M/s. SAI MAATARINI TOLLWAYS LIMITED, HYDERABAD
Name of Project: Four Laning of Panikoili - Rimuli Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in
the State of Orissa under NHDP Phase-III as BOT (Toll) Basis on
DBFOT pattern.
MONTHLY PROGRESS REPORT
for
MARCH-2015
CLIENT
NATIONAL HIGHWAYS AUTHORITY OF INDIA
(MINISTRY OF SHIPPING, ROAD TRANSPORT & HIGHWAYS)
(Government of India)
Independent Engineer
Project Management Consultant
SAI CONSULTING ENGINEERS PVT. LTD,
SHELADIA ASSOCIATES INC., USA,
Ahmedabad
Hyderabad
EPC Contractor
M/s. GAYATRI PROJECTS, LTD., Hyderabad
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Table of Contents
2.
SCOPE OF THE PROJECT ................................................................................................................................... 4
3.
PROCUREMENT OF THE SITE IN TERMS OF LENGTH OF PROJECT HIGHWAY (KM).................. 6
4.
PRECONSTRUCTION ACTIVITIES ..................................................................................................................... 20
5.
STATUS OF DESIGNS & DRAWINGS ................................................................................................................ 23
6.
PHYSICAL PROGRESS ..................................................................................................................................... 24
6.1.
6.2.
7.
PHYSICAL PROGRESS (TO BE UPDATE)....................................................................................................................24
FINANCIAL PROGRESS (AS PER REVISED PROGRAMME) TO BE UPDATE .........................................................................25
STRIP CHART OF WORK PROGRESS ................................................................................................................ 27
7.1.
7.2.
7.3.
7.4.
7.5.
7.6.
7.7.
8.
PROGRESS OF MAJOR BRIDGES ............................................................................................................................57
PROGRESS OF MINOR BRIDGES ............................................................................................................................59
PROGRESS OF ROBS ..........................................................................................................................................60
PROGRESS OF FLYOVER.......................................................................................................................................60
PROGRESS OF VEHICULAR UNDER PASSES (VUPS): ..................................................................................................61
PROGRESS OF PEDESTRIAN UNDER PASSES (PUPS):.................................................................................................61
PROGRESS OF CULVERTS (PIPE/BOX/SLAB): ...........................................................................................................62
CONSTRUCTION CONSTRAINTS: .................................................................................................................... 66
9. A) ADDITIONAL SCOPE: 31 IRRIGATION CULVERTS ARE BEING TAKEN UP UNDER ADDITIONAL SCOPE AS
DEPOSIT WORKS OF IRRIGATION DEPARTMENT, GOVT. OF ODISHA ...................................................................... 68
10.
CLAIMS: ..................................................................................................................................................... 69
11.
DISPUTES................................................................................................................................................... 69
12.
NON CONFORMING PRODUCT NOTIFICATIONS (NCPNS). .......................................................................... 71
13.
CORRESPONDENCE .................................................................................................................................... 72
14.
ENVIRONMENTAL REGULATIONS & CLEARANCES: .................................................................................... 74
15.
STATEMENT SHOWING ROAD ACCIDENT CASES FOR THE MONTH: ........................................................... 76
16.
EVICTION OF ENCROACHMENTS:............................................................................................................... 76
17.
APPENDIX - CONCESSIONAIRE STAFF ......................................................................................................... 78
18.
SUMMARY OF TEST RESULTS ..................................................................................................................... 83
19.
APPENDIX 3 - LIST OF PLANT AND EQUIPMENT ....................................................................................... 100
23.
APPENDIX 4 - LIST OF LAB EQUIPMENT & CALIBRATION STATUS............................................................. 102
24.
APPENDIX 5 - CALIBRATION STATUS OF PLANTS ..................................................................................... 106
25.
APPENDIX 5 - WEATHER REPORT ............................................................................................................. 107
26.
APPENDIX 6 – PHOTOGRAPHS ................................................................................................................. 108
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
2
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
1. Project Location Map
The Project Site of the Four-Lane divided Project Highway comprises the section of National
Highway No 215 commencing from Km 0.000 to Km 163.000 i.e. Panikoili – Rimuli section in the
State of Odisha. The present carriageway of the Project Highway is an intermediate lane/twolane/single carriageway.
PROJECT ROUTE
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
3
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
2. Scope of the Project
S.NO.
1
2
3
4
DESCRIPTION
5
6
7
8
i)
ii)
iii)
iv)
iv)
9
a)
b)
c)
d)
e)
f)
g)
Project Design Stretch
Project Cost (INR)
Construction Period
Concession Period
:
:
:
:
Appointed Date
Financial Close
Scheduled Date of Completion
Details of Project Highway
Carriageway Length
Bypasses Length
Realignment Length
Sub Total
Service/Slip Roads
Built-up Area
Details of Project Structures
Flyovers / Elevated Structures
ROBs
Major Bridges
RUBs
Minor Bridges
PUPs/Cattle Crossings
VUPs
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
M/s. SAI MAATARINI TOLLWAYS LIMITED
REAMRKS
Km 0+000 to Km 166+200 (Design Length: 166.173 KM)
1,410 Cr.
VGF Rs.548.49 Cr.
910 Days
24 Years including Construction Period
02/05/2013
04/09/2013
29/10/2015
Existing
163.000 Km
163.000 Km
Existing
2 Nos
5 Nos
1 No
32 Nos
-
Proposed
127.807 Km
32.800 Km
5.566 Km
166.173 Km
42.336 Km
5.400 Km
Proposed
1 No
2 Nos
6 Nos
30 Nos
21 Nos
15 Nos
Page
4
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
h)
i)
j)
k)
l)
m)
10
i)
ii)
iii)
iv)
v)
vi)
Animal Underpasses
Elephant Underpasses
Reptile Underpasses
Slab Culverts
Box Culverts
Pipe Culverts
Sub Total
Project Facilities / Miscellaneous
Grade Intersections
Grade Separated Intersections
Bus Bays
Truck Lay Bays
Toll Plazas
Wayside Amenities
Sub Total
M/s. SAI MAATARINI TOLLWAYS LIMITED
:
:
:
:
:
:
:
:
:
:
:
:
:
:
202 Nos
4 Nos
48 Nos
294 Nos
6 Nos
2 Nos
50 Nos min.
04 Nos
256 Nos
38 Nos
431 Nos
12 Nos
1 No
43 Nos
4 Nos
3 Nos
2 Nos
65 Nos
Page
5
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
3. Procurement of the Site in terms of Length of Project Highway (Km).
3.1 Fragile Working Fronts of Land Available impeding mobilization of Manpower & Machinery:
Continuous
Stretch
Land Available
Length
<0.500
>0.5 to <1
>1 to <2
>2 to <3
>3 to < 4
>4 to <5
>5 to <6
>6 to <7
>7 to <8
>8 to <9
>9 to <10
>10
Total
M/s. SAI MAATARINI TOLLWAYS LIMITED
17.297
14.253
27.757
12.965
20.380
0.000
0.000
0.000
0.000
0.000
0.000
0.000
92.652
Minor Hindrance
Length
7.389
4.720
1.141
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
13.250
Full
Hindrance
Length
3.21
6.085
10.930
8.95
3.18
0.000
0.000
0.000
0.000
0.000
0.000
0.000
32.355
Reserve
Forest
Length
5.091
3.610
19.225
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
27.926
Total
32.987
28.668
59.053
21.915
23.560
0.000
0.000
0.000
0.000
0.000
0.000
0.000
166.183
Page
6
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
3.2 Fragile Working Fronts of Land Available impeding mobilization of Manpower & Machinery:
Bar Chart
Land Available Length
Minor Hindrance Length
Full Hindrance Length
Reserve Forest Length
30.000
25.000
20.000
15.000
10.000
5.000
0.000
Stretch (kKM)
<0.500
>0.5 to <1
>1 to <2
>2 to <3
>3 to < 4
>4 to <5
>5 to <6
>6 to <7
>7 to <8
>8 to <9
>9 to <10
>10
1. Continuous stretch of land to be available in possession with Concessionaire for efficient mobilization is at least 10 Kms.
