300
138+400
RHS
1100
Total Existing Rigid Road =
53.91 Kms
9. Major Structures Locations
S.No.
Type of
Structure
Location
Chainage
S.No.
Type of
Structure
Location
Chainage
1
Flyover
NHPC Chowk
21+750
34
VUP
Nari Samari
118+800
2
Minor Bridge
Near NHPC
21+860
35
PUP
Akrror Inter
College
122+750
3
Flyover
Badhkal Chowk
25+650
36
Minor Bridge
Widening
Chaumuhan
124+490
4
Minor Bridge
Near Swastik
Steel Industry
26+065
37
VUP
Chaumuhan
125+900
5
Flyover
Old Faridabad
Chowk
26+950
38
VUP
Chatkara
134+220
6
Flyover
Ajronda Chowk
29+500
39
PUP
KD Dental College
& Hospital
137+370
7
Flyover
Bata Chowk
31+100
40
VUP
Mathura
139+335
8
Minor Bridge
Gurgaon Canal
34+530
41
ROB
Govindpur
140+810
9
Flyover
Ballabhgarh
Chowk
35+050
42
RUB
Mathura Bangar
141+390
10
ROB
Ballabhgarh
36+800
43
Minor Bridge
Ganeshra Nala
141+600
11
VUP
Sector 59 Ph-2
38+200
44
Flyover
Goverdhan
Chowk
142+575
12
Over Pass
Baghaula (Tarapur Junction)
48+200
45
ROB
Narholi (Mathura)
147+600
13
Minor Bridge
Bagola
54+100
46
Over Pass
Mathura Cantt Bharatpur
147+730
14
VUP
Alapur-Firozepur Intersection
54+435
47
ROB
Birjapur (Mathura)
147+800
15
Flyover
Amarpur Palwal Intersection
58+070
48
ROB
Birjapur (Mathura)
148+080
16
Flyover
Sohna Chowk
60+165
49
Flyover
Gokul Chowk
152+000
17
PUP
Tikribrahaman
63+170
50
PUP
Baad Village
154+500
18
VUP
Atohan
65+200
51
Minor Bridge
Widening
Baad
154+965
19
VUP
Dighot-
Aurangabad
72+500
52
ROB
Baad
156+350
20
VUP
Hatla
77+300
53
Flyover
Mathura
Refinery
157+775
21
VUP
Banchari
83+270
54
ROB
Fatiha
166+300
22
Minor Bridge
Widening
Banchari
84+365
55
VUP
Farah
167+600
23
PUP
School Area,
Hodal
87+875
56
PUP
Bheem
Nagar
170+460
S.No.
Type of
Structure
Location
Chainage
S.No.
Type of
Structure
Location
Chainage
24
Flyover
Hodal Chowk
88+825
57
Minor Bridge
Widening
Farah
171+091
25
PUP
Haryana
Roadways Bus Stand, Hodal
90+625
58
PUP
Churmura-
Siyapura Village
Area
172+990
26
Minor Bridge
Widening
Nandghawan
92+960
59
VUP
Raipura
175+730
27
Flyover
Kosi City
101+300
60
Minor Bridge
Widening
Near BMOS College
179+110
28
ROB
Kosi
103+250
61
VUP
Runaketa
Industrial Area
182+240
29
Minor Bridge
Agra Canal Bridge
104+085
62
Viaduct
1.44 Km
Sikandara
Fort Area
190+660
30
Minor Bridge
Sarah Rajwale
104+480
63
Flyover
Kandhari
Chowk
195+680
31
PUP
School Area, Dautana Village
107+630
64
Flyover
Sultan Ganj
Pulia
198+415
32
VUP
Chatta-
Goverdhan Chowk
112+700
65
Minor Bridge
Sultanganj Ki Pulia
198+552
33
PUP
Nanlagiri
116+500
66
Flyover
Water Works
Chowk
199+800
5. Pre-construction Activities
S.No.
Description of Work
Status of Work
1.
Traverse Survey
Total length of 179.5 km. completed.
2.
Topographic Survey
Total length of 179.5 km. completed.
3.
TBM Checking
Completed.
4.
OGL Recording
Completed
5.
Center line Marking
Completed
7.
Soil Investigation
In Progress
Geo-technical Investigation for structures
Completed except ROBs
Pavement composition survey
Completed.
8.
Tree Cutting
In Progress (Stopped in Haryana)
9.
ROW Pillars Fixing
In Progress
10.
Shifting of Electrical Utilities
Estimates not yet approved except for Agra (Torrent Power). Detail attached in Utilities Status at S.No.16
11.
Shifting of Sewer, Water & Storm Pipeline Utilities
In Progress - Estimates approved for Haryana on 14th August 2013. Detail attached in Utilities Status at S.No.16
Status of Tree Cutting Attached (17 Pages)
SUMMARY TREE CUTTING - HARYANA
SUMMARY TREE CUTTING UTTAR PRADESH
STRIP CHART - TREE CUTTING HARYANA
STRIP CHART - TREE CUTTING UTTAR PRADESH
5A. Camp Mobilization Status
Activity
km 54 camp
km 82 camp
km 107camp
km 170camp
Office
Operational
Operational
Operational
Operational
Internal Road
Completed
Completed
Completed
Completed
Fencing
Completed
Completed
Completed
Completed
P&M office and Work Shop
Operational
Operational
Operational
Operational
QC Lab
Operational
Operational
Operational
Operational
Stores
Operational
Operational
Operational
Operational
Batching Plant
Commissioned
Both plants Operational & under Production
Operational
Commissioned
Hot Mix Plant
Commissioned
Yet to begin
Operational
TTZ permission pending
WMM Plant
Operational
Erection in Progress
Calibration done
Erection completed
Cement Godown
Completed
Completed
Completed
Completed
Weigh Bridge
Operational
Operational
Operational
Operational
Labour Colony
Completed
Operational
Operational
Completed
RO Plant
Operational
Operational
Operational
Operational
6 Progress
1. Financial Progress ( Expended Project Cost)
Description
Amount (Crores)
Total Expended Capital Cost up to April 2014
584.336
Percentage Progress
21.48%
2. Mile Stone
EPC Cost = 2720 Crores
Sl
Mile Stone
Total days
Ending Date
Percentage
Concessionaire proposed for Deferment
To be Expended (Crores)
1
Mile Stone -1
255
27-June-13
10%
25/06/2014
272
2
Mile Stone -2
510
9-Mar-14
35%
07/03/2015
952
3
Mile Stone -3
770
24-Dec-14
70%
22/12/2015
1904
4
Scheduled six laning date
912
15-Apr-15
100%
12/04/2016
2720
2720
3. Physical Progress
AHIGHWAYS MCW
S. No.
Description
Unit
Side
Total Scope
( Km)
Completed
Percentage achieved
1
Clearing & Grubbing
Km
LHS
179.5
36.695
20.44%
RHS
179.5
24.3
13.53%
2
Excavation
Km
LHS
179.5
16.05
8.94%
RHS
179.5
7.41
4.13%
3
Embankment Top
Km
LHS
179.5
20.99
11.69%
RHS
179.5
6.53
3.63%
4
Sub Grade Top
Km
LHS
179.5
8.81
4.90%
RHS
179.5
3.87
2.15%
5
GSB
Km
LHS
179.5
6.83
3.80%
RHS
179.5
3.05
1.69%
6
WMM
Km
LHS
139.74
0.00
0.00%
RHS
165.35
1.22
0.74%
7
DBM - Widening
Km
LHS
139.74
0.00
0.00%
RHS
165.35
0.00
0.00%
8
DBM/ BC - Overlay
Km
LHS
139.74
1.01
0.72 %
RHS
165.35
0.00
0.00%
9
DLC
Km
LHS
39.76
5.63
14.15%
RHS
14.15
0.00
0.00%
10
Rigid Pavement (PQC)
Km
LHS
39.76
0.00
0.00%
RHS
14.15
0.00
0.00%
BHIGHWAYS Service Road
S.No.
