ConcessionaireDetails/MPR Sep 2014

(Ministry of Shipping, Road Transport & Highways)
"Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the
State of Rajasthan under NHDP phase III on DBFOT"
1
MONTHLY PROGRESS REPORT
SEPTEMBER – 2014
Concessionaire
: M/s. IRB Jaipur Deoli Toll Way Pvt. Limited
Independent
Engineer
: M/s. Aarvee Associates
EPC Contractor
: M/s. IRB Infrastructure Developers Ltd
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan
under NHDP phase III on DBFOT
Location Map
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on DBFOT
Executive Summary
1.1.
General
The Government of India has entrusted to the National Highways Authority of India (NHAI), under Ministry of Shipping, Road Transport
and Highway (MOSRT&H) for the development of highways under National Highways Development Projects (NHDP). The projects
contemplate enhancing the traffic capacity and safety on a few of the selected heavily trafficked high density stretches/ corridors of National
Highways for efficient transshipment of goods as well as passenger traffic.
The Project Road is a Section of National Highway No. 12, starting at Jaipur in the State of Rajasthan and traversing through the States of
Rajasthan and Madhya Pradesh. Total length of NH-12 is about 915 km with stretches lying in various states as under:
·
Rajasthan
- 416 km
·
Madhyapradesh
-
499 km
Important cities and towns’ enroute are Jaipur, Tonk, Deoli, Bundi, Kota, Bhopal and Jabalpur. In the state of Rajasthan, NH-12 passes
through the districts of Jaipur, Tonk and Bhilwara.
The Project Corridor under consideration falls under NHDP Phase-III B programme of 4/6 laning, to be undertaken on Design, Build,
Finance, Operate and Transfer (DBFOT) basis.
The Project consists of Design, Build, Finance, Operate and Transfer of National Highway. The Development of Project consists of Four
Laning of Jaipur – Deoli Section of NH-12 from Km 18+700 to Km 165+000 in the State of Rajasthan.
1.2. Project Location
The Project Road starts short of Jaipur at Km 18/700 and end at 165/000.
The Highway is joined and/or intersected by a number of State Highways, Major District Roads (MDR) and other District Roads (ODR). JaipurSwaimadhaopur railway line crosses the Project road at two places.
The length of Highway is 148.970 Km.
1.3.
Area Terrains and Geology
The Project road mainly lies in plain terrain. There is only one major bridge on Banas River with various minor and major structures across
distributaries and drains.
The road lies in Seismic Zone II.
1.4.
Climates and Environment
Mean maximum temperature of region is 35oC but maximum temperature reaches above 45oC. Summers are extremely hot with shining sun
on the head whereas winters are comparatively cool. However, the nights in winters are bitterly cold. The months of July, August and
September are considered rainy season. Average annual rainfall is 556 mm. Cold season prevails from middle of October to March. Mean
minimum temperature is 13.5oC but temperature may go down to 5.0 oC.
1.5.
Existing Right of Way
The existing right-of-way (ROW) of the Project road varies widely and ranges between 18m in congested built-up areas to 60 m in open.
Generally it is 30 m to 60 m.
1.6.
Structures
Inventory
There are existing total of 01 Major Bridge on River Banas, 26 Minor Bridges, 60 Slab / Box culverts, and 64 Hume Pipe Culverts on the
project road.
General Condition of Bridges
The existing minor bridge structure are of RCC solid slab type except bridge no.124/1, 146/1 and 149/1, which are of RCC T-Beam type.
The Major Bridge is of PSC girder with open, well foundations.The condition of wearing coat, expansion joint, bearings, railings of most of
the structures is generally poor.
Toll Plaza
There is 01 no. of Toll Plaza at Km 89.950 for existing major bridge at Banas River.
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under
NHDP phase III on DBFOT
Salient Features of the Project
Sr.
No.
Particulars
Description
1
Name of Project
Design, Engineering, Finance, Construction, Operation and
Maintenance of Jaipur to Deoli section of NH-12 from Km
18.700 to Km 165.000 (Length Km 148.770) in the state of
Rajasthan under NHDP phase – III B on DBFOT basis.
2
Total Length of Project
148.770 Km
3
Contract / Phase
NHDP phase -III.
4
Client / Authority
National Highways Authority of India.
(Ministry of Shipping, Road Transport & Highways).
5
Independent Engineer
M/s, Aarvee Associates
6
Concessionaire
M/s, IRB Jaipur - Deoli Tollway Pvt. Ltd.
7
EPC Contractor
M/s, IRB Infrastructure Developers Ltd.
8
Date of signing of Concession
Agreement
16.12.2009
9
Appointed date
14.06.2010
10
Completion date
09.12.2012 (PCC-1 for 119.748 Km issued on 27.09.13 &
PCC-II for 25.216 Km issued on 20.05.2014)
11
Construction Completion Period To occur 910 days from Appointed date
12
Concession Period
25 Years including construction period of 910 days.
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP
phase III on DBFOT
Scope of Work
The Scope of Project is as below:(a) Construction of the Project Highway on the Site set forth in Schedule –A and as specified in Schedule-B
together with provision of Project Facilities as specified in Schedule-C, and in conformity with the
Specifications and Standards set forth in Schedule-D;
(b) Operation and Maintenance of the Project Highway in accordance with the provisions of this Agreement;
and
(c) Performance and fulfillment of all other obligations of the Concessionaire in accordance with the
provisions of this Agreement and matters incidental thereto or necessary for the performance of any or all of
the obligations of the Concessionaire under this Agreement.
i. Construction of Four Lane Project Highway including Seven Bypasses, as described in
Concession Agreement
ii. Operation and Maintenance of the Project Highway in accordance with the provisions of
Agreement
iii. Performance and fulfillment of all other obligations of the Concessionaire in accordance with the
provisions of Agreement
Broad Scope of Work & Current Status
Sr.
No.
Description
Unit
Proposed Facilities
(As per Schedule B)
Existing
Facilities
Remarks
1
2
3
Widening from 2 Lane to 4 Lane.
New Construction of 4 Lane.
Service Road (Km)
Km
Km
Km
107.9
40.87
36.762
-
4
Major Bridge
Nos.
1
1
5
Flyovers
Nos.
4
-
6
Vehicular Underpass
Nos.
11
-
7
Cattle Underpass
Nos.
5
8
Pedestrian Underpass
Nos.
3
9
Minor Bridges
Nos.
23
20
10
ROB
Nos.
2
-
11
Slab/ Box Culverts
Nos.
43
60
W-34,
RC-4
12
Side Drain
Km
28.954
13
Hume Pipe Culverts
Nos.
81
44
W-42,
RC-2
14
15
16
Toll Plazas
Bus Bays
Truck Lay Bays
Nos.
Nos.
Nos.
2
16
2
17
Rest Area
Nos.
2
18
Major Junctions
Nos.
25
8
19
Minor Junctions
Nos.
32
72
20
Arboriculture and Landscaping
LS
Trees along the Road
New
LHS
2-lane
on
17-Widening
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under
NHDP phase III on DBFOT
Project Completion Schedule and Milestone
Sr.