2. Continuous stretch of land to be available in possession with Concessionaire for general mobilization is at least 5 Kms.
3. Any length of land in bits less than the above parameters if available in possession with Concessionaire creates problem for mobilization &
efficient execution. The execution in these types of bits shall cause a serious impediment / hindrance to Concessionaire
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
7
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
3.3. Chainage wise Land Stretches Available:
1
2
Alatiri
3
Alatiri, Patharapada, M.D
Jamalpur, Ouapada,
Dhanpur, Aliya,
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
JAJPUR BY-PASS
Village Name
19
Aliya
Aliya, Ghikoili, Benapur
Benapur
Benapur, Talugaon
Benapur, Talugaon
Benapur, Talugaon
Benapur, Talugaon
Benapur, Talugaon
Benapur, Talugaon
Sanapatuli, Badapatuli,
Tentulikhunta
Tentulikhunta, Dandakiri
Dandakiri
Chainage
From
To
00+000
00+120
00+120
00+140
MA
YA
A
A
0.12
0.02
G
Y
Available
Structure under Arbitration case
00+140
03+350
ME
E
3.21
G
Available
03+350
03+360
04+200
04+230
05+470
05+500
05+670
05+920
06+340
06+440
06+700
06+820
03+360
04+200
04+230
05+470
05+500
05+670
05+920
06+340
06+440
06+700
06+820
06+880
YA
MB
YA
MC
YA
MA
YA
MA
YA
MA
MA
YA
A
B
A
C
A
A
A
A
A
A
A
A
0.01
0.84
0.03
1.24
0.03
0.17
0.25
0.42
0.10
0.26
0.12
0.06
Y
G
Y
G
Y
G
Y
G
Y
G
G
Y
Temple
Available
Diary Form
Available
Compound wall
Available
Land under 3A notification & Temple
Available
Structure under Arbitration case
Available
Available
Maruti Show room
06+880
09+490
MD
D
2.61
G
Available
09+490
09+820
09+820
10+300
YA
MA
A
A
0.33
0.48
Y
G
10+300
10+440
YA
A
0.14
Y
Land under 3A notification & Temple
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem), Buiral ground & Pvt Pond
code
Length
Land Status
20
Dandakiri, Baladia
10+440
10+580
MA
A
0.14
G
21
Baladia, Chandama,
Santarapur
10+580
10+673
YA
A
0.09
Y
22
10+673
10+790
MA
A
0.12
G
23
10+790
11+100
YA
A
0.31
Y
11+100
11+400
MA
A
0.30
G
11+400
11+695
YA
A
0.30
Y
24
25
Chandama, Santarapur
M/s. SAI MAATARINI TOLLWAYS LIMITED
GOVT
Land (Hect)
PVT
FOREST
TOTAL
Length 06.45 KM.
Sl No.
Page
8
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl No.
Village Name
26
27
28
30
31
Kuanarda, Nayagarh,
Naguan
Nayagarh, Naguan
Naguan, Itapur, Talagarh
32
Talagarh
29
33
34
35
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
Talagarh, Uparagarh,
Mangarajpur
Talagarh, Uparagarh,
Mangarajpur
Talagarh, Uparagarh,
Mangarajpur, Manjuri,
Ragadi
Ragadi
Ragadi, Korabandi, Kadama,
Andhari
Andhari
Andhari, Jarda
Jarda
Ramachandrapur
Ramachandrapur,
Badapadana, Padanpur,
Suanpada
Suanpada
Chainage
From
To
11+695
12+370
12+370
12+950
12+950
13+150
MB
YB
MA
B
B
A
0.68
0.58
0.20
G
Y
G
Available
Alignment Problem
Available
13+150
14+380
MC
C
1.23
M
Available
14+380
14+490
14+490
15+620
YA
MC
A
C
0.11
1.13
Y
G
15+620
15+640
YA
A
0.02
Y
Land under 3A notification
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
15+640
15+930
MA
A
0.29
G
Available
15+930
16+080
YA
A
0.15
Y
School building
16+080
19+200
ME
E
3.12
G
Available
19+200
20+800
FC
C
1.60
F
Ragadi Reserve Forest
20+800
22+800
MC
C
2.00
G
Available
22+800
23+000
23+150
23+250
23+350
23+400
24+010
24+680
24+730
24+770
24+930
25+250
26+100
26+200
23+000
23+150
23+250
23+350
23+400
24+010
24+680
24+730
24+770
24+930
25+250
26+100
26+200
26+620
YA
MA
YA
MA
YA
MB
YB
GA
YA
GA
YA
MB
YA
MA
A
A
A
A
A
B
B
A
A
A
A
B
A
A
0.20
0.15
0.10
0.10
0.05
0.61
0.67
0.05
0.04
0.16
0.32
0.85
0.10
0.42
Y
G
Y
G
Y
G
Y
G
Y
G
Y
G
Y
G
Govt building (Forest dept), School
Available
Pvt building
Available
Temple
Available
Shops, School, P.S, Bank, Market Area
Available
Structure under Arbitration case
Available
Market, BSNL building, Hospital
Available
Encroachments, Shops, Houses
Available
26+620
27+150
YB
B
0.53
Y
Encroachments, Houses
27+150
27+300
MA
A
0.15
G
Available
M/s. SAI MAATARINI TOLLWAYS LIMITED
code
Length
Land Status
GOVT
Land (Hect)
PVT
FOREST
TOTAL
4.80
Page
9
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
YA
MA
A
A
0.08
0.22
Y
G
27+600
27+960
YA
A
0.36
Y
32
27+960
28+240
MA
A
0.28
G
33
28+240
28+350
YA
A
0.11
Y
28+350
28+480
MA
A
0.13
G
28+480
28+580
YA
A
0.10
Y
28+580
28+830
29+000
28+830
29+000
29+250
MA
YA
MA
A
A
A
0.25
0.17
0.25
G
Y
G
29+250
29+290
YA
A
0.04
Y
29+290
29+500
30+200
30+800
30+940
31+280
29+500
30+200
30+800
30+940
31+280
31+400
MA
YB
MB
YA
MA
YA
A
B
B
A
A
A
0.21
0.70
0.60
0.14
0.34
0.12
G
Y
G
Y
G
Y
Big Pond
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem), GP building
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
Available
Houses
Available
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
Available
Sainkula market, PS
Available
Land under 3A notification
Available
Temple, Market, Houses
Village Name
29
30
31
34
Suanpada, Nuagaon
Nuagaon
35
36
37
38
39
RA
G
40
41
42
43
44
45
Nuagaon, Gointhagodi
Gointhagodi
Gointhagodi, Khalana
Khalana
Khalana, agarda, Sainkula
Khalana, agarda, Sainkula
Sainkula
code
Length
Land Status
46
Sainkula,
Machala,Rudranarayanapur,
Bamphidi
31+400
33+100
MC
C
1.70
G
Available
47
Rudranarayanapur
33+100
33+160
YA
A
0.06
Y
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
48
Rudranarayanapur,
Bamphidi, Hasanpur
33+160
33+430
MA
A
0.27
G
Available
49
Hasanpur
33+430
33+670
YA
A
0.24
Y
50
51
Hasanpur
Hasanpur, Salapada,
33+670
34+050
34+050
37+000
MA
MD
A
D
0.38
2.95
G
G
M/s. SAI MAATARINI TOLLWAYS LIMITED
Land acquisition Problem due to non
acceptance of compensation by land owner
(Internal Problem)
Available
Realignment & Major Bridge
GOVT
Land (Hect)
PVT
FOREST
TOTAL
Le
ng
th
02
.9
5
K
M.
Chainage
From
To
27+300
27+380
27+380
27+600
Sl No.
Page
10
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl No.