Description
Unit
Side
Total Scope
(Km)
Completed
Percentage achieved
1
Clearing & Grubbing
Km
LHS
102.6
3.75
3.65%
RHS
101.56
2.52
2.48%
2
Excavation
Km
LHS
102.6
1.86
1.81%
RHS
101.56
1.54
1.51%
3
Embankment Top
Km
LHS
102.6
1.66
1.61%
RHS
101.56
1.27
1.25%
4
Sub Grade Top
Km
LHS
102.6
1.22
1.18%
RHS
101.56
0.77
0.75%
5
GSB
Km
LHS
102.6
1.10
1.07%
RHS
101.56
0.75
0.73%
6
WMM-1
Km
LHS
102.6
0.88
0.85%
RHS
101.56
0.72
0.70%
7
WMM - 2
Km
LHS
102.6
0.88
0.85%
RHS
101.56
0.52
0.51%
8
DBM
Km
LHS
102.6
0.63
0.61%
RHS
101.56
0.46
0.45%
9
BC
Km
LHS
102.6
0
0.00%
RHS
101.56
0
0.00%
Attached Highway Progress (7 Pages)
STRIP CHART - HIGHWAY PROGRESS (HARYANA)
STRIP CHART - HIGHWAY PROGRESS (HARYANA)
STRIP CHART - HIGHWAY PROGRESS (HARYANA)
STRIP CHART - HIGHWAY PROGRESS (UP)
STRIP CHART - HIGHWAY PROGRESS (UP)
STRIP CHART - HIGHWAY PROGRESS (UP)
STRIP CHART - HIGHWAY PROGRESS (UP)
C
STRUCTURES
Structure
Unit
Total scope
Completed
In Progress
Remarks
Box /Slab/ Pipe Culverts
Nos
203
69
28
-
Minor Bridges (New on SR)
Nos
8
-
-
-
Minor Bridges (Widening on MCW)
Nos
14
-
-
-
Flyovers
Nos
16
-
2
-
VUP
Nos
14
-
1
-
PUP
Nos
10
1
2
-
Overpass
Nos
2
-
-
-
4 Lane Viaduct
Nos
1
-
-
-
Attached Structure Progress (4 Pages)
STRIP CHART FLYOVER PROGRESS
STRIP CHART PUP / VUP PROGRESS
STRIP CHART CULVERTS PROGRESS (HARYANA)
STRIP CHART CULVERTS PROGRESS (UP)
7. DESIGN / DRAWINGS SUBMISSION SCHEDULE
S.No.
Description
Status
Status
( Haryana )
( UP )
1
Road Inventory
Completed
Completed
2
Pavement Condition
Completed
Completed
3
Pavement Investigation
Completed
Completed
4
BBD
Completed
Completed
5
Soil Investigation
Completed
Completed
6
Traverse Validation
Completed
Completed
7
Topographic survey
Completed
Completed
8
Leveling Survey
Completed
Completed
9
Structures Inventory & Condition Survey
Completed
Completed
10
Traffic Surveys
a. Classified Volume Counts (CVC)
Completed
Completed
b. Turning Movement Counts (TMC)
Completed
Completed
c. Origin - Destination & Axle Load
Completed
Completed
11
Analysis of Traffic Surveys
Completed
Completed
8. Drawing Register
Highways:
Sl. No
Description
Unit
Total Scope
Submitted
Balance to be submitted
Remarks
1
Typical Cross Sections
No.
5
5
0
2
MCW Plan & Profile
Km
180
20.5- 32, 44-64, 65-74, 77-160, 190 -200. Total 113 Kms
47
3
SR Plan & Profile
Km
204.14
5.6
198.56
4
Junction Drawings
Km
180
-
180
5
Drainage Drawing
Km
205
110-120
205
6
Road Furniture
Km
180
-
180
7
Miscellaneous drawings
Km
180
-
180
Structures:
Sl. No
Description
Unit
Total Scope
Submitted
Balance to be submitted
Remarks
1
Culverts
No.
203
150
53
2
Minor Bridges
No.
14
7
7
3
VUP
No.
14
13
1
4
PUP
No.
10
9
1
5
Flyover
No.
16
7
9
6
Overpass
No.
2
0
2
7
Viaduct
No.
1
-
1
8
ROB/RUB
No.
8
8
0
9
Miscellaneous Drawings
Km
180
-
180
9. LOGISTICS PLAN
10. Construction Constraints / Critical Issues
1. FOREST CLEARNCE:-
A. HARYANA.
Stage II Clearance letter was received from NHAI office on 16/04/2013. Tree cutting started in the Project corridor on 20th May 2013. 12051 Nos of trees were cut as on 31/3/2014. Tree cutting work is entrusted to Haryana Forest Department Corporation by NHAI. The Tree cutting work was suspended since 13/07/2013 due to some dispute in HFDC. Tree cutting was resumed on 06/09/2013. The Tree cutting work was again suspended since 07/02/2014 in Faridabad & 20/02/2014 in Palwal due to bain on tree cutting National Green Tribune which is not yet resolved. The progress of tree cutting is also very slow. HDFC is not removing the stumps. The Concessionaire is removing the stumps as additional items.
A. UTTAR PRADESH
Stage II Clearance letter was received from NHAI office on 27/08/2013. The letter was addressed to Principal Secretary / Forest Govt. of Uttar Pradesh. UP Govt has given the approval of tree cutting by letter No. 2609/14-2-2012 dated 11 Oct 2013. Tree cutting started in UP Section on 21.12.13 and till 30th April 2014, 3958 Nos of trees are cut. There is dispute between UP Forest Corporation and Forest Department on number of trees and volume. Forest Corporation has returned the lots (containing numbers). The progress of Tree Cutting is very slow. The stumps are not being removed by Forest Corporation. The Concessionaire is removing the stumps as additional work.
2. Taj Trapezium Zone (TTZ):-
The permission of forest clearance within TTZ (Km 115.00 to Km 200.00) in UP is obtained on 13th March 2013 from Honorable Supreme Court.
3. LAND ACQUISTION :-
The status is attached as - Land Acquisition Status in Chapter 24. The following issues are not yet resolved.
i. Without Cheques distribution / Compensation Land lords are not allowing us to work on ground in Haryana and UP.
ii. The compensation of existing buildings has not been paid to the owners causing hindrance to start the work on ground.
iii. The concessionaire have taken up the construction of the VUP at KM 63+180 and Flyover at KM 88+285 but unable to proceed on the LHS. Similar is the case of all the Flyovers, VUP and PUP which are in the habitated area as the compensation of existing building have not been paid to the owners.
iv. Land owners in two villages i.e. Mohammadpur and Lakhanpur in Agra went to Arbitration.
4. UTILITY SHIFTING:-
Electrical lines: - Approved estimates for Haryana and UP section are not yet provided by authority. In-principal approval of estimate of electrical line shifting of Torrent Power along NH-2 from Km 190+700 to Km 200+000 received on 18.9.13.
SEWAGE, DRAINAGE AND WATER SUPPLY LINE: -
HARYANA:-
i. NHAI approved the estimates of Sewer, Water Supply and storm water drain of MCF vide letter No NHAI/CMU/MTR/6-Laning/2013/D-33007 dated 03/08/2013.
ii. NHAI approved the estimates of Sewer, Water Supply and storm water drain of HUDA by letter No. 47072 dated 20.12.2013 of amount Rs.297.175 Lakhs & same is intimated by PD/NHAI dated 26.12.13..
iii. A 10% escalation has been deleted from the estimates prepared / submitted by the Respective Department whereas the estimates were prepared based on the rates of Nov-2011 of the Departments. The concerned department reiterated the validity of 10% escalation. The same has been recommended by IE & forwarded by PD, NHAI to NHAI, HQ. The approval of the same is awaited.
UTTAR PRADESH: - Approved estimates for UP yet to be provided by authority.
In view of the above, the Concessionaire cant take up the construction of major portion of road work and any structure on want of utility shifting which are causing hindrances at site.
5. Approved GAD of ROBs (8 Nos):-
As per condition Precedent of Concession Agreement, approved GADs have not yet been provided by NHAI.
As decided in the meeting dated 26/2/2013 in PD, NHAI office and MOM forwarded on 8th March 2013, the GAD of all the ROBs shall be prepared by Concessionaire under the provision of clause 16 of CA. 3 Lane, One side GAD of 8 ROBs (7 in UP & 1 in HR) are prepared by Concessionaire submitted to IC/NHAI and further submitted to Railway by NHAI. GADs for 7 ROBs of UP section and the cost of structures of Railway portion resubmitted after incorporating the Railway observations. Northern Central Railway Agra Division have asked for providing the vertical clearance of 8.43 m in case of 6 nos ROBs.
NHAI to issue Change of Scope (COS) notice as per clause 16.2.1. The same is awaited.
6. NOC FOR SOOR SARVOR BIRD SANTUARY:-
The Proposal is approved on 1/2/2013 by NATIONAL WILD LIFE BOARD (NBWL) of MoEF.
7. ARCHAEOLOGICAL SURVEY OF INDIA (ASI):-
NOC from ASI (Monument Authority of India) which was essential for Stage II Clearance was received on 05.07.2013.
8. RELOCATION OF RELIGIOUS STRUCTURES :-
There are many religious structures in the project within ROW which need to be relocated or demolished. The relocation or demolition of these structures is yet to commence. The list of structures is attached.
The concessionaire has further submitted the list of priority structures for immediate shifting which are hindrances to construction work.