No.
1
2
3
4
Milestones
Milestone - I
Milestone - II
Milestone - III
Scheduled
Completion
Date
Period from
Completion
Appointment date
Date
270 days
455 days
650 days
910 days
Description
Remarks
10.03.2011
Concessionaire shall have
commenced construction of
Project Highway and expended not
Achieved
less than 10 % of the total capital
cost set forth in the Financial
Package.
11.09.2011
Concessionaire shall have
commenced construction of all
bridges and expended not less than Achieved
35 % of the total capital cost set
forth in the Financial Package.
24.03.2012
Concessionaire shall have
commenced construction of all
Project Facilities and expended not
Achieved
less than 70 % of the total capital
cost set forth in the Financial
Package.
09.12.2012
Concessionaire shall have
completed the Four-Lane Project
Highway in accordance with this
Agreement.
IE has
recommended
EOT up to
29th June 13 &
further EOT up
to 16th
August.14 is
under
consideration.
NOTE: PCOD for a part length of 119.748 Km issued on 27th September 2013
PCOD for a length of 25.216 Km issued on 20th May 2-014
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on
DBFOT
Mobilization of Plants & Machinery
Sr.
Category
A
ASPHALT WORK
1
Sensor Paver (Asphalt)
2
Capacity
Sec.1
Sec-1A
Sec-1B
Sec – II
Sec – III
Total
45-50 Cum/Hr.
1
1
0
1
0
3
Tandem Roller
10 T
4
2
0
1
0
7
3
Vibratory Roller
8-12 T
0
0
0
0
0
0
4
Pneumatic Tyred Roller
15-20 T
1
1
0
1
0
3
5
Air Compressor
7 bar 300 cfm
1
1
0
2
0
4
B
EARTH WORK, GSB AND WMM
1
Excavator
45 - 80 Cum/Hr.
2
3
0
2
0
7
2
Motor Grader
100 Cum/Hr.
3
2
0
1
0
6
3
Soil Vibratory Roller
8-12 T
5
4
0
1
0
10
4
Loader
2
5
0
2
0
9
5
Dozer
200 Cum/Hr.
1
0
0
0
0
1
6
Water Tanker
12000 Ltr.
3
5
0
1
0
9
7
Taurus Tippers
6 Cum.
6
0
0
5
0
11
8
HYVA
15 Cum.
10
10
0
5
0
25
9
Sensor Paver ( WMM)
45 Cum/Hr.
0
1
0
0
0
1
10
Mechanical Paver
5.5 mtr width
0
0
0
0
0
0
C
STRUCTURES WORK
1
Concrete Pump
30 Cum/Hr.
1
0
1
2
0
4
2
Transit Mixer
6 Cum
2
2
0
4
0
8
3
Pilling Rigs
0
0
0
1
0
1
4
Rock Breaker
1
0
0
0
0
1
5
Kerb casting machine
1
1
0
1
0
3
D
PLANTS & OTHER EQUIPMENTS
1
Crusher
3
0
0
0
0
3
2
Hot Mix Plant
2
1
0
1
0
4
3
WMM Plant
1
1
0
1
0
3
4
Concrete Batching Plant
1
1
0
1
0
3
5
500 KVA DG Set
1
1
0
2
0
4
6
250 KVA DG Set
1
0
0
1
0
3
7
125 KVA DG Set
2
3
0
2
0
7
8
62.5 KVA DG Set
2
3
0
1
0
9
9
7.5 KVA DG Set
1
3
0
1
0
5
Remarks
MPR - Sep- 2014
0
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on DBFOT
Organization Chart of SPV
Mr. J.K.Chauhan (Project Director)
Store Officer
Mr. J. Tailor
Manager
(Technical)
Accountant
Mr. Sunil Jogale
Mr.V. Chauhan
Manager
(Technical)
Hemant Parikh
Manager
(Liasion)
(Supervision Team)
Team Leader
Mr. R. Sharma.
A.K. Bhadoriya
Contract Specialist
(Mr.A.D.Joshi)
Account officer
Sr. Quantity Surveyor
Mr. S. K. Verma
Supervisors
Quantity Surveyor
Mr. V. Kumar
Secretary
Sr.Bridge Engineer
A. K. Shukla
Office Manager
Mr.S.K. Agrawal
Lab Tech
R K Goswami
Computer Operator
Surveyor
S Yogi
Office boy / watchman
Mr. Shiv Prasad
Mr. Bheru ram
Mr. Rajkumar
Lab Tech
R K Goswami
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on DBFOT
Tech Supervisor
P Katara
MPR - Sep- 2014
Summary of Highway Progress
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on DBFOT
HIGHWAY
LHS Quantity in KM
Sr.
No.
Item
1
Earthwork of Roadway
Section -I
Section
LHS
30.960
30.960
0.000
0.000
RHS
30.960
30.960
0.000
0.000
18.380
18.380
0.000
0.000
RHS
18.380
18.380
0.000
0.000
Total
Completed
Work in
Progress
Balance
B/S
30.960
30.960
0.000
0.000
B/S
18.380
18.380
0.000
0.000
0.000
0.000
0.000
RHS
50.070
50.070
0.000
0.000
B/S
50.070
50.070
0.000
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
30.960
30.960
0.000
0.000
RHS
30.960
30.960
0.000
0.000
B/S
30.960
30.960
0.000
0.000
18.380
18.380
0.000
0.000
RHS
18.380
18.380
0.000
0.000
B/S
18.380
18.380
0.000
0.000
0.000
Subgrade
LHS
Section -II
LHS
50.070
50.070
0.000
0.000
RHS
50.070
50.070
0.000
0.000
B/S
50.070
50.070
0.000
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
GSB
LHS
30.960
30.960
0.000
0.000
RHS
30.960
30.960
0.000
0.000
B/S
30.960
30.960
0.000
0.000
18.380
18.380
0.000
0.000
RHS
18.380
18.380
0.000
0.000
B/S
18.380
18.380
0.000
0.000
0.000
Section -II
LHS
50.070
50.070
0.000
0.000
RHS
50.070
50.070
0.000
0.000
B/S
50.070
50.070
0.000
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
30.960
30.960
0.000
0.000
RHS
30.960
30.960
0.000
0.000
B/S
30.960
30.960
0.000
0.000
18.380
18.380
0.000
0.000
RHS
18.380
18.380
0.000
0.000
B/S
18.380
18.380
0.000
0.000
0.000
WMM
LHS
Section -I A
Section -II
LHS
50.070
50.070
0.000
0.000
RHS
50.070
50.070
0.000
0.000
B/S
50.070
50.070
0.000
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
30.960
30.960
0.000
0.000
RHS
30.960
30.960
0.000
0.000
B/S
30.960
30.960
0.000
0.000
18.380
18.370
0.000
0.010
RHS
18.380
18.380
0.000
0.000
B/S
18.380
18.380
0.000
0.000
0.000
DBM
Section -I
LHS
Section -I A
8
Total