Village Name
Chainage
From
To
37+000
37+120
38+120
38+400
38+600
38+800
39+800
39+900
40+330
40+650
41+900
42+800
43+400
44+000
44+100
44+480
45+100
46+400
47+580
50+700
52+800
53+400
55+000
55+650
55+700
57+700
58+500
59+000
60+250
62+060
64+900
66+800
69+150
69+300
70+500
74+400
37+120
38+120
38+400
38+600
38+800
39+800
39+900
40+330
40+650
41+900
42+800
43+400
44+000
44+100
44+480
45+100
46+400
47+580
50+700
52+800
53+400
55+000
55+650
55+700
57+700
58+500
59+000
60+250
62+060
64+900
66+800
69+150
69+300
70+500
74+400
74+900
code
Length
Land Status
GOVT
Land (Hect)
PVT
TOTAL
FOREST
Salapada
Salapada
Salapada, Sudusudia, Janra
Janra
Khaparakhai
Ghasipura
Kainpura
Sailong
Sailong
65
Morabali
66
67
68
69
70
71
72
73
74
75
Indupura
Gohira
Talagaon
Biragobindapur
Bhalukuma
Dhakota
Amaranga
Bandha
Nahaguna
Kanto
76
Kolimati
77
Kamonda
78
Darkhola
Melana
81
Balijodi
G
H
AT
G
A
O
N
BY
PA
SS
79
80
82
Balijodi
M/s. SAI MAATARINI TOLLWAYS LIMITED
MA
MB
MA
YA
MA
FB
MA
MA
MA
MC
MB
MB
MB
YA
GA
GB
MC
MC
ME
MD
MB
MC
RB
MA
RC
RB
RA
RC
FC
GD
FC
RD
GA
FC
GE
FA
A
B
A
A
A
B
A
A
A
C
B
B
B
A
A
B
C
C
E
D
B
C
B
A
C
B
A
C
C
D
C
D
A
C
E
A
0.12
1.00
0.28
0.20
0.20
1.00
0.10
0.43
0.32
1.25
0.90
0.60
0.60
0.10
0.38
0.62
1.30
1.18
3.12
2.10
0.60
1.60
0.65
0.05
2.00
0.80
0.50
1.25
1.81
2.84
1.90
2.35
0.15
1.20
3.90
0.50
G
G
G
Y
G
F
G
G
G
G
G
G
G
Y
G
G
G
G
G
G
G
G
R
G
R
R
R
R
F
G
F
R
G
F
G
F
Available
Available
Available
Govt Structure
Available
Salapada Reserve Forest
Available
Available
Available
Available
Available
Available
Available
Shops, Market Complex & Junctions
Available
Available
Available
Available
Available
Available
Available
Available
Compensation is in process
Available
Compensation is in process
Compensation is in process
Compensation is in process
Compensation is in process
Atai Reserve Forest
Available
Atai Reserve Forest
Compensation is in process
Available
Atai Reserve Forest
Available
Atai Reserve Forest
3.788
7.444
11.232
3.000
Length 03.50
KM.
Barigaon
1.947
1.129
-
3.076
9.814
5.354
3.448
1.574
-
13.262
6.928
5.430
19.603
2.323
5.700
-
21.926
1.800
5.610
Le
ng
th
04
.6
0
K
M.
ANANDAPUR
BY-PASS
Belabahali, Barigaon
52
53
54
55
56
57
58
59
60
61
62
63
64
Page
11
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Village Name
83
Uperdiha
84
85
86
Kusunpur
Kusunpur
Golabandha
87
Bataharichandanpur
88
Sanamasinabila
89
90
91
92
93
94
95
96
Sanabarabeda
Tikira
Nangalkanti
Dhenkikote
Khantaghar
KhajuriJuani
Katrabeda
Chikinia
97
Pipilia
98
Bankapatuli
99
Gopalapur
100
Gopalapur, Badaposi
101
Badaposi
102
103
104
105
106
Badaposi
Jamunalia
Tolankbahal
107
108
109
Tulashichaura, Sirispal
Chainage
From
To
74+900
76+520
76+520
78+400
78+400
79+000
79+000
79+400
79+400
81+000
81+000
82+980
82+980
83+600
83+600
84+700
84+700
86+400
86+400
88+380
88+380
89+500
89+500
89+900
89+900
90+500
90+500
92+600
92+600
93+800
93+800
96+100
96+100
98+300
98+300
101+480
101+480
101+980
101+980
102+700
102+700
103+200
103+200
103+800
103+800
107+580
107+580
108+180
108+180
109+200
109+200
110+050
110+050
111+430
111+430
112+900
112+900
113+776
113+776
114+080
114+080
114+194
114+194
114+440
114+440
114+615
114+615
116+615
FC
RC
RB
RA
RC
RC
RB
RC
FC
GC
RC
GA
RB
RD
GC
RD
RD
RE
RA
RB
GA
FB
GE
GB
GC
FB
GC
FC
FC
MA
FA
GA
FA
FC
C
C
B
A
C
C
B
C
C
C
C
A
B
D
C
D
D
E
A
B
A
B
E
B
C
B
C
C
C
A
A
A
A
C
1.62
1.88
0.60
0.40
1.60
1.98
0.62
1.10
1.70
1.98
1.12
0.40
0.60
2.10
1.20
2.30
2.20
3.18
0.50
0.72
0.50
0.60
3.78
0.60
1.02
0.85
1.38
1.47
0.88
0.304
0.114
0.246
0.175
2.000
F
R
R
R
R
R
R
R
F
G
R
G
R
R
G
R
R
R
R
R
G
F
G
G
G
F
G
F
F
G
F
G
F
F
Atai Reserve Forest
Compensation is in process
Compensation is in process
Compensation is in process
Compensation is in process
Compensation is in process
Compensation is in process
Compensation is in process
Masinabila Reserve Forest
Available
Compensation is in process
Available
Compensation is in process
Compensation is in process
Available
Compensation is in process
Compensation is in process
Compensation is in process
Compensation is in process
Compensation is in process
Available
Pipila Reserve Forest
Available
Available
Available
Naranapur Reserve Forest
Available
Naranapur Reserve Forest
Naranapur Reserve Forest
Available
Sabik Jungle
Available
Sabik Jungle
Village Forest
116+615
116+640
GA
A
0.025
G
Available
116+640
116+680
116+680
116+850
MA
GA
A
A
0.040
0.170
G
G
Due to family dispute
Available
M/s. SAI MAATARINI TOLLWAYS LIMITED
code
Length
Land Status
GOVT
Land (Hect)
PVT
TOTAL
FOREST
12.040
3.634
8.681
4.180
-
20.721
7.815
7.883
13.254
2.202
2.214
-
10.085
15.467
6.682
6.058
2.493
1.566
5.100
-
6.246
11.934
5.994
10.858
11.344
16.317
4.464
2.177
1.704
3.298
2.695
4.945
18.102
3.577
-
9.174
7.624
10.710
14.112
7.697
14.156
14.039
21.263
21.679
0.900
2.550
7.560
Length 15.65 KM
Keonjhar By-pass
Sl No.