9. METRO LINE IN FARIDABAD (Km 20.500 to Km 32.600):-
Metro line is progressing very fast within our existing / Proposed ROW between Km 20.500 to Km 32.600 on LHS of the project thus making encumbrances / hindrance to the construction. At a location where Metro line is extended from LHS to RHS the pillars are placed at the median and close to the outer side of both carriageways. The concessionaire has submitted the modified alignment plan of above chainages incorporating the Metro line which warrants change beyond the Scope of Concession Agreement.
The Independent Consultant has agreed In-Principle on the modified alignment with certain observations. The Concessionaire requested for issuing the Change of Scope (COS) notice as per clause 16.2.1 to proceed further. The same is awaited.
11 Issue of Change Of Scope (COS)
1. METRO in Faridabad
Metro line from km. 20.500 [Badarpur] to km. 32.600 [YMCA] is under construction within the existing / proposed ROW for 6 laning. DMRC have encroached the area proposed for 6 laning. The Concessionaire needs to adjust 6 laning by reducing median, shifting centre line, change in alignment, extra height of retaining wall and Additional Barrier in median etc.
All these additional works are beyond the scope of Concessionaire and would require Change of Scope Notice under clause-16.2.1.
The modified alignment is agreed In-Principle by the Independent Engineer. The Concessionaire shall submit the cost implication due to change in alignment & other modifications very shortly.
2. New Construction of ROBs
As per condition precedent under clause 4.2, NHAI has to provide the GADs of ROBs approved from Railways.
The Concession Agreement provides widening of all the ROBs from 4.0 to 4.5m of one lane on either side as per details attached.
As per Railways and NAHI/IE recommendation, the Concessionaire prepared the GADs for New three lane Bridge on one side to the Railways which is beyond the scope of Concession Agreement. The Railways has asked for preparation of GAD with a vertical clearance of 8.43m. The GADs have accordingly been submitted to Railways and are in the process of Approval.
As such, the Concessionaire requested for Change of Scope Notice as per clause-16.2.1 of Concession Agreement.
3. Change in Alignment Due to ASI Monuments
There are 7 Monuments falling within ROW for 6 laning for which the Concessionaire had to change the alignment and take mitigation measures to protect the monuments. A comprehensive plan was submitted to NHAI for taking NOC from Monument Authority of India.
Change in Alignment and other related works are beyond the Scope of Concession Agreement.
The Concessionaire thus request for issue of Change of Scope Notice as per clause 16.2.1.
4. Elevated Structure at Sikandra
As per Concession Agreement a viaduct from km. 190.66 to 192.100 is to be constructed in font of Sikandra Monument, the Tomb of Akbar.
ASI sanctioned permission of 6 laning at grade instead of Elevated Structure. As per Concession Agreement, the elevated structure has additional Toll rates for the Concession Period.
As such the Concessionaire requested for issue of Change of Scope Notice on revenue loss.
5. 6 Laning In Agra between km. 192+300 To 200+000
NHAI informed that No Land Acquisition is proposed in Agra City from km. 192+300 To 200+000 and instructed Concessionaire to submit the proposal under Change of Scope. The concessionaire submitted the modified alignment of Agra City on 30.11.13 The Independence Engineer reviewed the modified alignment and instructed Concessionaire number of proposals. The concessionaire requested for issue of Change of Scope (COS) notice as per clause 16.2.1.
6. Culverts / Minor Bridge Under Approaches of Flyover/VUP
As per Concession Agreement all culverts in the project are to be widened for 6 laning. The culverts / minor bridges falling under the approach of Flyover & VUP require reconstruction which is beyond the Scope of Concession Agreement.
As such the Concessionaire requested for issue of Change of Scope Notice as per clause 16.2.1 of Concession Agreement.
7. Additional Culverts
The Concessionaire found certain Additional culverts on the project highway which are not mentioned in the Concession Agreement. The Independent Engineer was requested for verification at site.
The construction of Additional Culverts is beyond the Scope of Concessionaire and requested for issue of change of scope Notice as per clause 16.2.1 of Concession Agreement.
8. Elevated Structure in Faridabad
NHAI directed Concessionaire to submit the cost implication for providing the Elevated Structure from km. 20.500 to km. 32.600 instead of 5 no of Flyovers in this stretch.
The Concessionaire submitted cost implication of the Elevated Structure which is beyond the scope of Concessionaire.
Decision on the Issue is awaited from NHAI.
9. Conditions in NOC of Wild Life
While granting permission/NOC, the National Wild Life Board under MoEF placed certain condition like construction of 7 ft high wall from km. 179 to km. 183, a thematic entry gate and green belts.
NHAI instructed Concessionaire to take action on the conditions. As construction of above items are beyond the Scope of Concession Agreement, the Concessionaire requests for issue of Change of Scope Notice.
10. Rehabilitation of Existing VUP at KM 103+160
The Independent Engineer /NHAI instructed Concessionaire to take up the Rehabilitation of existing VUP at Km 103+160. As per the Concession Agreement The existing Underpass at Km 103+160 shall be retained and widened to Six Lane.
The Concessionaire requested IE/NHAI to issue Change of Scope Notice for Rehabilitation of in the form of Major Repair of Super Structure under Clause 16.2.1
11. Rehabilitation of Major Bridge at Km 91+900
As per the Concession Agreement existing Major Bridge at Km 91+900 requires only Major Repair
The Concessionaire intimated to Independent Engineer that as per the site condition and specified agencys recommendation it required MAJOR REPAIR & REHABILATION which is beyond the scope of concessionaire.
The concessionaire their requested IE/NHAI for issue of change of scope Notice under Clause 16.2.1.
12. Removal of stumps in HR & UP
Forest Department in HARYANA & UP have entrusted the cutting of trees in project corridor to Haryana Forest Department Corporation & UP Forest Corporation respectively. The Corporation are only cutting the trees and not removing the Stumps / roots. As per the MORTH specifications, the stumps/roots are to be removed by the agency cutting the trees. Moreover the removal of stumps / roots is part of the rate provided by NHAI to Forest Corporation.
As per instruction by NHAI, the Concessionaire has started removal of trees which is beyond the scope of Concession Agreement. The concessionaire requested for issue of change of scope Notice under Clause 16.2.1.
12 Religious Structures & Grave Yard / Burial Grounds:
Sr. No.
Chainage
Location
Village/Area
Description
Offset from paved shoulder
Offset from Center Line
Relocation Status
1
21+550
Nr. NHPC Chowk (RHS)
Meola Mahrajpur
Temple
13m
31.6
No
2
22+000
Nr. Havels Chowk (RHS)
Meola Mahrajpur
Dargah
2m
14.9
No
3
26+600
Nr. Old Faridabad Chowk (RHS)
Daulatabad
Monumental
3m
21.4
No
3A
26+610
Nr. Old Faridabad Chowk (LHS-Additional)
Daulatabad
Hanuman Temple
Extra
26.1
No
4
27+700
Not Available
Ajronda
Temple
5m
No
5
29+000
RHS
Ajronda
Statue
9m
24.75
No
6
30+600
Nr. Bata ROB (RHS)
Mujesar
Temple Shiv structure,
8m
Structure-32.05, Boundary-21.35
No
7
30+900
Nr. Bata ROB (RHS)
Mujesar
Temple
Boundary wall@ 8m
26.15
No
8
32+140
Nr. YMCA Chowk (RHS)
Mujesar
Monumental
4m
15.9
No
8A
32+980
LHS(Additional)
Temple
21.6
No
8B
33+400
LHS(Additional)
Temple
16.4
No
9
34+500
RHS
Ballabhgarh
Monumental
5m
9.35
No
10
34+700
Nr. 100 ft Road (RHS)
Ballabhgarh
Bhairo Temple
0m
9.9
No
11
35+930
Nr. Ballabhgarh ROB (LHS)
Ranhera
Temple
3m
18
No
12
38+510
Nr. Sector 59 PH-2 (RHS)
Jharsaintly
Cemetery
3m
16.5
No
13
39+000
(RHS)
Jharsaintly
Temple
Boundary wall @ 5 m
10.5
No
14
39+480
(RHS)
Kaligaon
Temple Boundary, Temple Structure
1m
15.75, 19.75
No
14A
40+380
LHS(Additional)
Kaligaon
Shamsan Boundary
20.6
No
14B
40+390
RHS(Additional)
Kaligaon
Kabristan Boundary
14.9
No
15
40+400
Nr. Faridabad Bypass (RHS)
Kaligaon/Sikri
Masjid & Cemetery
Boundary wall @ 5m
15.9
No
16
40+700
Nr. Faridabad Bypass - LHS
Kaligaon/Sikri
Temple
Boundary wall @ 2 m
19.2
No
16A
LHS(Additional)
Punchmukhi Hanuman Temple
12.7
No
17
43+300
RHS(Additional)
Sikri/Softa
Dargah
0m
11.7
No
17A
43+400
Shiv Mandir
20.5
No
17B
46+740
LHS(Additional)
Shiv Mandir
24.6
No
18
48+030
Prithla/Baghaula
Temple
2m
16.6
No
19
50+780
RHS(Additional)
Baghaula
Temple (Shiv Mandir)
10m
13.35
No
Sr. No.