50.070
Section -I
7
Side
50.070
Section -I A
6
Balance
LHS
Section -I
5
Balance
Completed
Section -I A
4
Completed
Total
Section -II
Section -I
3
Average-Quantity in KM
Side
Work in
Progress
Side
Section -I A
2
RHS Quantity in KM
Work in
Progress
Section -II
LHS
50.070
50.070
0.000
0.000
RHS
50.070
50.070
0.000
0.000
B/S
50.070
50.070
0.000
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.914
0.000
0.010
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
BC
Section -I
LHS
30.960
30.860
0.100
0.000
RHS
30.960
30.860
0.100
0.000
B/S
30.960
30.860
0.100
0.000
Section -I A
LHS
18.380
18.380
0.000
0.000
RHS
18.380
18.380
0.000
0.000
B/S
18.380
18.380
0.000
0.000
Section -II
LHS
50.070
49.970
0.000
0.100
RHS
50.070
49.970
0.000
0.100
B/S
50.070
49.970
0.000
0.100
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.724
0.100
0.100
Total
148.724
0.100
0.100
Total
148.724
0.100
0.100
Kerb
Section -I
LHS
30.960
30.960
0.000
0.000
RHS
30.960
30.960
0.000
0.000
B/S
30.960
30.960
0.000
0.000
Section -I A
LHS
18.380
18.380
0.000
0.000
RHS
18.380
18.380
0.000
0.000
B/S
18.380
18.380
0.000
0.000
Section -II
LHS
50.070
50.070
0.000
0.000
RHS
50.070
50.070
0.000
0.000
B/S
50.070
50.070
0.000
0.000
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
Road Furniture
Section -I
LHS
30.960
30.960
0.000
0.000
RHS
30.960
30.960
0.000
0.000
B/S
30.960
30.960
0.000
0.000
Section -I A
LHS
18.380
18.380
0.000
0.000
RHS
18.380
18.380
0.000
0.000
B/S
18.380
18.380
0.000
0.000
Section -II
LHS
50.070
50.070
0.000
0.000
RHS
50.070
50.070
0.000
0.000
B/S
50.070
50.070
0.000
0.000
Section -III
LHS
49.514
49.514
0.000
0.000
RHS
49.514
49.514
0.000
0.000
B/S
49.514
49.514
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
Total
148.924
0.000
0.000
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of
Rajasthan under NHDP phase III on DBFOT
Structures Progress
Sr.
No.
1
Quantity
Type of Structure
Section
Total
3
4
5
6
8
Balance
Section -I
No.
2
2
0
0
No.
2
2
0
0
Section -III
No.
0
0
0
0
No.
4
4
0
0
Major Bridge
Section -I
No.
0
0
0
0
Section -II
No.
1
1
0
0
Section -III
No.
0
0
0
0
Total
No.
1
1
0
0
Section -I
No.
1
0
1
0
Section -II
No.
1
0
1
0
Section -III
Railway Over Bridge
No.
0
0
0
0
Total
No.
2
0
2
0
Section -I
No.
6
6
0
0
Section -II
No.
9
9
0
0
Section -III
No.
11
11
0
0
Total
No.
26
26
0
0
Section -I
No.
5
5
0
0
Section -II
No.
5
5
0
0
Section -III
No.
1
1
0
0
Total
No.
11
11
0
0
Section -I
No.
2
2
0
0
Section -II
No.
1
1
0
0
Section -III
No.
2
2
0
0
No.
5
5
0
0
Minor Bridge
Vehicular Underpass
Cattle Underpass
Pedestrian Underpass
Section -I
No.
0
0
0
0
Section -II
No.
1
1
0
0
Section -III
No.
3
3
0
0
Total
No.
4
4
0
0
Section -I
No.
14
14
0
0
Section -II
No.
16
16
0
0
Section -III
No.
16
16
0
0
46
46
0
0
Slab / Box Culvert
Total
9
Work in
Progress
Section -II
Total
7
Completed
Fly Over
Total
2
Unit
Hume Pipe Culvert
Section -I
No.
25
25
0
0
Section -II
No.
32
32
0
0
Section -III
No.
40
40
0
0
97
97
0
0
Total
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan
under NHDP phase III on DBFOT
Physical Work Progress
PHYSICAL PROGRESS -SUMMARY
Particular
Sr.
% Completed
1
Road works Completed in %
76.389%
2
Structures completed in %
23.255%
Total Progress in %
99.644%
Remarks
PHYSICAL PROGRESS OF HIGHWAY
Sr.
Type of
Activity
Unit
Total KM
Percentage
Physical progress
Physical
in Kms
Progress in %.
1
Earthwork
km
148.924
10.62
148.92
10.620%
2
SG
km
148.924
6.46
148.92
6.460%
3
GSB
km
148.924
8.39
148.92
8.390%
4
WMM
km
148.924
9.5
148.92
9.500%
5
D.B.M
km
148.924
23.94
148.92
23.940%
6
B.C .
km
148.924
10.91
148.77
10.899%
7
Toll Plaza
nos.
2
1.02
1.02
1.020%
8
Misc.Works
LS
LS
5.58
5.560%
5.560%
Total
76.42
76.389%
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan
under NHDP phase III on DBFOT
Status of Road Works
The current status of the Road Works
Sr.
Road Works
Total in
Kms
Completed up In progress for
Balance in
the
to this month in
Kms
Kms
Month in Kms
1
Excavation / Embankment
148.924
148.924
0.000
0.000
2
Subgrade
148.924
148.924
0.000
0.000
3
GSB
148.924
148.924
0.000
0.000
4
WMM
148.924
148.924
0.000
0.000
5
KERB
148.924
148.924
0.000
0.000
6
DBM
148.924
148.924
0.000
0.000
8
BC
148.924
148.724
0.100
0.100
Remarks
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan
under NHDP phase III on DBFOT
Physical Work Progress (Structures)
PHYSICAL PROGRESS OF STRUCTURE WORKS
Completed
Factor for one
Progress in
Structure
%
Physical
Progress in
%
No. of
Structure
Percentage
1 Major Bridge
1
2.77
2.770
100.000%
2.770%
2 ROB, Flyover
6
6.99
1.165
95.500%
6.675%
3 Minor Bridge
26
3.990
0.153
100.000%
3.990%
4 Underpass (VUP/PUP/ CUP)
19
7.270
0.383
100.000%
7.270%
5 Culverts
124
2.02
0.016
100.000%
2.020%
6 Rehabilitation of structures
20
0.53
0.027
100.000%
0.530%
Sr.
Type of Structure
Total
23.57
23.255%
MPR - Sep- 2014
Strip
Chart
- Highway
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from
Km. 18.700
to Km.