-
Page
12
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
Village Name
Sirispal
Sidhmath
Nizgarh
Nizgarh
Maligaon
Gopinathpur Nuagaon
Nuagaon
Dhurpada
Dhurpada
Raisuan
Raisuan & Gopinathpur
Chainage
From
To
116+850
117+100
117+100
117+400
117+400
117+710
117+710
120+960
120+960
121+150
121+150
121+380
121+380
121+400
121+400
121+750
121+750
121+821
121+821
123+500
123+500
124+100
124+100
124+300
124+300
125+075
125+075
125+100
125+100
127+080
127+080
127+100
127+100
127+300
127+300
128+840
128+840
128+860
128+860
129+000
129+000
129+020
129+020
129+420
129+420
129+460
129+460
129+650
129+650
129+670
129+670
129+900
129+900
130+340
130+340
130+640
130+640
131+400
131+400
131+420
131+420
132+000
132+000
132+200
132+200
132+260
132+260
132+277
132+277
132+300
132+300
132+337
132+337
132+369
M/s. SAI MAATARINI TOLLWAYS LIMITED
code
RA
GA
FA
GE
FA
GA
FA
GA
FA
GC
FB
YA
MB
GA
MC
YA
MA
MC
FA
MA
FA
MA
GA
MA
YA
RA
MA
MA
YB
YA
MB
FA
GA
FA
YA
FA
YA
Length
A
A
A
E
A
A
A
A
A
C
B
A
B
A
C
A
A
C
A
A
A
A
A
A
A
A
A
A
B
A
B
A
A
A
A
A
A
0.250
0.300
0.310
3.250
0.190
0.230
0.020
0.350
0.071
1.679
0.600
0.200
0.775
0.025
1.980
0.020
0.200
1.540
0.020
0.140
0.020
0.400
0.040
0.190
0.020
0.230
0.440
0.300
0.760
0.020
0.580
0.200
0.060
0.017
0.023
0.037
0.032
Land Status
R
G
F
G
F
G
F
G
F
G
F
Y
G
G
G
Y
G
G
F
G
F
G
G
G
Y
R
G
G
Y
Y
G
F
G
F
Y
F
Y
GOVT
Land (Hect)
PVT
FOREST
TOTAL
Compensation is in process
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Sabik Jungle
Available
Village Forest
King Fort wall
Available
Available
Available
Land Acquation (3A & 3D Missing)
Available
Available
Sabik Jungle
Available
Sabik Jungle
Available
Available
Available
Structure
Compensation is in process
Available
Available
Electrical & RWSS Pipe Line
Land Acquation (3A & 3D Missing)
Available
Sabik Jungle
Available
Sabik Jungle
Land Acquation (3A & 3D Missing)
Sabik Jungle
Land Acquation (3A & 3D Missing)
1.350KM
RAG
Sl No.
Page
13
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
179
Silisuan
Banajodi
Banajodi
Banajodi, Padmapur
Padmapur, Putulia
Putulia
Keshpank
Jadichatra
Jhumpur
a ByPass
180
181
182
Bankamarani
Chainage
From
To
132+369
132+515
132+515
132+565
132+565
132+600
132+600
133+420
133+420
133+450
133+450
133+505
133+505
133+580
133+580
134+010
134+010
134+180
134+180
134+475
134+475
134+575
134+575
134+675
134+675
134+890
134+890
134+910
134+910
134+970
134+970
134+980
134+980
135+249
135+249
135+450
135+450
136+010
136+010
136+200
136+200
136+600
136+600
136+900
136+900
136+929
136+929
137+300
137+300
137+343
137+343
137+400
137+400
137+600
137+600
137+920
137+920
138+420
138+420
138+480
138+480
138+500
138+500
138+523
FA
MA
FA
GB
YA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FB
GA
YA
GA
FA
MA
FA
GA
GA
GA
GA
GA
GA
FA
A
A
A
B
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
A
A
A
A
A
A
A
A
A
A
A
A
A
0.146
0.050
0.035
0.820
0.030
0.055
0.075
0.430
0.170
0.295
0.100
0.100
0.215
0.020
0.060
0.010
0.269
0.201
0.560
0.190
0.400
0.300
0.029
0.371
0.043
0.057
0.200
0.320
0.500
0.060
0.020
0.023
F
G
F
G
Y
G
F
G
F
G
F
G
F
G
F
G
F
G
F
G
Y
G
F
G
F
G
G
G
G
G
G
F
Sabik Jungle
Available
Sabik Jungle
Available
Electrical
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
RWSS Pipe Line
Structure
Sabik Jungle
Available
Sabik Jungle
Structure
Available
Available
Available
Available
Available
Sabik Jungle
138+523
138+943
FA
A
0.420
F
Village Forest
138+943
138+963
FA
A
0.020
F
Sabik Jungle
138+963
139+000
GA
A
0.037
G
Available
139+000
139+037
FA
A
0.037
F
Sabik Jungle
M/s. SAI MAATARINI TOLLWAYS LIMITED
code
Length
Land Status
GOVT
Land (Hect)
PVT
TOTAL
FOREST
0.85 KM
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
Village Name
1.560
1.170
0.110
0.390
1.670
1.560
Length
3.80 KM
RAG
Sl No.
-
Page
14
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl No.
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
Village Name
Bankamarani, Hundla
Jamudiha, Palasponga
Palasponga
Palasponga, Murusuan
Tangarani
Jamuposhi ,Spongepatna
Jhumpura
Jhumpura, Bhaluka & Arsala
Arsala
Sundhimursuan,
Balabhadrapur
Chainage
From
To
139+037
139+469
139+469
139+632
139+632
140+200
140+200
141+310
141+310
142+120
142+120
142+195
142+195
142+205
142+205
142+540
142+540
143+400
143+400
143+465
143+465
144+615
144+615
145+200
145+200
145+210
145+210
145+270
145+270
145+295
145+295
147+760
147+760
148+650
148+650
149+300
149+300
149+620
149+620
149+649
149+649
149+660
149+660
149+680
149+680
149+770
149+770
149+779
149+779
149+800
149+800
149+823
149+823
150+000
150+000
150+042
150+042
150+115
150+115
150+286
150+286
150+430
150+430
150+460
150+460
150+600
150+600
150+800
150+800
152+260
152+260
152+350
152+350
152+380
M/s. SAI MAATARINI TOLLWAYS LIMITED
code
GA
FA
GB
FC
GB
GA
FA
GA
RB
MA
FC
RB
FA
RA
FA
GD
MB
RB
YA
FA
MA
FA
MA
FA
MA
FA
MA
FA
MA
FA
MA
FA
MA
FA
GC
GA
GA
Length
A
A
B
C
B
A
A
A
B
A
C
B
A
A
A
D
B
B
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
C
A
A
0.432
0.163
0.568
1.110
0.810
0.075
0.010
0.335
0.860
0.065
1.150
0.585
0.010
0.060
0.025
2.465
0.890
0.650
0.320
0.029
0.011
0.020
0.090
0.009
0.021
0.023
0.177
0.042
0.073
0.171
0.144
0.030
0.140
0.200
1.460
0.090
0.030
Land Status
G
F
G
F
G
G
F
G
R
M
F
R
F
R
F
G
G
R
Y
F
G
F
G
F
G
F
G
F
G
F
G
F
G
F
G
G
G
Available
Sabik Jungle
Available
Tangarani Reserve Forest
Structure
Available
Village Forest
Available
Compensation is in process
Available
Tangarani Reserve Forest
Compensation is in process
Village Forest
Compensation is in process
Village Forest
Available
Available
Compensation is in process
Structure & RWSS Pipe Line
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Available
Available
GOVT
2.030
Land (Hect)
PVT
TOTAL
FOREST
1.150
3.180
1.665
1.360
0.250
1.610
5.510
2.470
7.980
2.830
2.830
1.630
1.630
Page
15
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
220
221
222
223
224
225
226
227
228
229
230
231
RAG
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
Village Name
Balabhadrapur
Balabhadrapur,
Patabila
Balaibandh,Mursuan
Mursuan
Mursuan,Parsala, Sijukala
252
Chainage
From
To
152+380
152+430
152+430
152+510
152+510
153+040
153+040
153+140
153+140
153+200
153+200
153+530
153+530
153+600
153+600
154+900
154+900
155+000
155+000
155+180
155+180
155+700
155+700
156+200
156+200
156+460
156+460
157+090
157+090
158+405
158+405
158+415
158+415
159+400
159+400
159+415
159+415
159+590
159+590
159+618
159+618
159+690
159+690
159+890
159+890
160+110
160+110
160+380
160+380
160+445
160+445
160+573
160+573
160+675
160+675
160+728
160+728
161+085
161+085
161+099
161+099
162+240
162+240
162+270
162+270
163+000
GA
RA
GB
RA
YA
RA
GA
FC
GA
RA
GB
RA
YA
GB
FC
FA
GB
FA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FA
GC
FA
MB
A
A
B
A
A
A
A
C
A
A
B
A
A
B
C
A
B
A
A
A
A
A
A
A
A
A
A
A
A
A
C
A
B
0.050
0.080
0.530
0.100
0.060
0.330
0.070
1.300
0.100
0.180
0.520
0.500
0.260
0.630
1.315
0.010
0.985
0.015
0.175
0.028
0.072
0.200
0.220
0.270
0.065
0.128
0.102
0.053
0.357
0.014
1.141
0.030
0.730
G
R
G
R
Y
R
G
F
G
R
G
R
Y
G
F
F
G
F
G
F
G
F
G
F
G
F
G
F
G
F
G
F
G
Available
Compensation is in process
Available
Compensation is in process
Structure
Compensation is in process
Available
Balibandha Reserve Forest
Available
Compensation is in process
Available
Compensation is in process
RWSS Pipe Line
Available
Balibandha Reserve Forest
Village Forest
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Village Forest
Available
163+000
164+715
MC
C
1.715
G
Available
164+715
165+010
FA
A
0.295
F
Village Forest
code
Length
Land Status
GOVT
Land (Hect)
PVT
TOTAL
FOREST
3.250
3.250
3.900
1.80 KM
Sl No.