Chainage
Location
Village/Area
Description
Offset from paved shoulder
Offset from Center Line
Relocation Status
19A
50+800
Extra (LHS)
Durga Mandir
17.05
No
19B
51+020
Extra (LHS)
Khera
12.8
No
19C
51+200
(LHS)
Baghaula
Temple
16.25
No
20
51+580
Baghaula
Temple
5m
Not Available
No
20A
52+000
Extra (RHS)
Temple Boundary
26
No
21
53+600
(LHS)
Baghaula
Temple
8m
20.9
No
21A
54+440
Extra (RHS)
Hanuman Temple
20.9
No
22
55+500
(RHS)
Palwal
Temple
7m
21.1
No
23
57+970
Amarpur Palwal Intersection (RHS)
Palwal
Temple (Shiv Mandir, Hanuman mandir)
6m
26.3
No
23A
58+090
RHS(Additional)
Palwal
Temple (krishna mandir)
25.7
No
24
58+650
Nr. Palwal Bypass
Palwal
Dargah
1m from Service Road.
25
No
24A
60+930
Extra LHS(Additional)
Palwal
kalka mandir
17.7
No
25
63+220
LHS
Khusrapur
Temple
7m
25.95
No
26
65+000
LHS
Atohan
Hanuman Temple Boundary,Hanuman mandir Structure
9m
24.05, 31.2
No
27
65+800
RHS
Atohan(RHS)
Monumental
4m
15.6
No
28
68+310
Bamnikhera (RHS)
Aurangabad
Temple
3m
16
No
29
68+460
Bamnikhera (RHS)
Aurangabad
Dargah
3m
11.8
No
30
68+500
Bamnikhera
Aurangabad
temple
3m
13.3
No
31
72+260
Nr. Dighot-Aurangabad Road LHS
Aurangabad
Dargah
15m
21.8
No
31A
72+290
Nr. Dighot-Aurangabad Road LHS(Additional)
Aurangabad
Dargah
27.8
No
32
72+300
Nr. Dighot-Aurangabad Road RHS
Aurangabad
Temple
4m
20.1
No
33
72+800
Nr. Dighot-Aurangabad Road RHS
Aurangabad
Temple( Boundary)
4m
21.4
No
34
73+200
RHS
Tumsara
Temple
5m
12.85
No
34A
74+490
Extra RHS(Additional)
Majar (RHS)
23
No
35
74+600
Tumsara
Temple
10m
Not coming in ROW
No
Sr. No.
Chainage
Location
Village/Area
Description
Offset from paved shoulder
Offset from Center Line
Relocation Status
36
77+300
RHS
Masjid
2m
15.5
No
37
79+160
LHS
Temple + Police station
2m
Temple stair- 18.05 Temple structure -21.75
No
38
80+300
RHS
Monumental
3m
19.85
No
39
83+540
RHS
Banchari
Temple
8m
26.95
No
39A
89+380
Extra RHS(Additional)
28.9
No
39B
90+170
Extra LHS(Additional)
Hodal
Majar
20
No
39C
91+960
LHS(Additional)
Police Chauki Nakahodal
Hanuman mandir
27.8
No
1
95+150
Near Border LHS
Dargah
5m
16
No
2
102+300
RHS(Additional)
Kosi
Cremation
4m
13
No
3
103+200
ROB LHS
Kosi
Temple
8m
17
No
4
103+400
ROB LHS(Additional)
Kosi
Temple
8m
17
No
5
104+085
Opp. Agra Canal Minor Bridge RHS
Dargah
10m
19
No
6
104+995
LHS
Kosi
Monumental (Kos Minar)
2m
13
No
7
105+700
RHS
Kosi
Temple
Entrance gate @6m
17
No
8
107+500
RHS
Dautana
Dargah
4m
15
No
9
108+010
Dautana
OLD ST (BROKEN)
NA
No
10
109+850
RHS(Additional)
Chhata
Dargah
2.5m
13.5
No
11
110+000
LHS
Chhata
Temple
20m
31
No
12
111+600
LHS
Chhata
Temple
20m
31
No
13
112+400
RHS(Additional)
Chhata
Temple
18m
30
No
14
112+500
Chhata-Goverdhan Chowk LHS
Chhata
Temple
7m
23
No
15
112+600
Chhata-Goverdhan Chowk LHS
Chhata
Temple
20m
31
No
16
112+700
Chhata-Goverdhan Chowk RHS
Chhata
Temple
12m
23
No
17
113+200
Near Police Chowki LHS
Shergarh, Chata
Monumental (Kos Minar) + Temple
20m
31
No
18
118+800
Nari Samari RHS
Nari Samari
Temple
18m
29
No
Sr. No.
Chainage
Location
Village/Area
Description
Offset from paved shoulder
Offset from Center Line
Relocation Status
19
125+000
LHS
Chomuha
Temple
15m
26
No
20
125+650
LHS
Chomuha
Temple
15m
24
No
21
125+700
LHS
Chomuha
Temple
5m
18
No
22
125+700
RHS
Chomuha
Temple
6m
17
No
23
126+100
LHS
Chomuha
Temple
5m
14
No
24
126+600
RHS(Additional)
Chomuha
Temple
8
19.5
No
25
127+100
RHS
Chomuha
Temple
6m
17
No
26
127+900
LHS
Chomuha
Temple
12m
23
No
27
128+700
RHS
Chomuha
Temple
10m
21
No
28
132+800
LHS
Jait
Temple
16m
27
No
29
137+250
LHS
Chatikara
Temple
10.5m
21.5
No
30
137+400
LHS
Chatikara
Dargah
4m
15
No
31
138+700
LHS
Mathura
Temple
5m
14
No
32
139+800
LHS
Mathura
Temple
5m
22
No
33
141+675
Near ROB LHS
Alwar, Mathura
Temple
20m
31
No
34
144+650
Jaigurudevm Area LHS
Mathura
Temple
4m
23
No
35
145+200
Jaigurudevm Area RHS
Mathura
Jaigurudev Temple
Boundary wall @4m
30
No
36
146+080
Naglachandwan LHS
Mathura
Religious
6m
24
No
37
147+900
ROB RHS(Additional)
Mathura
Temple
11M
21
No
38
148+000
ROB LHS
Mathura
Temple
5m
22
No
39
148+350
ROB LHS
Mathura
Temple
6m
17
No
40
148+500
RHS
Mathura
Temple
10m
30
No
41
149+00
RHS(Additional)
Mathura
Temple
10m
30
No
42
150+200
RHS(Additional)
Mathura
Temple
3m from Service Road
30
No
43
151+000
Indirapuram RHS
Mathura
Temple
2m from Service Road
31.5
No
44
151+960
Gokul Chowk RHS
Mathura
Temple
8m
19
No
45
152+300
RHS(Additional)
Mathura
Temple
11m
22
No
46
152+400
RHS(Additional)
Mathura
Temple
7m
18
No
47
152+500
Shakti Dhaam LHS
Mathura
Temple
10m
20
No
48
153+500
Mathura Refinery LHS
Mathura Refinery
Temple
12m
23
No
49
153+500
Mathura Refinery RHS
Mathura Refinery
Temple
8m
30
No
Sr. No.