165.00 in the State of Rajasthan under NHDP phase III on DBFOT
RHS
9+000
10+000
11+000
12+000
13+000
14+000
15+000
16+000
17+000
18+000
19+000
20+000
21+000
22+000
34+000
35+000
36+000
37+000
38+000
39+000
40+000
41+000
42+000
43+000
44+000
45+000
46+000
47+000
25+000
8+000
33+000
50+000
7+000
32+000
24+000
6+000
31+000
49+000
5+000
30+000
23+000
4+000
29+000
48+000
3+000
28+000
1+000
2+000
DESIGN
CHAINAGE
27+000
BC
DBM
WMM
GSB
SUB
EMB
NGL
C&G
26+000
RHS
C&G
NGL
EMB
SUB
GSB
WMM
DBM
BC
LHS
DESIGN
CHAINAGE
0+000
BC
DBM
WMM
GSB
SUB
EMB
NGL
C&G
25+000
LHS
-Work in Progress
C&G
NGL
EMB
SUB
GSB
WMM
DBM
BC
BC
DBM-II
DBM-I
WMM GSB SUB EMB NGL C&G
MPR - Sep- 2014
C&G
NGL
EMB
SUB
GSB
WMM
DBM
BC
BC
DBM-II
DBM-I
WMM GSB SUB EMB NGL C&G
MPR - Sep- 2014
99+000
98+000
97+000
96+000
95+000
94+000
93+000
92+000
91+000
90+000
89+000
88+000
87+000
86+000
85+000
84+000
83+000
82+000
81+000
80+000
79+000
78+000
77+000
76+000
74+000
73+000
72+000
71+000
70+000
69+000
68+000
67+000
66+000
65+000
64+000
63+000
62+000
61+000
60+000
59+000
58+000
57+000
56+000
55+000
54+000
53+000
52+000
51+000
50+000
BC
DBM
WMM
GSB
SUB
EMB
NGL
C&G
75+000
49+340
RHS
C&G
NGL
EMB
SUB
GSB
WMM
DBM
BC
LHS
74+000
LHS
BC
DBM
WMM
GSB
SUB
EMB
NGL
C&G
RHS
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on DBFOT
Strip Chart - Highway
-Work in Progress
RHS
DESIGN
CHAINAGE
BC
DBM-II
DBM-I
108+000
109+000
110+000
111+000
112+000
113+000
114+000
115+000
116+000
117+000
118+000
119+000
120+000
121+000
122+000
133+000
134+000
135+000
136+000
137+000
138+000
139+000
140+000
141+000
142+000
143+000
144+000
145+000
146+000
147+000
125+000
107+000
132+000
150+000
106+000
131+000
124+000
105+000
130+000
149+000
104+000
129+000
123+000
103+000
128+000
148+000
102+000
101+000
127+000
126+000
BC
DBM
WMM
GSB
SUB
EMB
NGL
C&G
100+000
DESIGN
CHAINAGE
125+000
RHS
C&G
NGL
EMB
SUB
GSB
WMM
DBM
BC
LHS
LHS
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on DBFOT
Strip Chart - Highway
BC
DBM
WMM
GSB
SUB
EMB
NGL
C&G
-Work in Progress
C&G
NGL
EMB
SUB
GSB
WMM
DBM
BC
WMM GSB SUB EMB NGL C&G
MPR - Sep- 2014
Work Progress /JDBOT Structures
Sr.
No.
Existing Chainage
Identification
Foundation
Sub-Structure
Superstructure
A
Grade Separators
1
19+450
Goner, 0+872
C
C
C
2
51+400
Lalsot Intersection,
37+418
C
C
C
3
94+350
On Tonk Bypass, 80+026
C
C
C
4
98+100
On NH 116 Sawai
Madhopur, 83+782
C
C
C
B
Major Bridges
1
88+520
Banas River, 76+372
C
C
C
C
ROBs
1
Bypass
Shivdaspura, 7+637
C
C
C
2
68+960
Niwai, 55+137
P
P
P
D
Minor Bridges
C
C
C
C
C
C
C
C
C
Chaksu Bypass
16+338
Chaksu Bypass
18+828
Chaksu Bypass
26+369
On Bypass,canal crossing,
16+338
On Bypass,canal crossing,
18+828
On By pass,Canal
crossing,
4
47+600
48/1, 33+400
C
C
C
5
49+920
50/1, 35+941
C
C
C
6
62+400
63/1, 48+710
C
C
C
7
63+150
64/1, 49+347
C
C
C
8
64+600
65/3, 50+781
C
C
C
9
80+700
81/1, 68+296
C
C
C
10
Bypass
On Bypass, 71+340
C
C
C
11
86+600
87/1, 74+465
C
C
C
12
92+150
93/1, 77+833
C
C
C
94+700 R/S
95/1,
C
C
C
94+700 L/S
95/1,
C
C
C
95+400
96/2,
C
C
C
1
2
3
13
14
MPR - Sep- 2014
Work Progress /JDBOT Structures
Sr.
No.
Existing Chainage
Identification
Foundation
Sub-Structure
Superstructure
15
95+820
96/4
C
C
C
16
115+525
116/2, 100+822
C
C
C
17
102+232 Bypass
On Bypass, 102+232
C
C
C
18
123+400
124/1Bharna Bridge,
109+042
C
C
C
19
135+945
136/3, 121+773
C
C
C
20
136+500
137/1, 122+324
C
C
C
21
138+050
139/1, 123+881
C
C
C
22
138+450
139/3, 124+317
C
C
C
23
139+200
C
C
C
24
145+450
C
C
C
25
148+200
149/1, 133+503
C
C
C
26
150+050
151/1, 135+383
C
C
C
E
Vehicular Underpass
1
23+665
C
C
C
2
26+985
C
C
C
3
9+744 Bypass
C
C
C
4
25+861 Bypass
C
C
C
5
55+775
C
C
C
6
68+200
C
C
C
7
77+900
C
C
C
8
81+100 RHS
Motuka Village,68+700
C
C
C
9
Bypass
On Sohela Bypass,
72+960
C
C
C
10
87+300 LHS
Karola, 75+135
C
C
C
11
157+143
Start of Bypass, 142+470
C
C
C
140/1 Banthali Bypass,
125+050
146/1, Dhandholi Bridge,
130+755
Manpur MangliyaPribthapura, 5+025
Shivdaspura Railway
Station, 8+050
Shivdaspura Bypass
Chandlai, 9+744
On Chaksu Bypass
(Kothkawda SH2),25+861
On Gunsi, 41+790
On Existing Niwai Bypass
(Bonli), 54+461
On Shiwad / Siras
Intersection, 65+435
MPR - Sep- 2014
Work Progress /JDBOT Structures
Sr.
No.