9.740
Parsala, Sijukala
253
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
16
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl No.
254
Village Name
Rimuli
Chainage
From
To
165+010
166+173
code
MC
Length
C
1.173
Land Status
G
Description
Type
A. Vacant access & ROW Available Length (KM)
G
B. Land available with missing bits / serious hindrances at Jajpur Dist.
G
C. Land available with missing bits / serious hindrances at Keonjhar
G
Dist.
Land available (A+B+C) refer Lr. No. 375 dt: 25-09-14 after
deliberations in review meeting on 3-9-14 &I.E. Lr. No. 401 dt:16-914
Minor Hindrance Length (KM)
Y
Compensation Not Paid
R
Full Hindrance
Length (KM)
Reserve Forest (151.94 Hec.)
F
Total Length (KM)>>>
GOVT
Land (Hect)
PVT
TOTAL
FOREST
Available
Total Length
40.332
19.532
(%)
24.27%
11.75%
37.115
22.33%
97.143
58.46%
9.103
32.275
27.652
166.173
5.48%
36.06%
27.652
40.332
G
Y
32.275
19.532
R
F
37.115
9.103
100%
Note: RAG - Realignment
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
17
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Jajpur District:
1. Missing Bits about 517 bits from Appointed Date for which compensation is to be paid for these obstacle pockets between Km 0+000 & 24+000
2. Govt. / Religious Structures: 07 Nos.
Thasil Name
Govt. Structures
Vysanagar
6
Length (M)
Religious Structures
410
1
Length (M)
Total Structures
50
7
Total Length (M)
460
3. HT lines at Km 7+010 & Km 7+670 (between Km 6+750 & Km 8+000 = 1.250)
4. Irrigation Canals – 9 Nos. (Ch: 23+500, 23+500, 20+280, 19+850, 18+490, 16+330, 7+300, 5+610 & 0+850)
Keonjhar district:
1. Realignment at Major Bridge at Km 35+315 - 5Kms
2. Govt. / Religious Structures: 159 Nos.
Thasil Name
Govt. Structures
A
Ghasipura & Anandapur
Ghatgaon
Sadar
JHUMPURA
CHAMPUA
Total
3.
4.
5.
6.
7.
8.
B
49
24
44
18
3
138
Length (M)
C
7520
4930
6288
2167
423
21328
Religious Structures
D
13.00
5.00
3.00
21
Length (M)
E
750
457
323
1530
Total
Structures
F=B+D
62
24
49
18
6
159
Total Length (M)
G=C+E
8270
4930
6745
2167
746
22858
Hindrance created by Amarang villagers in Km 53+000 to Km 54+000 - 1Km
Irrigation Canals – 22 Nos.
Obstruction of Siba temple @ Km 113+400 in Jamunalia
Left out structures of 18 villages of Sadar, Champuva & Jumpura thasils
Stalemate in Arshala Village Km 149+300 to 150+500 = 1.20 Kms
Demolition of Boundary wall of OSIL at Km 144+900 to 145+600 =0.700 Km
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
18
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
9. Missing plots in the Keonjhar District (Km 24+000 to Km 166+173) : the list of missing bits were communicated to PD vide this office Lr. No. 503
dated 30-12-2014
Sl. No.
1
2
Name of Thasil
Ghatagaon
Ghasipura
No of left out plots
54
86
Additional Area (Acre)
3.940
3.850
19
1.050
3
Anandapur
4
Champua
4
1.100
5
6
Sadar
Jhumpura
25
6
2.095
0.560
194
12.595
Total :
10. Minor Bridges at KM 148+457 & Km 149+027 (2 Nos) in Jumpura Bypass at Bhaluka village = 1.50 Kms
Prevention of execution in between Km 166+000 to Km 166+173 by villagers for higher compensation = 0.173 Km
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
19
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
[
4. Preconstruction Activities
A. Shifting of Electrical Poles
Sl. No
Erection:
1
2
3
4
a)
b)
c)
d)
e)
f)
g)
h)
i)
5
a)
b)
c)
d)
6
7
8
9
10
11
12
13
14
15
16
17
18
Description
Unit
Concreting of Poles
9m PSC Poles (300 KG)
Sub-Total >>>
Electrical Sub-Stations
Transformers
250 KVA 11/0.4 KV
150 KVA 11/0.4 KV
100 KVA 11/0.4 KV
100 KVA 11/0.23 KV
63 KVA 11/0.4 KV
25 KVA 11/0.4 KV
16 KVA 11/0.4 KV
16 KVA 11/0.23 KV
10 KVA 11/0.23 KV
Sub-Total >>>
RS Joist
A) 150/150 18M
B) 150/150 15M
C) 150/150 13M
D) 150/150 11M
8 m Joist Poles
8m PSC Poles 200 Kgs.
9m PSC Poles Kgs.