Chainage
Location
Village/Area
Description
Offset from paved shoulder
Offset from Center Line
Relocation Status
50
154+300
Mathura Refinery RHS(Additional)
Badh
Dargah
7m
18
No
51
154+500
Mathura Refinery LHS
Badh
Temple - 154+600
8m
27
No
52
155+350
Mathura Refinery RHS
Badh
Temple
8m
19
No
53
157+600
Mathura Refinery LHS
Mathura Refinery
Temple
5m
16
No
54
158+950
Mathura Refinery RHS
Mathura Refinery
Temple
8m
20
No
55
159+000
Mathura Refinery RHS
Mathura Refinery
Temple
8m
19
No
56
159+100
Mathura Refinery RHS
Mathura Refinery
Temple
6m
17
No
57
160+040
Mathura Refinery LHS
Barari
Temple
15
26
No
58
162+100
LHS
Barari
Dargah
3m
14
No
59
163+800
RHS
Barari
Temple
7m
18
No
60
163+800
RHS
Barari
Temple
7m
18
No
61
165+700
LHS(Additional)
Farah
Temple
15m
26
No
62
166+000
RHS
Farah
Temple
10m
19
No
63
167+000
Farah RHS
Farah
Temple
3m
12
No
64
167+090
Farah LHS
Farah
Temple
3m
12
No
65
167+250
Farah LHS
Farah
Temple
3m
12
No
66
167+300
Farah RHS
Farah
Dargah
3m
13
No
67
167+350
Farah RHS
Farah
Temple
2m
19
No
68
167+800
Farah LHS(Additional)
Farah
Temple
13.5m
24.5
No
69
168+400
Farah RHS
Farah
Temple
4m
16
No
70
168+690
Farah LHS
Farah
Temple
4m
15
No
71
171+600
LHS
Farah
Temple
10m
21
No
72
173+200
Repurajat RHS
Repurajat
Temple
3m
14
No
73
173+900
Repurajat LHS(Additional)
Repurajat
Temple
15m
26
No
74
173+900
Repurajat RHS
Repurajat
Temple
7m
18
No
75
174+300
Repurajat LHS
Repurajat
Temple
10m
21
No
76
175+730
Repurajat LHS
Repurajat
Temple
12m
23
No
77
177+150
Keetham LHS
Keetham
Temple
10m
21
No
78
183+600
Runakta LHS
Runakta
Temple
4m
13
No
79
183+700
Runakta RHS
Runakta
Temple
5m
14
No
80
183+880
Runakta LHS(Additional)
Runakta
Dargah
6m
15.5
No
81
183+900
Runakta LHS
Runakta
Temple
6m
15.5
No
82
184+000
Runakta RHS
Runakta
Temple
4m
13
No
83
185+500
Artoni LHS
Artoni
Temple
2m
11.5
No
84
185+500
Artoni LHS
Artoni
Temple
12m
28
No
Sr. No.
Chainage
Location
Village/Area
Description
Offset from paved shoulder
Offset from Center Line
Relocation Status
85
186+900
Artoni LHS
Artoni
Temple
7m
18
No
86
187+200
Artoni LHS
Artoni
Temple
7m
18
No
87
187+800
Artoni LHS
Artoni
Temple
3m
16
No
88
189+800
Sikandra fort area LHS
Agra
Temple
10m
21
No
89
190+900
Sikandra fort area LHS
Agra
Temple
6m
15
No
90
191+100
Sikandra fort area LHS
Agra
Masjid
5m
14
No
91
191+200
Sikandra LHS
Sikandra
Monumental- Akbar tomb
Boundary wall @ 5m
18
No
92
191+250
Sikandra LHS
Sikandra
Mosque
Boundary wall @ 5m
16
No
93
191+600
Sikandra RHS
Sikandra
Temple
3m
12
No
94
192+200
RHS(Additional)
Agra
Temple
11m
19
No
95
192+300
Gurudwara area
Agra
Grave
2m
11
No
96
193+050
Gurudwara area LHS
Agra
Temple
5m
14
No
97
193+200
Gurudwara area LHS
Agra
Monumental structure
Boundary wall @ 8m
17
No
98
193+250
Gurudwara area LHS
Agra
Gurudwara
Boundary wall @ 10m
19
No
99
193+800
Gurudwara area LHS
Agra
Temple
9m
18
No
100
193+810
Gurudwara area LHS(Additional)
Agra
Temple
8m
17
No
101
195+000
Transport Nagar RHS
Agra
Temple
5m
14
No
102
195+700
Devnagar RHS
Agra
Dargah
4m
13
No
103
196+300
RHS(Additional)
Agra
Dargah
11m
20
No
104
196+400
LHS(Additional)
Agra
Temple
7m
16
No
105
196+400
RHS(Additional)
Agra
Temple
11m
20
No
106
196+800
Agra LHS
Agra
Temple
8m
22
No
107
197+230
Agra LHS
Agra
Temple
1m from service road
21
No
108
198+100
Agra RHS
Agra
Temple
0m
9
No
109
198+150
Agra RHS
Agra
Temple
0m
9
No
110
198+300
Agra RHS
Agra
Temple
0m
18.5
No
111
198+450
Agra RHS
Agra
Temple
5m
18
No
112
199+300
Water Works RHS
Agra
Temple
0m
11
No
13. Staff List of Concessionaire
DA Toll Road Pvt. Ltd. (DATR)
DATR (Haryana)
S.No
Name
Designation
1
Rajesh Madaan
Project Director
DATR (Haryana)
1
Sachinder Singh
Project Manager Haryana
2
Vijay Kumar Bairagi
QC In charge
3
Mukhtara Ahmed Ansari
Senior Structure Engineer
4
Neelmani Katdare
Senior Structure Manager
5
Bharat Bhushan Gupta
Senior Highway Engineer
6
Anurag Kumar Singh
Senior Highway Manager
7
Abhijay Prakash
P&M In charge
8
Etheshamul Hasan
Quantity Surveyor (QS)
9
Ankit Aggarwal
Manager Contracts
10
Gopiraj
Manager Safety
11
Kushal Chand Gupta
Liasioning Manager
12
Dipika Medhi
Office Manager
13
Surender Singh
Liasioning Officer
14
Devendra
Land Acquisition Officer
DATR (UP)
S.No
Name
Designation
1
Jitendra Kumar Singh
Project Manager, UP
2
Virender Singh
Highway Engineer
3
Suman Shekhar
Structure Engineer
4
Dinesh Kumar Patel
Highway Engineer
5
Raj Kumar
Quantity Surveyor (QS)
6
Nagaraj
Survey Engineer
7
Rakesh Kumar Mishra
Lab Technician
8
Akash
Lab Technician
9
Govind Tiwari
Liasioning Manager
14. Mobilization Status of Plant & Machinery
Resource
Capacity / Make
Available in Nos.
Hot Mix Plant
120 / 200 TPH
2
Crusher Plant
200 TPH
3
Weigh Bridge
50 / 80 MT
12
WMM Plant
100/60TPH
4
Concrete Batching Plant
30cum / 60cum
5
Concrete Batching Plant
110cum
1
Crane
15 MT
6
Crane
45T
1
Loader with Backhoe
JCB / Equivalent
13
Water tanker
Ashok Leyland or equivalent - 6 / 12 KL
11
DG
725 Kva
2
DG
625 Kva
1
DG
500 Kva
5
DG
350Kva
3
DG
180/250 Kva
4
DG
125 Kva
3
DG
62.5 Kva
7
DG
30/35 Kva
1
DG
10/15 Kva
7
DG
5 Kva
5
Electric welding Rectifier/Generator
7
Diesel Welding Generator
4
Mini Roller
2/4 MT
2
Cement Feeding Pump
18/25 T/hr
5
Cement Silo
200Ton/100Ton
10
Asphalt cutting Machine
3
Bar cutting Machine
12
Bar Bending Machine
15
AIR COMPRESSOR
500 CFM
2
Grouting Pump
1
Diesel Vibrator
14
Screed Vibrator
4
PQC Roughness Machine
2
Trailer
Semi Low / Low bed - 40' / 60'
5
Motor Grader
10' / 12' Length
11
Resource
Capacity / Make
Available in Nos.
Slip Form Paver
1
Texture Curing Machine
1
Tractor with Trolly/compressor
12
Excavator Breaker
3
Soil Compactor (Vibromax)
11 MT
11
Tandem Roller
4
Wheel Loader
7
Excavator
14
Drilling Machine
3
Tippers/Dumper
25MT
54
Piling Rig
1
Gantry Crane
40 MT
4
MiniTruck
4
Transit Mixer
6 cum
8
Bitumen Sprayer
4 KL
3
Sensor Paver
Bitelli / Vogele
4
Dewatering Pump
9
Boom Placer with pump
90 cum/hr - 32m
1
Pneumatic Tyre Roller
3
15. Force Majeure Event
N/A
16. UTILITY SHIFTING STATUS
1 Electrical Lines Shifting Status
The approval of estimates of electrical lines in Haryana and Uttar Pradesh is yet to be accorded by NHAI. In-principal approval of estimate of electrical line shifting of Torrent Power along NH-2 from Km 190+700 to Km 200+000 was communicated vide letter No NHAI/CMU/MTR/Six laning/2013/D-33322 dated 18/09/2013.
2 Sewage, Drainage and Water Line shifting
Estimates of Utilities lines are approved for Haryana whereas for Uttar Pradesh it is yet to be accorded by NHAI
SATUS ATTACHED (2 PAGES)
UTILITY SHIFTING STATUS - ELETRICAL
UTILITY SHIFTING STATUS SEWAGE, DRAINAGE & WATER LINE
LHSRHS
During the
Month
Cummulative
(Nos.)