Existing Chainage
F
Pedestrian Underpass
1
102+400
2
Foundation
Sub-Structure
Superstructure
Bada Jaray, 87+930
C
C
C
122+850
Bharni, 107+820
C
C
C
3
149+620
Sirohi, 135+006
C
C
C
4
145+130
Deoli bypass, Kuchalwara
C
C
C
G
Cattle Underpass
1
31+480 LHS
C
C
C
2
Bypass
C
C
C
3
70+010
C
C
C
4
126+350
On Nayagaon, 112+016
C
C
C
5
146+660
On Sirohi Village,
131+925
C
C
C
Completed
In Progress
Balance
Sr.No. Type
Identification
At Yarlipura Village,
12+984
On Chaksu Bypass,
20+234 (Akoriya Road)
On Niwai Gaushala,
56+200
Total
H
Culverts PKG_I
1
HPC
25
25
0
0
2
Slab/Box Culvert
14
14
0
0
Culverts PKG_II
1
HPC
32
32
0
0
2
Slab/Box Culvert
16
16
0
0
Culverts PKG_III
1
HPC
40
40
0
0
2
Slab/Box Culvert
16
16
0
0
C
COMPLETED
P
IN PROGRESS
NS
NOT STARTED
MPR - Sep- 2014
Test Summary
Name of Test
S.No
Testing Method
Frequency of
Test
Specification
Requirement
(Limit)
Unit
Upto Previous Month
This Month
No.of Tests
Required
Cumulative upto Previous
Passed
Failed
Total
PKG-I
PKG-II
Number of Tests Conducted
Test done in this month
Total
PKG-III
PKG-IV
Passed
Total Tests Done Upto Date
Total
failed
Total
Passed
Failed
Total
I
OGL, CUTTING MATERIAL
1
Sampling
IS: 2720 Part-1
1 sample / 250 m.
…
698
942
0
942
0
0
0
942
0
942
2
MDD/OMC
IS:2720 Part-8
1 Test /250 m
698
942
0
942
0
0
0
942
0
942
3
Ll/PI
IS: 2720 Part-5
1 Test /250 m
698
970
0
970
0
0
0
970
0
970
4
GSA
IS: 2720: Part-4
1 Test /250 m
698
957
0
957
0
0
0
957
0
957
5
FSI
IS: 2720 Part-40
1 Test /250 m
698
1010
11
1021
0
0
0
1010
11
1021
6
CBR
IS: 2720 Part-16
As Required
0
145
33
178
0
0
0
145
33
178
7
Field Dry Density
IS: 2720 Part-28
1 test per 1000
sqm
…
LL-70% PI-45%
Max.
…
Not more than
50%
min. 10% for
Subgrade
Should be more
than 95 %
3079
3874
148
4022
0
0
0
3874
148
4022
207
156
0
156
0
0
0
156
0
156
207
226
0
226
0
0
0
226
0
226
207
226
0
226
0
0
0
226
0
226
207
226
0
226
0
0
0
226
0
226
207
226
0
226
0
0
0
226
0
226
0
150
1
151
0
0
0
150
1
151
12
23
0
23
0
0
0
23
0
23
II
EXISTING SOULDER SAMPLE
1
Sampling
IS: 2720 Part-1
1 sample / 250 m.
…
2
MDD/OMC
IS:2720 Part-8
1 Test /250 m
3
Ll/PI
IS: 2720 Part-5
1 Test /250 m
4
GSA
IS: 2720: Part-4
1 Test /250 m
5
FSI
IS: 2720 Part-40
1 Test /250 m
6
CBR
IS: 2720 Part-16
As Required
IS: 2720 Part-28
1 test per 1000
sqm
…
LL-70% PI-45%
Max.
…
Not more than
50%
min. 10% for
Subgrade
Should be more
than 95 %
Rmt
174299
m2
3077858.015
0
Rmt
51441
0
m3
m2
7780
10500
7
Field Dry Density
III
Control test for SOULDER FILLING
1
Field Dry Density
IS: 2720 Part-28
1 test per 500
sqm
Should be more
than 97 %
m2
413359.21
828
8747
16
8763
0
0
0
8747
16
8763
2
Moisture Content
IS: 2720 Part-2
1 test per 250 m3
m3
165166.962
662
5393
0
5393
0
0
0
5393
0
5393
IV
1
Borrow Area approval for Emb. & Subgrade
Sampling
IS: 2720 Part-1
…
1 test per 1500
MDD/OMC
IS:2720 Part-8
m3
1 test per 1500
Ll/PI
IS: 2720 Part-5
m3
1 test per 1500
GSA
IS: 2720: Part-4
m3
1 test per 1500
FSI
IS: 2720 Part-40
m3
1 test per 3000
CBR
IS: 2720 Part-16
m3
Control test for Embankment from Barrow area
1 test per 1000
Field Dry Density
IS: 2720 Part-28
m2
₊1,₋2 % of OMC
…
Nos
499
2
3
4
5
6
V
1
0
4195
0
0
0
4195
0
4195
4744
0
4744
0
0
0
4744
0
4744
LL-70% PI-45%
Max.
3493
4804
0
4804
0
0
0
4804
0
4804
…
3493
4834
0
4834
0
0
0
4834
0
4834
Not more than
50%
3493
4779
25
4804
0
0
0
4779
25
4804
619
1191
79
1270
0
0
0
1191
79
1270
1855079.268
Not less Than
95% of MDD
m2
17404875.13
9000.000
17415
28799
516
29315
0
0
0
28799
516
29315
m3
3737911943
1800
14951656
21112
73
21185
0
0
0
21112
73
21185
₊1,₋2 % of OMC
Embankment Control test from Roadway Excavated Material
Sampling
IS: 2720 Part-1
As required
…
1 test per 1500
MDD/OMC
IS:2720 Part-8
m3
1 test per 1500
LL-70% PI-45%
Ll/PI
IS: 2720 Part-5
m3
Max.