11m Joist Poles
Sub-Total >>>
3PH 4W LT Line
1PH 4W LT Line
3x50+1x35+1x16 sq.mm. AB
Cable
3x50+1x35 sq.mm. AB Cable
3x35+1x25 sq.mm. AB Cable
1x35+1x25 sq.mm. AB Cable
33 KV HT Line
33KV 3Ph. 3W with 1002mm
AAA conductor
11KV 3Ph. 3W with 802mm AAA
Conductor
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Km
Km
Km.0+000 to Km.24+000
Total
Done
Balance
352
91
443
14
1
218
75
293
1
1
1
1
5
3
1
2
28
1
5
3
1
2
14
12
40
222
85
148
23
3
533
4
0
20
155
17
192
4
0
Km.24+000 to Km.113+000
Total
Done
Balance
134
16
150
14
0
0
0
0
0
0
0
0
0
0
14
0
12
0
20
67
85
148
6
3
341
0
0
1107
456
1563
61
693
350
1043
31
90
11
9
48
23
12
194
3
1
979
354
1333
61
0
2
0
6
0
9
13
2
11
7
111
0
0
46
521
0
9
0
0
0
576
0
0
566
13.7
136
8.3
0
0
0
0
0
20.5
1.1
3
9
0.51
7.212
7.21
0.51
20.5
1.1
3
9
0
2
0
13
0
10
15
2
11
8
122
1
46
611
11
18
48
23
12
770
3
1
128
102
230
7
1
2
1
11
1
Km
Km
Km
Km
Km
0
Km
21
1
20
20.5
8.1
12.4
Km
12
12
0
17.9
0.3
17.6
M/s. SAI MAATARINI TOLLWAYS LIMITED
Km.113+000 to Km.163+000
Total
Done
Balance
264
274
538
1
1
6
4
10
1
6
2
62
0
26
540
0
1
1
136
16.8
22
3.38
Km.0+000 to Km.163+000
Total
Done
Balance
429
76
505
31
0
1
1
6
0
3
10
1
6
2
61
0
0
26
404
0
0
0
0
0
430
5.4
0
2152
897
3049
106
1
3
1
20
0
15
30
6
18
12
212
0
13
72
1191
233
103
196
46
15
1869
20.7
1
610
451
1061
0
1
0
0
8
0
3
7
3
1
3
26
0
1
0
246
166
9
48
40
12
522
15.3
1
1542
446
1988
106
0
3
1
12
0
12
23
3
17
9
186
0
12
72
945
67
94
148
6
3
1347
5.4
0
0
0
0
0
16.8
27.71
1.1
3
9
17.31
7.212
0
0
0
0.51
20.5
1.1
3
9
16.8
0
41.5
9.1
32.4
18.62
51.9
15.68
36.22
Remarks
Page
20
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
[
Sl. No
Description
Unit
Km.0+000 to Km.24+000
Total
Done
Balance
Km.24+000 to Km.113+000
Total
Done
Balance
Km.113+000 to Km.163+000
Total
Done
Balance
Km.0+000 to Km.163+000
Total
Done
Balance
Remarks
1002mm
19
20
Dismantling:
21
22
23
24
25
26
27
28
29
11KV 3Ph. 3W with
AAA Conductor
11KV 3Ph. 3W HT Lines
Sub-Total >>>
Km
Km
55 sq.mm AAA Conductor
80 sq.mm AAA Conductor
100 sq.mm AAA Conductor
34 mm2 AAA Conductor
11 KV Line
33 KV Line
LT Line
Electrical poles removing
BSNL poles
Sub-Total >>>
Km
Km
Km
Km
Km
Km
Km
Nos
Nos
Km
12
49
12
29
12
12
21
8
1
2
5
0
48
2
5
0
20
0
0
20
8.47
1.5
86.48
0
0
20
8
0
0
0
0
0
28
90
59
53.4
1.53
21.5
1.8
1.61
70
5
303.8
1.5
14.41
90
1.53
1.2
1.8
1.61
70
5
171.1
8.47
0
72.07
0
59
53.4
0
20.3
0
0
0
0
132.7
22
81.71
4.71
23.6
73
7.29
23.5
17.55
6.2
11.7
0
0
132
0
0
7.29
0
17.29
58.11
8.47
35.5
217.2
0
18.21
67.01
8.47
17.29
150.18
65.71
0
23.5
0
17.55
6.2
11.7
0
0
124.66
175
59
97.9
9.53
39.05
8
15.31
75
5
483.8
109.3
0
1
1.53
1.2
1.8
3.61
75
5
198.4
65.71
59
96.9
8
37.85
6.2
11.7
0
0
285.36
B. Tree Felling
Sl.
No.
A
1
2
3
4
5
Chainage (Km)
From
To
B
C
0+000
24+000
24+000
58+000
58+000 107+000
104+600 113+100
113+300 143+000
143+000 163+000
Total
Length
D
24
34
49
8.50
29.90
20
D.F.O.
Estimate
Lr. No.
E
1171
1171
1520
1520
M/s. SAI MAATARINI TOLLWAYS LIMITED
No of Trees as per Estimate
DL.
Revised Estimate sanction (Rs.)
at Site
Felled
Balance
No.
DFO
PIU / RO
Authority
F
1054
1197
4848
1027
4458
2501
15085
G
1054
1197
4771
164
4338
2415
13939
H=F-G
77
863
120
86
1146
I
36
J
1185875
2535000
22330839
K
L
2091000
Approved
22330839
Approved
39
9284356
9284356
35
8088566
43424636
8088566 Approved
43424636
-
Page
21
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
[
C. RWS&S & PH Estimates:
Status of revised estimates “RWS&S and PH pipe lines & Tube Wells shifting”
Description
Revised Estimate
Amount
Sanction from
Authority
a
Km 0+000 to Km 24+000
Rs. 9,80,483
Yet to be received
Work in Progress
b
Km 24+000 to Km 163+000
Rs. 2,10,19,000
Yet to be received
Work in Progress
Sl. No.
Sub Total : (+/-)
Remarks
Rs. 2,19,99,483
These estimates which were prepared based on SSR 2007-08 were revised with current SSR (2013-14) by Line department; are to be got
sanctioned by PIU from authority.
a) RWS&S Tube Wells Shifting
SL No.
District
1
2
3
4
5
6
7
Jajpur
Keonjhar
Keonjhar
Keonjhar
Keonjhar
Keonjhar
Keonjhar
Tahasil
Jajpur
Anandapur
Ghasipura
Ghatgaon
Keonjhar
Jhumpura
Champura
Total
No of Tube Wells to
be Shifted
6
6
8
17
20
8
4
69
No of Tube Wells
Shifted
4
3
1
8
No of Tube Wells to
be Shifted
5
3
8
77
No of Tube Wells
Shifted
0
8
Percentage Progress (%)
Remarks
66.67%
0.00%
0.00%
0.00%
15.00%
0.00%
25.00%
11.59%
Estimate dated 24-10-2013
Percentage Progress (%)
Remarks
b) PH Tube Wells Shifting
SL No.
District
1
2
Keonjhar
Keonjhar
Tahasil
Anandapur
Keonjhar
Total
Grand Total:
M/s. SAI MAATARINI TOLLWAYS LIMITED
0
10.39%
Page
22
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under NHDP
Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
5. Status of Designs & Drawings
A. Plan & Profile : From Km 0+000 to Km 166+173: finalized in conformance of the provisions of
C.A. & IRC Codes.
B. Structures: The Structural drawings are being confirmed as is consistent with the phased
requirement for execution of work.
i.
Major Bridges
: 06 Nos.
ii.
Minor Bridges
: 30 Nos.
iii.
Flyover
: 01 No.
iv.
ROBs
: 02 Nos.
v.
VUPs
: 15 Nos.
vi.
PUPs
: 21 Nos.
vii.
AUPs
: 06 Nos.
viii.
EUPs
: 02 Nos.
ix.
Box/Slab/Pipe Culverts : 295 Nos.
x.
RUPs
: 50 Nos. min.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 23
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
6. Physical Progress
6.1. Physical Progress
Project Length Km =163+173
Bill
No.
A
I
III
B
I
II
III
IV
V
VI
VII
VIII
IX
X
C
I
II
III
IV
V
VI
VII
a
b
VIII
Description
Pre Construction Activity
Site Clearance
Dismantling of Structures
Road Works
Widening Side
Existing Side
Service Roads LHS
Service Roads RHS
Bypass LHS
Bypass RHS
Drainage & Protective Works
Highway Lighting
Road Appaurantances
Toll Plaza
Structures
ROB
Flyover
Underpass (VUP,PUP,AUP&EUP)
Major Bridges
Minor Bridges
Pipe Culverts
Box & Slab Culverts
(i) Culvert Area between 0 & 10
(ii) Culvert Area between 10 & 20
(iii) Culvert Area Above 20
(c) Rehabilitation Repair / Widening of
Culverts
Retaining / Toe wall
Total :
Material procured as on date:
Grand Total :
% Completion
% weightage
of Contract
Value
Upto
Date
Till
Previous
Month
For this
Month
0.704%
0.091%
0.453%
0.083%
0.431%
0.082%
0.022%
0.001%
23.826%
16.258%
2.526%
2.526%
8.327%
8.327%
8.990%
0.190%
1.208%
1.651%
8.795%
0.501%
0.033%
0.014%
2.381%
2.310%
0.000%
0.000%
0.000%
0.000%
7.340%
0.185%
0.031%
0.009%
1.798%
1.838%
0.000%
0.000%
0.000%
0.000%
1.455%
0.316%
0.003%
0.005%
0.584%
0.473%
0.000%
0.000%
0.000%
0.000%
0.695%
0.158%
4.528%
1.716%
3.370%
0.054%
0.253%
0.091%
2.762%
0.379%
1.286%
0.031%
0.237%
0.080%
2.592%
0.340%
1.148%
0.026%
0.016%
0.010%
0.170%
0.039%
0.138%
0.005%
7.821%
1.112%
0.431%
2.974%
0.705%
0.114%
2.769%
0.700%
0.092%
0.205%
0.005%
0.022%
0.144%
0.000%
0.000%
0.000%
5.347%
100.00%
2.564%
25.730%
2.062%
21.760%
0.502%
3.969%
2.270%
28.000%
3.447%
25.208%
-1.177%
2.792%
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 24
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
6.2. Financial Progress (As per Revised Programme)
Sl. No.