Length (m)Length (m)
Length
(m)
Cummulative
(m)
1May-13 671 671 9004301330 1330
2Jun-13 1515 2186 381051909000 10330
3Upto 13 July 2013 248 2434 320031306330 16660
4
1st August to 6
September 2013
NIL 2434 00016660
5Sep-13 690 3124 399003990 20650
6Oct-13 1396 4520 4290704360 25010
7Nov-13 1710 6230 272014104130 29140
8Dec-13 3599 9829 4530698011510 40650
9Jan-14 1784 11613 211058607970 48620
10Feb-14 438 12051 11809902170 50790
TreeCuttingsuspendedsince
07/02/2014 inFaridabad&
20/02/2014 in Palwal
10Mar-14 012051 00050790No Tree cut in March 14
10Apr-14 012051 00050790No Tree cut in April 14
Trees to be cut - 25079 Nos Tree Cutting Started on 20th May 2013
S.No
Month wise Summary of Tree Cutting Progress in Haryana Section of NH-2
No. of Trees Cut Total Length (LHS+RHS)
RemarksMonth
17. MAINTENANCE ACTIVITIES
Potholes repair & crack sealing is in progress with 41.69 km done in Haryana & 25.45 km in UP section
Median plantation trimming work is in progress.
Zebra crossing painting has been done at km 32+100, 27+000, & 21+700.
Grass Cutting, Shy strip, Delineator cleaning, cat eyes fixing, work is in progress.
Road cleaning/Garbage cleaning has been done in 3.8 km in Haryana & 5.53 in UP section..
Repair & Rehabilitation work for VUP at km 103+600 LHS has been carried out.
S.No.
Activity
UoM
Haryana
UP
For March 2014
1
Median Maintenance
Km
42.15
65.43
2
Shoulder Maintenance
Km
9.1
0
3
Longitudinal Drain Cleaning
Km
3.8
5.53
4
Watering in Median
Km
74
106
18. ACCIDENT / INCIDENT DATA
ACCIDENT DATA HARYANA
ACCIDENT DATA HARYANA
ACCIDENT DATA UP
INCIDENT MANAGEMENT - HARYANA
INCIDENT MANAGEMENT UP
ACCIDENT SUMMARY
19. MONTHLY FEE STATEMENT
Palwal Toll Plaza
No. of
vehicles
Fee collected
(in Lacs)
No. of
vehicles
Fee collected
(in Rs)
Fee Per vehicle
(in Rs.)
No. of
vehicles
Fee collected (in
Rs)
(2)(3)(4)(5)(6)(7)(8)
84425717612590719226472980
669878373375130607947903220
15763388402251556350100
12765293038790
225423043170140207752908500
7285145700021567971461355
188046047301989870
206865792080295215686362560
11596487032044591964092220
16149840991531307365
45995202378004654740322042395
3097204402070037162601200
34407015545346635
30160505701810260
0085000
001892500
GTotal314117463.8326425753625915 24380154657450
300.14975
42.35
99.0540936
48955186.64
F
Oversized
vehicle
C
Truck/
Bus
D
Multi-axle
Truck
A Car
For corresponding
month of previous Year
(Apr 2013)
BLCV
135.64188726
35470
For preceding month
(Mar-2013)
For the month reported upon (Apr 2014)
Type of
Vehicle
(1)
Mathura Toll Plaza
No. of vehicles
Fee collected
(in Lacs)
No. of
vehicles
Fee collected
(in Rs)
Fee Per
vehicle (in
Rs.)
No. of
vehicles
Fee collected
(in Rs)
(2)(3)(4)(5)(6)(7)(8)
103469107.0362184528564090515404638600
595517443875130540527026760
13752956252251260283500
25530293038790
Tata Magic 38133000 2173500
3901659.68257723479220140248543479560
116622332400215105372265455
125364047301361490
47282150.23328829206960295315189297810
138075798940445113765062320
17159205991522218130
83860367.2793011409248404658942041580300
5258347028070039582770600
22938015545462180
18030160505703519950
00.0085000.00
00.001892500.00
GTotal273645684.3130560378634585 27861376848945
For preceding month
(Mar-2013)
For the month reported upon (Apr 2014)
Type of Vehicle
(1)
A
Car
For corresponding month of
previous Year (Apr 2013)
BLCV
F
Oversized
vehicle
C
Truck/
Bus
D
Multi-axle
Truck
Palwal & Mathura Toll Plaza
No. of
vehicles
Fee collected (in
Lac)
No. of
vehicles
Fee collected
(in Rs)
Fee Per vehicle
(in Rs.)
No. of
vehicles
Fee collected
(in Rs)
(2)(3)(4)(5)(6)(7)(8)
146609124617659012346211111580
1265381581725013011484614929980
29516344652252816633600
382952930617580
Tata Magic 38133000 2173500
483146522390140456296388060
189473789400215173343726810
30134100473032151360
53568149990402955308615660370
2540310669260445205729154540
33309045991553525495
1390066116264046513682363622695
8355551430070076745371800
573450155457108815
60321005705330210
0085000
001892500
GTotal5877621148.14569860132260500 522414131506395
480.25
88218249.28
132815553.91
(1)
F
Oversized
vehicle
A
Car
C
Truck/
Bus
D
Multi-axle
Truck
BLCV
292195
74486
242.67
102.03
For preceding month
(Mar-2013)
For the month reported upon (Apr 2014)
Type of
Vehicle
For corresponding month of
previous Year (Apr 2013)
20. MONTHLY TRAFFIC CENSUS
(Palwal Plaza)
TRAFFIC CENSUS - APRIL 2014
Project Highway: Delhi-Agra (Palwal Plaza)
Shift
Type of Vehicle
No of Vehicles using the Project Highway during
First Week
Second Week
Third Week
Fourth Week
Fifth Week
(Apr. 1 to 7)
(Apr. 8 to 14)
(Apr. 15 to 21)
(Apr. 22 to 28)
(Apr. 29 to 30)
A
Fee Paying Traffic
A1
CAR
35770
55244
47029
40273
8666
A2
LCV
7890
7623
8298
7818
2275
A3
BUS/TRUCK
9411
9392
9613
8889
2389
A4
MAV
13034
12635
12486
12566
3796
A5
HCM/EME
0
2
9
6
1
TOTAL (A)
66105
84896
77435
69552
17127
B
Local Users / Monthly Pass
B1
CAR
3097
4095
5530
5984
1640
B2
LCV
231
177
273
261
55
B3
BUS/TRUCK
361
380
378
241
62
B4
MAV
97
71
81
180
30
B5
HCM/EME
0
0
0
0
0
TOTAL (B)
3786
4723
6262
6666
1787
C
Exempted Vehicles
C1
Auto
133
87
203
199
38
C2
Tractor
3149
3112
2698
3182
816
C3
CAR
2696
3576
3568
3287
707
C4
LCV
329
300
222
236
65
C5
BUS/TRUCK
235
171
118
180
36
C6
MAV
64
37
41
32
24
C7
HCM/EME
0
0
0
0
0
TOTAL (C)
6606
7283
6850
7116
1686
D
Violations
D1
CAR
13504
11515
12892
11246
3393
D2
LCV
1007
891
1079
1097
390
D3
BUS/TRUCK
941
837
733
761
213
D4
MAV
2239
1988
2374
2132
583
D5
HCM/EME
0
0
0
0
0
TOTAL (D)
17691
15231
17078
15236
4579
E
Total Traffic (A+B+C+D)
E1
Auto
133
87
203
199
38
E2
Tractor
3149
3112
2698
3182
816
E3
CAR
55067
74430
69019
60790
14406
E4
LCV
9457
8991
9872
9412