1 test per 1500
GSA
IS: 2720: Part-4
m3
1 test per 1500
Not more than
FSI
IS: 2720 Part-40
m3
50%
1 test per 3000
min. 10% for
CBR
IS: 2720 Part-16
m3
Subgrade
1 test per 1000
Not less Than
Field Dry Density
IS: 2720 Part-28
m2
95% of MDD
5
6
7
8
Moisture Content
IS: 2720 Part-2
1 test per 250 m3
5237642.441
m3
VI
1
4
m3
min. 10%
Moisture Content
3
1 test per 250 m3
4195
3493
2
2
IS: 2720 Part-2
3493
…
₊1,₋2 % of OMC
m3
m2
Remarks
QUALITY CONTROL REPORT FOR Sep 2014
Quantity of work Carried Out
176498.205
247111.025
0
119
74
0
74
0
0
0
74
0
74
119
157
0
157
0
0
0
157
0
157
119
157
0
157
0
0
0
157
0
157
119
157
0
157
0
0
0
157
0
157
119
158
0
158
0
0
0
158
0
158
0
52
0
52
0
0
0
52
0
52
0
2677
0
2677
0
0
0
2677
0
2677
0
1832
0
1832
0
0
0
1832
0
1832
0
MPR - Sep- 2014
VII
1
2
3
4
5
6
7
VIII
1
Control test for Subgrade / S.G. Level Soil Test
1 test per 1500
MDD/OMC
IS:2720 Part-8
m3
1 test per 1500
Ll/PI
IS: 2720 Part-5
m3
1 test per 1500
GSA
IS: 2720: Part-4
m3
1 test per 1500
FSI
IS: 2720 Part-40
m3
1 test per 3000
CBR
IS: 2720 Part-16
m3
17.5 kN/m3
247
119
0
119
0
0
0
119
0
119
LL-70% PI-45%
247
148
0
148
0
0
0
148
0
148
247
149
0
149
0
0
0
149
0
149
247
148
0
148
0
0
0
148
0
148
…
m3
368544.8735
Not more than
50%
123
111
9
120
0
0
0
111
9
120
Field Dry Density
IS: 2720 Part-28
1 test per 500 m2
97% Min
m2
9450650
9000
18920
31174
271
31445
0
0
0
31174
271
31445
Moisture Content
IS: 2720 Part-2
1 test per 250 m3
₊1,₋2 % of OMC
m3
1751050
2500
7015
12844
30
12874
0
0
0
12844
30
12874
IS: 2386 Part-1
1 test per 200 m3
Table 400-1
grade 1
3405
4206
119
4317
0
0
0
4206
119
4325
As per Lab Test
0
12
0
12
0
0
0
12
0
12
Not more than 25
%& 6%
3413
4148
1
4149
0
0
0
4148
1
4149
50kN min
0
15
0
15
0
0
0
15
0
15
Min 30%
0
10
2
12
0
0
0
10
2
12
Min 98%
6310
56614
12197
94
12291
0
0
0
12197
94
12291
0
2724
6042
8
6050
0
0
0
6042
8
6050
Control test for GSB
Grading
min. 10%
2
MDD/OMC
IS:2720 Part-8
As required by
engineer
3
Ll/PI
IS: 2720 Part-5
1 test per 200 m3
4
10% Fines Value
BS:812 Part-111
5
CBR
IS: 2720 Part-16
6
Field Dry Density
IS: 2720 Part-28 1 test per 500 m2
7
Moisture Content
IS: 2720 Part-2
1 test per 250 m3
IX
Control test for WMM
1
Comb. Grading
IS: 2386 Part-1
1 test per 100 m3
Table most 40011
7460
8633
25
8650
0
0
0
8633
25
8658
2
MDD/OMC
IS:2720 Part-8
As required by
engineer
…
0
8
0
8
0
0
0
8
0
8
7460
8634
0
8623
0
0
0
8634
0
8634
3730
3730
4913
4921
0
6
4905
4919
0
0
0
0
0
0
4913
4921
0
6
4913
4927
7560
9191
20095
32
20127
0
0
0
20095
32
20127
0
2860
8852
0
8852
0
0
0
8852
0
8852
As required by
engineer
As required by
engineer
m3
m2
PI not more than1 test per 100 m3
6%
1 test per200 m3
Max 30%
1 test per200 m3
Max 30%
3
Ll/PI
IS: 2720 Part-5
4
5
AIV
FI & EI
IS: 2386 Part-4
IS: 2386 Part-1
6
FDD
IS: 2720 Part-28 1 test per 500 m2
7
Moisture Content
IS: 2720 Part-2
X
Coarse Aggregate for concrete
1
Grading
IS: 2386 Part-1
2
3
AIV
FI
IS: 2386 Part-4
IS: 2386 Part-1
IS: 2386 Part-3
m3
m2
4
Sp.Gravity & W/A
XI
Fine Aggregate for concrete
1
Grading
2
Silt/Clay Content
IS 383
3
Sp.Gravity & W/A
IS: 2386 Part-3
Cement
Consistency
IS:4031 Part-4
2
Setting Times
IS:4031 Part-5
3
4
Soundness
Fineness
IS:4031 Part-3
IS:4031 Part-1
5
Compressive Strength
XII
1
IS: 2386 Part-1
IS:516
1 Test per day of
Concrete
As required by
engineer
As required by
engineer
Per lot
1262
28300255
712918
Min 98%
1 test per 250 m3
1 Test per day of
Concrete
1 Test Per Week
2 Test Per Week
As required by
engineer
679578
1890
4587416
IS 383
6335
45
6380
0
0
0
6335
45
6380
Max 45%
Max 35%
4538
4531
30
30
4568
4561
0
0
0
0
0
0
4538
4531
30
30
4568
4561
W/A 2% Max
112
0
112
0
0
0
112
0
112
As per IS 383
4726
60
4786
0
0
0
4726
60
4786
3% Max
292
9
301
0
0
0
292
9
301
2% Max
45
0
45
0
0
0
45
0
45
IST-30min(min),
FST600min(max)
10mm Max
10% max
7 Days
28 Days
532
0
532
0
0
0
532
0
532
520
0
520
0
0
0
520
0
520
7 days
38
423
536
0
0
0
38
423
535
0
0
0
0
0
0
0
0
0
38
423
536
0
0
0
38
423
536
28 days
530
0
529
0
0
0
530
0
530
MPR - Sep- 2014
XIII
1
2
3
4
5
6
7
XIV
1
2
3
4
5
6
7
7
XV
1
2
3
4
5
6
7
8
9
XVI
1
2
XVII
1
2
Concrete-CD Works, PUP, VUP,CUP
M15
7 Days
IS:516
28 Days
M20
7 Days
IS:516
28 Days
M25
7 Days
IS:516
28 Days
M30(PCC)
7 Days
IS:516
RE WALL
28 Days
M30(RCC)
7 Days
IS:516
28 Days
M35(RCC) 7 Days
IS:516
28 Days
M40(RCC) 7 Days
IS:516
28 Days
M45(RCC) 7 Days
IS:516
28 Days
Concrete-Minor Bridges
M15
7 Days
IS:516
28 Days
M20
7 Days
IS:516
28 Days
M25
7 Days
IS:516
28 Days
M30(PCC)
7 Days
IS:516
28 Days
M30(RCC)
7 Days
IS:516
28 Days
M35(RCC)
7 Days
IS:516
28 Days
M40(RCC)
7 Days
IS:516
28 Days
M45(RCC)
7 Days
IS:516
28 Days
Concrete-ROB & GSI
M15
7 Days
IS:516
28 Days
M20
7 Days
IS:516
28 Days
M25
7 Days
IS:516
28 Days
M30(PCC) 7 Days
IS:516
28 Days
M30(RCC)
7 Days
IS:516
28 Days
M35(RCC)Pile
IS:516
28 Days
M35(RCC)
7 Days
IS:516
28 Days
M40(RCC)
7 Days
IS:516
28 Days
M45(RCC)
7 Days
IS:516
28 Days
Kerb Laying & Metal Beam Crash Barrier
M10
7 Days
IS:516
28 Days
M20
7 Days
IS:516
28 Days
Concrete Drain
M15
7 Days
IS:516
28 Days
M20
7 Days
IS:516
28 Days
Should be more
than 15 N/mm2
Should be more
1-5 Cum of
than
20 N/mm2
concrete 1 set, 6Should be more
15 Cum of
concrete 2 sets, than 25 N/mm2
16-30 Cum of
Should be more
concrete 3 sets,
than 30 N/mm2
31-50 Cum of
concrete 4 sets , Should be more
51 Cum and
than 30 N/mm2
above 4 samples Should be more
and additional 50 than 35 N/mm2
m3 or part there
of.