A
B
C
D
Description
Target (Rs. in Cr.)
Achieved (Rs. in Cr.)
Percentage (B vs A)
% wrt TCC** (Rs. 2020 Cr.)
Cum. Upto (Dec’14)
*1322.80
*918.22
69.41
45.46
Month (Jan’15)
*115.88
69.23
59.74
3.43
Cumulative (Jan’15)
1438.68
987.45
68.64
48.88
* Includes mobilization fee 20% of contract price as per Cl 7.3(b) of EPC Agreement.
* *TCC – Total Contract Cost
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 25
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
PROJECT COMPLETION SCHEDULE (PCS) AS PER SCHEDULE-G OF C.A.
Appoint Date :
Description
02-05-13
May'13
Jun'13
As per C.A.
Achieved in Cr.
Cum. in Cr.
Percentage (%)
Description
As per C.A.
Achieved in Cr.
Cum. in Cr.
Percentage (%)
Sep'14
Oct'14
27.52
694.32
34.37%
23.57
717.89
35.54%
Project Cost (Rs. In Cr.):
Milestone-1 (A.D.: 29-10-13 ; G.P.: 26-01-14)
Jul'13
Aug'13 Sep'13 Oct'13 Nov'13
202
404.00
404.00
20.00%
Milestone-3 (A.D.: 10-02-15; G.P.: 11--05-15)
Nov'14 Dec'14
Jan'15
Feb'15 Mar'15
1414
29.56
47.73 64.43
60.75
69.23
747.45
795.18 859.61 920.36 987.45
37.00% 39.37% 42.55
45.56
48.88
A.D.: Well within time as set forth in Schedule-G
Dec'13
Jan'14
Feb'14
18.13
422.13
20.90%
31.08
453.21
22.44%
34.52
487.73
24.15%
Apr'15
May'15
Jun'15
2,020
Milestone-2 (A.D.: 05-06-14; G.P.: 03-09-14)
Mar'14 Apr'14
May'14 Jun'14 Jul'14
606
29.48
33.37
31.10
30.23
21.40
517.21 550.58 581.68 611.91 633.31
25.60% 27.26% 28.80% 30.29% 31.35%
COD (A.D.: 28-10-15)
Jul'15
Aug'15 Sep'15
2020
G.P.: Within grace period of 90 days pursuant to Cl. 12.4.2 of C.A.
Aug'14
33.49
666.80
33.01%
Oct'15
Beyond the grace period
Milestone – I: Occurred within the grace period pursuant to Cl. 12.4.2 of C.A.; as acquiesced by I.E. vide Lr. No. SAI-3521-2014 dated 03-09-2014
Milestone–II: Occurred within the grace period pursuant to Cl. 12.4.2 of C.A.; which is to be acquiesced by I.E. after furnishing the Company’s Statutory Auditor’s
Certificate by Concessionaire.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 26
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
7. Strip chart of work progress
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
Exc. Upto Emb. Top
LHS
EMB-Top
EMB-1st
OGL Record
OGL FDD
C&G
Chainage
0.000
0.050
0.100
0.150
0.200
0.250
0.300
0.350
0.400
0.450
0.500
0.550
0.600
0.650
0.700
0.750
0.800
0.850
0.900
0.950
1.000
1.050
1.100
1.150
1.200
1.250
1.300
1.350
1.400
1.450
1.500
1.550
1.600
1.650
1.700
1.750
1.800
1.850
1.900
1.950
2.000
2.050
2.100
2.150
2.200
2.250
2.300
2.350
2.400
2.450
2.500
2.550
2.600
2.650
2.700
2.750
2.800
2.850
2.900
2.950
3.000
3.050
3.100
3.150
3.200
3.250
3.300
3.350
3.400
3.450
3.500
3.550
3.600
3.650
3.700
3.750
3.800
3.850
3.900
3.950
4.000
4.050
4.100
4.150
4.200
4.250
4.300
4.350
4.400
4.450
4.500
4.550
4.600
4.650
4.700
4.750
4.800
4.850
4.900
4.950
5.000
OGL Samp.
Testing
OGL Samp.
Testing
C
&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
RHS
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 27
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
LHS
EMB-Top
EMB-6th
8
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
Chainage
5.000
5.050
5.100
5.150
5.200
5.250
5.300
5.350
5.400
5.450
5.500
5.550
5.600
5.650
5.700
5.750
5.800
5.850
5.900
5.950
6.000
6.050
6.100
6.150
6.200
6.250
6.300
6.350
6.400
6.450
6.500
6.550
6.600
6.650
6.700
6.750
6.800
6.850
6.900
6.950
7.000
7.050
7.100
7.150
7.200
7.250
7.300
7.350
7.400
7.450
7.500
7.550
7.600
7.650
7.700
7.750
7.800
7.850
7.900
7.950
8.000
8.050
8.100
8.150
8.200
8.250
8.300
8.350
8.400
8.450
8.500
8.550
8.600
8.650
8.700
8.750
8.800
8.850
8.900
8.950
9.000
9.050
9.100
9.150
9.200
9.250
9.300
9.350
9.400
9.450
9.500
9.550
9.600
9.650
9.700
9.750
9.800
9.850
9.900
9.950
10.000
OGL Samp.
Testing
OGL Samp.