2785
E5
BUS/TRUCK
10948
10780
10842
10071
2700
E6
MAV
15434
14731
14982
14910
4433
E7
HCM/EME
0
2
9
6
1
GRAND TOTAL
94188
112133
107625
98570
25179
TRAFFIC CENSUS (Mathura Plaza)
TRAFFIC CENSUS - APRIL 2014
Project Highway: Delhi-Agra (Mathura Plaza)
Shift
Type of Vehicle
No of Vehicles using the Project Highway during
First Week
Second Week
Third Week
Fourth Week
Fifth Week
(Apr. 1 to 7)
(Apr. 8 to 14)
(Apr. 15 to 21)
(Apr. 22 to 28)
(Apr. 29 to 30)
A
Fee Paying Traffic
A1
CAR
32745
40381
40941
33064
8795
A2
LCV
10761
10437
11094
9985
3242
A3
BUS/TRUCK
12730
12372
13027
12181
3699
A4
MAV
22827
23350
22351
21991
6539
A5
HCM/EME
6
11
10
8
0
TOTAL (A)
79069
86551
87423
77229
22275
B
Local Users (Monthly Pass)
B1
CAR
1808
3985
4507
4204
1433
B2
LCV
89
139
169
144
55
B3
BUS/TRUCK
59
245
244
185
62
B4
MAV
23
62
53
55
17
B5
HCM/EME
0
0
0
0
0
TOTAL (B)
1979
4431
4973
4588
1567
C
Exempted Vehicles
C1
Auto
409
337
314
363
79
C2
Tractor
1343
1290
1382
1375
498
C3
CAR
2805
3119
3522
3111
749
C4
LCV
222
180
168
213
39
C5
BUS/TRUCK
191
176
183
345
48
C6
MAV
176
128
122
111
37
C7
HCM/EME
0
0
1
0
0
TOTAL (C)
5146
5230
5692
5518
1450
D
Violations
D1
CAR
7060
4432
5085
4001
1260
D2
LCV
183
75
119
77
19
D3
BUS/TRUCK
269
193
214
184
43
D4
MAV
115
133
106
92
27
D5
HCM/EME
0
0
0
0
0
TOTAL (D)
7627
4833
5524
4354
1349
E
Total Traffic (A+B+C+D)
E1
Auto
409
337
314
363
79
E2
Tractor
1343
1290
1382
1375
498
E3
CAR
44418
51917
54055
44380
12237
E4
LCV
11255
10831
11550
10419
3355
E5
BUS/TRUCK
13249
12986
13668
12895
3852
E6
MAV
23141
23673
22632
22249
6620
E7
HCM/EME
6
11
11
8
0
GRAND TOTAL
93821
101045
103612
91689
26641
TRAFFIC CENSUS (Palwal & Mathura Plaza)
TRAFFIC CENSUS - APRIL 2014
Project Highway: Delhi-Agra (Palwal & Mathura Plaza)
Shift
Type of Vehicle
No of Vehicles using the Project Highway during
First Week
Second Week
Third Week
Fourth Week
Fifth Week
(Apr. 1 to 7)
(Apr. 8 to 14)
(Apr. 15 to 21)
(Apr. 22 to 28)
(Apr. 29 to 30)
A
Fee Paying Traffic
A1
CAR
68515
95625
87970
73337
17461
A2
LCV
18651
18060
19392
17803
5517
A3
BUS/TRUCK
22141
21764
22640
21070
6088
A4
MAV
35861
35985
34837
34557
10335
A5
HCM/EME
6
13
19
14
1
TOTAL (A)
145174
171447
164858
146781
39402
B
Local Users (Monthly Pass)
B1
CAR
4905
8080
10037
10188
3073
B2
LCV
320
316
442
405
110
B3
BUS/TRUCK
420
625
622
426
124
B4
MAV
120
133
134
235
47
B5
HCM/EME
0
0
0
0
0
TOTAL (B)
5765
9154
11235
11254
3354
C
Exempted Vehicles
C1
Auto
542
424
517
562
117
C2
Tractor
4492
4402
4080
4557
1314
C3
CAR
5501
6695
7090
6398
1456
C4
LCV
551
480
390
449
104
C5
BUS/TRUCK
426
347
301
525
84
C6
MAV
240
165
163
143
61
C7
HCM/EME
0
0
1
0
0
TOTAL (C)
11752
12513
12542
12634
3136
D
Violations
D1
CAR
20564
15947
17977
15247
4653
D2
LCV
1190
966
1198
1174
409
D3
BUS/TRUCK
1210
1030
947
945
256
D4
MAV
2354
2121
2480
2224
610
D5
HCM/EME
0
0
0
0
0
TOTAL (D)
25318
20064
22602
19590
5928
E
Total Traffic (A+B+C+D)
E1
Auto
542
424
517
562
117
E2
Tractor
4492
4402
4080
4557
1314
E3
CAR
99485
126347
123074
105170
26643
E4
LCV
20712
19822
21422
19831
6140
E5
BUS/TRUCK
24197
23766
24510
22966
6552
E6
MAV
38575
38404
37614
37159
11053
E7
HCM/EME
6
13
20
14
1
GRAND TOTAL
188009
213178
211237
190259
51820
21. QUALITY CONTROL TESTS
Haryana
UTTAR PRADESH
LAB EQUIPMENT LIST
SOIL TESTING EQUIPMENT
HAR
UP
DARP
SL NO.
ITEM DESCRIPTION
1
LIQUID LIMIT DEVICE , HO WITH CASAGRANDE GROOVING TOOL
2
2
4
2
SOIL CONE PENETROMETER(LIQUID LIMIT DEVICE)
2
2
4
3
MOULD , 100MM DIA *127.3 MM HEIGHT 1000 ML VOLUME , COMPLETE WITH COLLAR & BASE PLATE,
4
6
10
4
MADE OF GUN METAL & RAMMER 2.6 K G * 310 MM FALL
3
2
5
5
MADE OF GUN METAL & RAMMER 4.9 KG * 450 MM FALL
6
4
10
6
COMPACTION MOULD 150 MM ID, 127.3 MM HEIGHT 2250 ML VOLUME, COMPLETE WITH COLLAR &BASE PLATE,
6
4
10
7
SAND POURING CYLINDER APPARTUS , 200 MM, IS 2720 (PART XXVII)
9
6
15
8
100 MM DIA SAND POURING CYLINDER WITH CUTTING TRAY
9
4
13
9
LABORATORY CALIFORNIA BEARING RATIO TEST APPARTUS , MOTORIZED (3 SPEED)
2
2
4
10
DIAL GAUGE SIZE 01X 25 MM TRAVEL
6
5
11
11
HOT PLATE , 200 MM DIA , 2000 WATTS
4
6
10
12
CORE CUTTER COMPLETE WITH DOLLY&RAMMER IS;2720 (PART__XXIV) 1975 (REAFFIMED IN 1988)
1
1
2
13
SPECIFIC GRAVITY BOTTLE, CAP : 50 ML
2
0
2
14
SPECIFIC GRAVITY BOTTLE, CAP : 25 ML
2
0
2
15
SODIUM HEXAMETAPHOSPHATE( PACK OF 500 GM)
5
5
10
16
NUCLEAR DENSITY GAUGE
3
2
5
17
FILTER PAPER , 150 MM DIA ( PACK OF 100)
6
10
16
18
MOULD - GUN METAL , 150 MM ID*175 MM H COMPLETE WITH PERFORATED BASE PLATE AND ENTENSION COLLARR
105
68
173
18
GLASS HYDROMETER RANGE - .995 -1.030
1
2
3
19
GLASS HYDROMETER RANGE - .9 -1.0
1
1
2
20
GLASS HYDROMETER RANGE - 1.0-1.5
1
1
2
SL NO.
ITEM DESCRIPTION
HAR
UP
DARP
21
GLASS HYDROMETER RANGE - 1.0-1.2
21
GLASS HYDROMETER RANGE - 1.0-1.1
1
1
2
22
GLASS HYDROMETER RANGE - 1.1-1.2
1
1
2
23
GLASS HYDROMETER RANGE - 1.2-1.3
1
1
2
24
SAMPLING TINS WITH LIDS 75MM. DIA. X 50MM. HT.
45
25
70
25
SAMPLING TINS WITH LIDS 100MM. DIA. X 50MM. HT.
80
49
129
26
SAMPLING TINS WITH LIDS 50MM. DIA. X 25MM HT.
200
116
316
27
METAL TRIPOD FOR DIAL GAUGE..
3
5
8
28
CIRCULAR METAL SPACER DISC, 148MM. DIAL. X 47.7MM. HIGH WITH DETACHABLE HANDLE.
4
4
8
29
PERFORATED PLATE, 148MM. DIAL. WITH ADJUSTABLE STEM AND LOCK NUT.
58
45
103
30
SPEEDY OR RAPID MOISTURE METER, 0-25% ON WET WEIGHT BASIS AS PER IS:2720 (PART-II)
13
10
23
31
INFRA-RED MOISTURE BALANCE WITH QUARTZ HALOGEN HEATING SYSTEM, WITH AN ACCURACY OF 0.2%. SALE: 0-100%, ACCURACY: 0.2% (DIRECT READING) CAP.: 5GM
1
1
2
32
DIRECT SHEAR TESTING MACHINE
0
1
1
AGGREGATE
HAR
UP
DARP
SL NO.
ITEM DESCRIPTION
1
THICKNESS (FLAKINESS) GAUGE, ISI MARK, IS:2386 (PART I).
3
2
5
2
LENGTH (ELONGATION) GAUGE, ISI MARK. IS:2386 (PART I).