Should be more
than 40 N/mm2
1-5 Cum of
concrete 1 set, 615 Cum of
concrete 2 sets,
16-30 Cum of
concrete 3 sets,
31-50 Cum of
concrete 4 sets ,
51 Cum and
above 4 samples
and additional 50
m3 or part there
of.
Should be more
than 15 N/mm2
Should be more
than 20 N/mm2
Should be more
than 25 N/mm2
Should be more
than 30 N/mm2
Should be more
than 30 N/mm2
Should be more
than 35 N/mm2
Should be more
than 40 N/mm2
Should be more
than 15 N/mm2
Should be more
1-5 Cum of
than 20 N/mm2
concrete 1 set, 6- Should be more
15 Cum of
than 25 N/mm2
concrete 2 sets,
Should be more
16-30 Cum of
than 30 N/mm2
concrete 3 sets,
Should be more
31-50 Cum of
than 30 N/mm2
concrete 4 sets ,
51 Cum and
above 4 samples
and additional 50 Should be more
m3 or part there than 35 N/mm2
of.
Should be more
than 40 N/mm2
m3
5980.159
124
m3
11426.632
233
m3
1889.359
42
m3
23313.37
470
m3
355.884
11
m3
27946.168
563
m3
8961.909
183
m3
292.7
3
m3
2639.453
57
m3
2320.981
50
m3
210.875
4
m3
58.474
0
m3
672.442
17
m3
17019.662
344
m3
775.648
20
m3
3.1
0
m3
243.955
m3
0
0
m3
299.475
10
m3
0
0
m3
0
0
m3
1725.41
400
47
m3
9214.352
360.000
195
m3
6734.299
150.000
142
m3
477.346
3
m3
2417.985
52
m3
38021.352
78.000
766
m3
6503.933
149.5
137
m3
19842.728
268.000
406
29
9
893
1133
1386
2178
180
372
966
2
3
0
0
0
11
0
895
1136
1386
2178
180
383
966
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
893
1133
1386
2178
180
372
966
1276
0
1276
0
0
0
70
102
1786
2938
458
1243
82
87
1
4
2
8
3
24
0
0
71
106
1788
2946
461
1267
82
87
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
305
303
135
269
10
66
24
18
71
113
3064
4784
263
659
12
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
305
303
135
269
10
66
24
18
71
113
3064
4784
263
659
12
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
38
13
28
55
103
1
3
3
5
45
63
230
689
183
633
51
117
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
38
13
28
55
103
1
3
3
5
45
63
230
689
183
633
51
117
1
0
0
0
0
0
0
0
0
0
8
5
7
3
13
6
0
0
211
342
2085
4226
0
0
0
0
211
342
2076
4213
493
695
4815
2343
0
0
0
0
470
671
1174
2343
1
0
8
5
7
3
13
6
2
3
0
0
0
11
0
895
1136
1386
2178
180
383
966
1276
0
1276
70
102
1786
2938
458
1243
82
87
1
4
2
8
3
24
0
0
71
106
1788
2946
461
1267
82
87
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
305
303
135
269
10
66
24
18
71
113
3064
4784
263
659
12
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
305
303
135
269
10
66
24
18
71
113
3064
4784
263
659
12
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
8
5
7
3
13
6
0
0
27
38
13
28
55
103
1
3
3
5
53
68
237
692
196
639
51
117
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
38
13
28
55
103
1
3
3
5
53
68
237
692
196
639
51
117
0
0
0
0
0
0
0
0
0
0
0
0
211
342
2085
4226
0
0
0
0
211
342
2085
4226
0
0
0
0
0
0
0
0
0
0
0
0
493
695
4815
2343
0
0
0
0
493
695
4815
2343
Foundation
Same as S. No.
XV
Should be lmore
than 40 N/mm2
Should be more
than 40 N/mm2
Same as S. No.
XV
Should be more
than 40 N/mm2
Should be more
than 40 N/mm2
MPR - Sep- 2014
XVIII
1
Major Bridge 88+520 (Banas River)
M15(Base PCC)
7 Days
IS:516
28 Days
Should be more
than 15 N/mm2
31
1
32
0
0
0
31
1
32
47
0
47
0
0
0
47
0
47
212
0
212
0
0
0
212
0
212
376
0
376
0
0
0
376
0
376
284
0
284
0
0
0
284
0
284
598
0
598
0
0
0
598
0
598
193
0
193
0
0
0
193
0
193
366
0
366
0
0
0
366
0
366
184
0
184
0
0
0
184
0
184
349
0
349
0
0
0
349
0
349
0
4003
0
3999
0
0
0
4003
0
4003
2701
3992
0
3992
0
0
0
3992
0
3992
8619
8619
0
0
8611
8611
0
0
0
0
0
0
8619
8619
0
0
8619
8619
2701
3978
0
3978
0
0
0
3978
0
3978
1176756.675
4708
23030
0
23030
0
0
0
23030
0
23030
0
0
0
0
0
0
0
0
0
0
0
m2
5863278.354
11728
16512
0
16512
0
0
0
16512
0
16512
m2
2707630.053
5416
7517
0
7517
0
0
0
7517
0
7517
0
1425
0
1419
0
0
0
1425
0
1425
m3
144104
802
1419
0
1419
0
0
0
1419
0
1419
3028
3024
0
0
3017
3013
0
0
0
0
0
0
3028
3024
0
0
3028
3024
1455
0
1455
0
0
0
1455
0
1455
m3
7
133.973
M35(for Pile)
7
2
Days
IS:516
3
M35(for Pile cap,pier,
Abutment etc.)
7 Days
28 Days
IS:516
28 Days
M45(for Girder &
Pedestal etc.)
4
7
IS:516
days
5
XIX
1
2
3
4
5
6
6 (a)
6 (b)
7
28 Days
M40(for PSC Girder,
Slab )
IS:516
7
days
28 Days
Dense Bituminous Macadam
Individual & Combined
IS: 2386 Part-1
Gradation
Extraction With
Gradation
AIV
FI &EI
Marshall Stability (set)
ASTM-D-2192
IS: 2386 Part-4
IS: 2386 Part-1
ASTM-D-1559
Field Density Test
a)Core Cutting
b)Nuclear Density
Gauge
Should be more
1-5 Cum of
concrete 1 set, 6- than35 N/mm2
15 Cum of
concrete 2 sets,
16-30 Cum of
concrete 3 sets, Should be more
than35 N/mm2
31-50 Cum of
concrete 4 sets ,
51 Cum and
above 4 samples
and additional 50
m3 or part there
of.