3
2
5
3
FLAKINESS & ELONGATION GUAGE AS PER ASTM-D 4791-99
1
0
1
4
AGGREGATE IMPACT VALUE APPARATUS IS: 2386 (IV) WITH AUTOMATIC BLOW COUNTER
4
2
6
5
AGGREGATE CRUSHING VALUE APPARATUS
2
1
3
6
RIFFLE SAMPLE DIVIDER, 25MM SLOT WIDTH, 16 SLOTS AND APPROX. 4.4DM3 CAPACITY
3
2
5
7
PYCKNOMETER BOTTLE FOR SPECIFIC GRAVITY
3
5
8
8
SPECIFIC GRAVITY BALANCE / BUOYANCY BALANCE COMPLETE WITH DIGITAL TOP PAN BALANCE OF CAP.: 30KG X 1GM. WITH BOTTOM HOOK FOR HANGING ARRANGEMENT FOR MEASURING SPECIFIC GRAVITY OF CUBE MOULD & MARSHALL MOULDS COMPLETE WITH HEAVY DUTY STAND WITH ARRANGEMENT FOR LIFTING WATER TANK. COMPLETE WITH WATER TANK, HANGER & WIRE BAKSET OF 4.75MM
1
1
2
9
SAND ABSORPTION CONE & TAMPER
3
2
5
10
LOS ANGLES ABRASION TESTING MACHINE, IS:2386 (PART IV), ASTM C 131, A ASH T96.
1
1
2
11
RIFFLE SAMPLE DIVIDER, 42.5MMWITH 8 SLOTS WITH TWO PANS AND SCOOP
2
1
3
IS SEIVES
HAR
UP
Total
SL NO.
ITEM DESCRIPTION
1
SIEVE G.I. FRAME 45cm DIA X 125MM
1
1
2
2
SIEVE G.I. FRAME 45cm DIA X 53MM
1
2
3
3
SIEVE G.I. FRAME 45cm DIA X 45MM
1
2
3
4
SIEVE G.I. FRAME 30cm DIA X 100MM
1
0
1
5
SIEVE G.I. FRAME 30cm DIA X 75MM
4
1
5
6
SIEVE G.I. FRAME 30cm DIA X 63MM
3
2
5
7
SIEVE G.I. FRAME 30cm DIA X 53MM
2
1
3
8
SIEVE G.I. FRAME 30cm DIA X 50MM
1
1
2
9
SIEVE G.I. FRAME 30cm DIA X 45MM
2
1
3
10
SIEVE G.I. FRAME 30cm DIA X 40MM
5
6
11
11
SIEVE G.I. FRAME 30cm DIA X 37.5MM
7
4
11
12
SIEVE G.I. FRAME 30cm DIA X 31.5MM
3
3
6
13
SIEVE G.I. FRAME 30cm DIA X 28MM
1
1
2
14
SIEVE G.I. FRAME 30cm DIA X 26.5MM
6
4
10
15
SIEVE G.I. FRAME 30cm DIA X 25MM
4
2
6
16
SIEVE G.I. FRAME 30cm DIA X 22.4MM
4
3
7
17
SIEVE G.I. FRAME 30cm DIA X 20MM
8
4
12
18
SIEVE G.I. FRAME 30cm DIA X 19MM
9
5
14
19
SIEVE G.I. FRAME 30cm DIA X 16MM
6
4
10
20
SIEVE G.I. FRAME 30cm DIA X 14MM
5
0
5
21
SIEVE G.I. FRAME 30cm DIA X 13.2MM
8
5
13
22
SIEVE G.I. FRAME 30cm DIA X 12.5MM
9
9
18
23
SIEVE G.I. FRAME 30cm DIA X 11.2MM
2
2
4
24
SIEVE G.I. FRAME 30cm DIA X 10MM
9
6
15
25
SIEVE G.I. FRAME 30cm DIA X 9.5MM
8
6
14
26
SIEVE G.I. FRAME 30cm DIA X 8MM
3
0
3
27
SIEVE G.I. FRAME 30cm DIA X 6.7MM
1
3
4
28
SIEVE G.I. FRAME 30cm DIA X 6.3MM
1
2
3
SL NO.
ITEM DESCRIPTION
HAR
UP
Total
29
SIEVE G.I. FRAME 30cm DIA X 4.75MM
30
SIEVE G.I. FRAME 30cm DIA X 2.36MM
5
2
7
31
SIEVE G.I. FRAME 30cm DIA X 1.4MM
1
0
1
32
PAN AND COVER FOR 30CM DIA SIEVES
4
4
8
33
SIEVE BRASS/GI FRAME 20CM DIA X 13.2MM
0
4
4
34
SIEVE BRASS FRAME 20CM DIA X 12.5MM
0
3
3
35
SIEVE BRASS FRAME 20CM DIA X 10MM
1
5
6
36
SIEVE BRASS FRAME 20CM DIA X 9.5MM
0
2
2
37
SIEVE BRASS FRAME 20CM DIA X 5.6MM
1
3
4
38
SIEVE BRASS FRAME 20CM DIA X 4.75MM
5
6
11
39
SIEVE BRASS FRAME 20CM DIA X 3.35MM
1
1
2
40
SIEVE BRASS FRAME 20CM DIA X 2.8MM
1
1
2
41
SIEVE BRASS FRAME 20CM DIA X 2.36MM
6
6
12
42
SIEVE BRASS FRAME 20CM DIA X 2.00MM
2
2
4
43
SIEVE BRASS FRAME 20CM DIA X 1.70MM
1
1
2
44
SIEVE BRASS FRAME 20CM DIA X 1.4MM
1
1
2
45
SIEVE BRASS FRAME 20CM DIA X 1.18MM
4
4
8
46
SIEVE BRASS FRAME 20CM DIA X 1.00MM
4
6
10
47
SIEVE BRASS FRAME 20CM DIA X 850 MICRONS
1
1
2
48
SIEVE BRASS FRAME 20CM DIA X 710 MICRONS
1
1
2
49
SIEVE BRASS FRAME 20CM DIA X 600 MICRONS
6
8
14
50
SIEVE BRASS FRAME 20CM DIA X 425 MICRONS
5
8
13
51
SIEVE BRASS FRAME 20CM DIA X355 MICRONS
1
1
2
52
SIEVE BRASS FRAME 20CM DIA X 300 MICRONS
4
4
8
53
SIEVE BRASS FRAME 20CM DIA X 212 MICRONS
1
2
3
54
SIEVE BRASS FRAME 20CM DIA X 180 MICRONS
2
3
5
55
SIEVE BRASS FRAME 20CM DIA X 150 MICRONS
5
4
9
56
SIEVE BRASS FRAME 20CM DIA X 90 MICRONS
2
3
5
57
SIEVE BRASS FRAME 20CM DIA X 75 MICRONS
6
9
15
58
PAN AND COVER FOR 20CM DIA SIEVES
5
5
10
CONCRETE TESTING EQUIPMENT
HAR
UP
DARP
SL .NO
ITEM DESCRIPTION
1
COMPRESSION TESTING MACHINE 2000 KN CAPACITY
2
1
3
2
COMPRESSION TESTING MACHINE 3000 KN CAPACITY
1
3
MOULD CAST IRON FOR 150 MM .CUBE ISI MARK , IS :10086
305
231
536
4
SLUMP TEST APPARTUS COMPLETE WITH TAMPING ROD , IS : 7320
10
10
20
5
POCKET CONCRETE PENETROMETER
2
1
3
6
AIR ENTRAINMENT METER COMPLETE WITH .005/M3 CAPACITY FOR MAXIMUM SIZE AGGREGATE 38 MM(IS 1199)
1
1
2
7
BEAM MOULD 150MM *150MM*750MM
100
60
160
8
CAPPING COMPOUND , PACK OF 5 KG FOR CAPPING THE ENDS OF THE CONCRETE TEST CYLINDER
5
0
5
9
HOT AIR OVEN 100CmX80CmX70 Cm
7
3
10
10
MEASURING CYLINDER PVC 250 ML
3
2
5
11
MEASURING CYLINDER PVC500ML
3
2
5
12
MEASURING CYLINDER PVC 1000 ML
3
1
4
13
ELECTRONIC BALANCE 50 KG CAPTY ACCURATE 5 GM
1
2
3
14
ELECTRONIC BALANCE 60 KG CAPTY ACCURATE 5 GM
6
2
8
15
ELECTRONIC BALANCE 600 G CAPTY ACCURATE 0.01 GM
2
2
4
16
ELECTRONIC BALANCE 30 KG CAPTY ACCURATE 1 GM
3
2
5
17
ELECTRONIC BALANCE 15 KG CAPTY ACCURATE .1 GM
1
0
1
18
ELECTRONIC BALANCE 20 KG CAPTY ACCURATE .1 GM
3
2
5
19
ELECTRONIC BALANCE 6 KG CAPTY ACCURATE 0.1 GM
0
1
1
20
BULK DENSITY CONTAINER 3 LITERS CAPTY
2
2
4
21
BULK DENSITY CONTAINER 15 LITERS CAPTY
2
2
4