2 test / day per
plant
400Ton/Test or
Min 2 test/day
1 Test/50 cum
1 Test/50 cum
OBC+0.3,-0.3%
For each 400 T of
mix produced, a
set of three
marshall
specimens to be
prepared and
tested for stability,
subject to
minimum of two
sets being tested
per plant per day
Min 9 kN at 60
degree
1test/250sqm
2.0to3.0kg
/10sqm
6.0to9.0kg
/10sqm
Prime Coat (Emulsion)
IS :1203
1test/500sqm
Bituminous Concrete
Individual & Combined
Gradation
Extraction With
Gradation
AIV
FI &EI
IS: 2386 Part-1
2 test / day per
plant
As table Most50018
ASTM-D-2192
400T/Test
OBC+0.3,-0.3%
IS: 2386 Part-4
IS: 2386 Part-1
1 Test/50 cum
1 Test/50 cum
Max 24%
Max 30%
ASTM-D-1559
For each 400 T of
mix produced, a
set of three
marshall
specimens to be
prepared and
tested for stability,
subject to
minimum of two
sets being tested
per plant per day
Min 9 kN at 60
degree
6
Field Density Test
a) Core Cutting
(Density)
b) Nuclear Density
Gauge
6 (a)
6 (b)
7
Tack Coat (Emulsion)
MT
463445
1079230
MT
319188
m2
1267.400
802
67
4540
0
4540
0
0
0
4540
0
4540
803152
6426
12601
0
12601
0
0
0
12601
0
12601
1818628.454
3638
4061
0
4061
0
0
0
4061
0
4061
m2
2.0to3.0kg/
10sqm
875.60
1433
1433
2test/250sqm
1test/500sqm
75
3561.44
16544
1test/250sqm
IS :1203
72
3384.52
4823
4823
m2
8
Marshall Stability (set)
m3
2test/250sqm
XX
5
102
4917.9
Max 27%
Max 30%
1test/500sqm
3
4
m3
35
1545.45
As Table
Most500-10
IS :1203
2
m3
m3
Tack Coat (Emulsion)
1
m3
MPR - Sep- 2014
XXI
1
2
XXII
1
2
3
4
XXI
1
2
3
4
5
XXII
1
2
3
XXII
1
2
3
XXIII
1
2
3
XXII
1
2
3
4
3
3
XXIII
1
Dry Lean Concrete at Toll Plaza
1-5 Cum of
DLC Cube 7 Days
IS 1203
As per MoSRTH
concrete 1 set, 6Field Density Test
IS 1205
Pavement Quality Concrete at Toll Plaza
PQC Cube 7 Days
IS 1203
PQC Cube 28 Days
IS 1205
Flexural Strength (7
As per MoSRTH
Days)
Flexural Strength (28
Days)
Bitumen VG 30
Penetration
IS 1203
IS 1203
Softening Point
IS 1205
IS 1205
Per Lot/Batch
Viscosity (Kinematic)
IS 1206
IS 1206 P 2
Viscosity (Absolute)
IS 1206
Elastic Recovery
ASTM D5976
Stone Dust
Grading
IS: 2386 Part-1
MDD/OMC
IS:2720 Part-8
LI/PI
IS: 2720 Part-5
Backfill Material
Grading
IS: 2386 Part-1
As Required
MDD/OMC
IS:2720 Part-8
As Required
LI/PI
IS: 2720 Part-5
As Required
Filter Media
Grading
IS: 2386 Part-1
As Required
MDD/OMC
IS:2720 Part-8
As Required
LI/PI
IS: 2720 Part-5
As Required
Bitumen PMB 40
Penetration
IS 1203
IS 1203
Softening Point
IS 1205
IS 1205
Viscosity (Kinematic)
IS 1206
IS 1206 P 2
Per Lot/Batch
Viscosity (Absolute)
IS 1206
Ductility
IS 1206
Elastic Recovery
ASTM D5976
Paving Block
Should be more
M40
7 Days
IS:516
than 40 N/mm2
28 Days
M3
M3
2135.947
6054.264
12
12
27
27
27
m2
35224.125
85
45
0
0
85
45
0
0
0
0
0
0
85
45
0
0
85
45
143
274
0
0
143
274
0
0
0
0
0
0
143
274
0
0
143
274
120
0
120
0
0
0
120
0
120
155
0
155
0
0
0
155
0
155
2029
2029
23
389
58
0
0
0
0
0
2029
2029
23
389
58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2029
2029
23
389
58
0
0
0
0
0
2029
2029
23
389
58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4
1
1
1
0
0
5
1
1
4
1
1
1
0
0
5
1
1
14
0
1
0
0
0
14
0
1
14
0
1
0
0
0
14
0
1
710
710
52
21
6
664
0
0
0
0
0
0
710
710
52
21
6
664
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
710
710
52
21
6
664
0
0
0
0
0
0
710
710
52
21
6
664
257
283
0
0
257
283
0
0
0
0
0
0
257
283
0
0
257
283
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of Rajasthan under NHDP phase III on DBFOT
Weather Report
Section-I (km 18.77 to 63.00)
Date
C
Average
Rain Fall
(mm)
Max Temp. Min Temp.
o
C
o
Section-II (km 63.00 to 114.00)
Max Temp. Min Temp.
o
C
o
C
Average
Rain Fall
(mm)
Section-III (km 114.00 to 165.00)
Max Temp. Min Temp.
o
C
o
C
Average
Rain Fall
(mm)
1-Sep-14
32.10
22.70
-
..
2-Sep-14
32.40
21.90
-
..
3-Sep-14
31.80
22.30
-
..
4-Sep-14
32.00
23.00
-
..
5-Sep-14
32.50
23.30
-
..
6-Sep-14
32.70
24.40
-
..
7-Sep-14
32.90
25.10
-
..
8-Sep-14
32.60
24.90
-
..
9-Sep-14
32.40
24.70
-
..
10-Sep-14
32.10
24.00
-
..
11-Sep-14
32.00
23.60
-
..
12-Sep-14
31.70
24.80
-
..
13-Sep-14
31.40
24.30
-
..
14-Sep-14
31.00
25.10
-
..
15-Sep-14
30.90
25.40
-
..
16-Sep-14
30.60
25.90
-
..
17-Sep-14
30.20
26.10
-
..
18-Sep-14
30.50
26.60
-
..
19-Sep-14
30.40
27.50
-
..
20-Sep-14
29.00
27.50
-
..
21-Sep-14
29.20
27.10
-
..
22-Sep-14
29.50
26.80
-
..
23-Sep-14
30.10
26.10
-
..
24-Sep-14
30.20
26.30
-
..
25-Sep-14
29.90
26.20
-
..
26-Sep-14
30.30
26.40
-
..
27-Sep-14
30.50
26.50
-
..
28-Sep-14
30.80
26.70
-
..
29-Sep-14
30.70
26.80
-
..
30-Sep-14
30.50
27.00
-
..
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of
Rajasthan under NHDP phase III on DBFOT
Photographs
Section II : Pier Construction Work at ch.55+293 RHS
Section I : Shuttering work for parapet wall in progress at Railway crossing @ 7+535 LHS
MPR - Sep- 2014
Four Laning of Jaipur Tonk Deoli Section of N.H. 12 from Km. 18.700 to Km. 165.00 in the State of
Rajasthan under NHDP phase III on DBFOT
Photographs
MPR - Sep- 2014

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