Testing
C
&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
RHS
EMB-4th
EMB-5th
EMB-6th
9
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 28
RHS
EMB-6th
Chainage
EMB-6th
10.000
10.050
10.100
10.150
10.200
10.250
10.300
10.350
10.400
10.450
10.500
10.550
10.600
10.650
10.700
10.750
10.800
10.850
10.900
10.950
11.000
11.050
11.100
11.150
11.200
11.250
11.300
11.350
11.400
11.450
11.500
11.550
11.600
11.650
11.700
11.750
11.800
11.850
11.900
11.950
12.000
12.050
12.100
12.150
12.200
12.250
12.300
12.350
12.400
12.450
12.500
12.550
12.600
12.650
12.700
12.750
12.800
12.850
12.900
12.950
13.000
13.050
13.100
13.150
13.200
13.250
13.300
13.350
13.400
13.450
13.500
13.550
13.600
13.650
13.700
13.750
13.800
13.850
13.900
13.950
14.000
14.050
14.100
14.150
14.200
14.250
14.300
14.350
14.400
14.450
14.500
14.550
14.600
14.650
14.700
14.750
14.800
14.850
14.900
14.950
15.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-5th
7
M/s. SAI MAATARINI TOLLWAYS LIMITED
9
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-Top
7
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 29
RHS
EMB-6th
Chainage
15.000
15.050
15.100
15.150
15.200
15.250
15.300
15.350
15.400
15.450
15.500
15.550
15.600
15.650
15.700
15.750
15.800
15.850
15.900
15.950
16.000
16.050
16.100
16.150
16.200
16.250
16.300
16.350
16.400
16.450
16.500
16.550
16.600
16.650
16.700
16.750
16.800
16.850
16.900
16.950
17.000
17.050
17.100
17.150
17.200
17.250
17.300
17.350
17.400
17.450
17.500
17.550
17.600
17.650
17.700
17.750
17.800
17.850
17.900
17.950
18.000
18.050
18.100
18.150
18.200
18.250
18.300
18.350
18.400
18.450
18.500
18.550
18.600
18.650
18.700
18.750
18.800
18.850
18.900
18.950
19.000
19.050
19.100
19.150
19.200
19.250
19.300
19.350
19.400
19.450
19.500
19.550
19.600
19.650
19.700
19.750
19.800
19.850
19.900
19.950
20.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-5th
9
7
M/s. SAI MAATARINI TOLLWAYS LIMITED
7
9
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 30
RHS
Chainage
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
M/s. SAI MAATARINI TOLLWAYS LIMITED
EMB-5th
9
10th Layer
8th Layer
Exc. Upto Emb. Top
14
Exc. Upto Emb. Top
Exc. Upto Emb. Top
14
EXC upto Emb Top
EMB-6th
20.000
20.050
20.100
20.150
20.200
20.250
20.300
20.350
20.400
20.450
20.500
20.550
20.600
20.650
20.700
20.750
20.800
20.850
20.900
20.950
21.000
21.050
21.100
21.150
21.200
21.250
21.300
21.350
21.400
21.450
21.500
21.550
21.600
21.650
21.700
21.750
21.800
21.850
21.900
21.950
22.000
22.050
22.100
22.150
22.200
22.250
22.300
22.350
22.400
22.450
22.500
22.550
22.600
22.650
22.700
22.750
22.800
22.850
22.900
22.950
23.000
23.050
23.100
23.150
23.200
23.250
23.300
23.350
23.400
23.450
23.500
23.550
23.600
23.650
23.700
23.750
23.800
23.850
23.900
23.950
24.000
24.050
24.100
24.150
24.200
24.250
24.300
24.350
24.400
24.450
24.500
24.550
24.600
24.650
24.700
24.750
24.800
24.850
24.900
24.950
25.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
14
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 31
RHS
EMB-6th
Chainage
25.000
25.050
25.100
25.150
25.200
25.250
25.300
25.350
25.400
25.450
25.500
25.550
25.600
25.650
25.700
25.750
25.800
25.850
25.900
25.950
26.000
26.050
26.100
26.150
26.200
26.250
26.300
26.350
26.400
26.450
26.500
26.550
26.600
26.650
26.700
26.750
26.800
26.850
26.900
26.950
27.000
27.050
27.100
27.150
27.200
27.250
27.300
27.350
27.400
27.450
27.500
27.550
27.600
27.650
27.700
27.750
27.800
27.850
27.900
27.950
28.000
28.050
28.100
28.150
28.200
28.250
28.300
28.350
28.400
28.450
28.500
28.550
28.600
28.650
28.700
28.750
28.800
28.850
28.900
28.950
29.000
29.050
29.100
29.150
29.200
29.250
29.300
29.350
29.400
29.450
29.500
29.550
29.600
29.650
29.700
29.750
29.800
29.850
29.900
29.950
30.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-5th
7
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 32
RHS
Chainage
30.000
30.050
30.100
30.150
30.200
30.250
30.300
30.350
30.400
30.450
30.500
30.550
30.600
30.650
30.700
30.750
30.800
30.850
30.900
30.950
31.000
31.050
31.100
31.150
31.200
31.250
31.300
31.350
31.400
31.450
31.500
31.550
31.600
31.650
31.700
31.750
31.800
31.850
31.900
31.950
32.000
32.050
32.100
32.150
32.200
32.250
32.300
32.350
32.400
32.450
32.500
32.550
32.600
32.650
32.700
32.750
32.800
32.850
32.900
32.950
33.000
33.050
33.100
33.150
33.200
33.250
33.300
33.350
33.400
33.450
33.500
33.550
33.600
33.650
33.700
33.750
33.800
33.850
33.900
33.950
34.000
34.050
34.100
34.150
34.200
34.250
34.300
34.350
34.400
34.450
34.500
34.550
34.600
34.650
34.700
34.750
34.800
34.850
34.900
34.950
35.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
14
M/s. SAI MAATARINI TOLLWAYS LIMITED
10
14
15
8
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C
&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 33
RHS
Chainage
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
6TH Layer
7th Layer
10th Layer
10 TH Layer
7th Layer
EMB-6th
8th Layer
EMB-3rd
7th Layer
EMB-4th
7th Layer
EMB-5th
35.000
35.050
35.100
35.150
35.200
35.250
35.300
35.350
35.400
35.450
35.500
35.550
35.600
35.650
35.700
35.750
35.800
35.850
35.900
35.950
36.000
36.050
36.100
36.150
36.200
36.250
36.300
36.350
36.400
36.450
36.500
36.550
36.600
36.650
36.700
36.750
36.800
36.850
36.900
36.950
37.000
37.050
37.100
37.150
37.200
37.250
37.300
37.350
37.400
37.450
37.500
37.550
37.600
37.650
37.700
37.750
37.800
37.850
37.900
37.950
38.000
38.050
38.100
38.150
38.200
38.250
38.300
38.350
38.400
38.450
38.500
38.550
38.600
38.650
38.700
38.750
38.800
38.850
38.900
38.950
39.000
39.050
39.100
39.150
39.200
39.250
39.300
39.350
39.400
39.450
39.500
39.550
39.600
39.650
39.700
39.750
39.800
39.850
39.900
39.950
40.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
9
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 34
RHS
EMB-6th
Chainage
EMB-6th
40.000
40.050
40.100
40.150
40.200
40.250
40.300
40.350
40.400
40.450
40.500
40.550
40.600
40.650
40.700
40.750
40.800
40.850
40.900
40.950
41.000
41.050
41.100
41.150
41.200
41.250
41.300
41.350
41.400
41.450
41.500
41.550
41.600
41.650
41.700
41.750
41.800
41.850
41.900
41.950
42.000
42.050
42.100
42.150
42.200
42.250
42.300
42.350
42.400
42.450
42.500
42.550
42.600
42.650
42.700
42.750
42.800
42.850
42.900
42.950
43.000
43.050
43.100
43.150
43.200
43.250
43.300
43.350
43.400
43.450
43.500
43.550
43.600
43.650
43.700
43.750
43.800
43.850
43.900
43.950
44.000
44.050
44.100
44.150
44.200
44.250
44.300
44.350
44.400
44.450
44.500
44.550
44.600
44.650
44.700
44.750
44.800
44.850
44.900
44.950
45.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-5th
10
10
12
EMB-4th
EMB-4th
7 9
12
M/s. SAI MAATARINI TOLLWAYS LIMITED
7
15 8 14
9
15 8
13
12
13
11
EMB-3rd
17 12
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-5th
17 12
EMB-Top
7
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 35
RHS
Chainage
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
M/s. SAI MAATARINI TOLLWAYS LIMITED
OGL Record
OGL FDD
Exc upto Emb Top
8
Exc upto Emb Top
EMB-1st
Exc upto Emb Top
EMB-2nd
9
Exc upto Emb Top
EMB-3rd
7
EXC upto Emb Top
EMB-4th
9
EXC upto Emb Top
EMB-5th
EXC upto Emb Top
EMB-6th
45.000
45.050
45.100
45.150
45.200
45.250
45.300
45.350
45.400
45.450
45.500
45.550
45.600
45.650
45.700
45.750
45.800
45.850
45.900
45.950
46.000
46.050
46.100
46.150
46.200
46.250
46.300
46.350
46.400
46.450
46.500
46.550
46.600
46.650
46.700
46.750
46.800
46.850
46.900
46.950
47.000
47.050
47.100
47.150
47.200
47.250
47.300
47.350
47.400
47.450
47.500
47.550
47.600
47.650
47.700
47.750
47.800
47.850
47.900
47.950
48.000
48.050
48.100
48.150
48.200
48.250
48.300
48.350
48.400
48.450
48.500
48.550
48.600
48.650
48.700
48.750
48.800
48.850
48.900
48.950
49.000
49.050
49.100
49.150
49.200
49.250
49.300
49.350
49.400
49.450
49.500
49.550
49.600
49.650
49.700
49.750
49.800
49.850
49.900
49.950
50.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
17
22
12
9
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C
&G
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 36
RHS
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
Chainage
13
7
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
M/s. SAI MAATARINI TOLLWAYS LIMITED
10
Exc upto Emb. Top
18
Exc upto Emb. Top
EMB-4th
Exc upto Emb. Top
EMB-6th
50.000
50.050
50.100
50.150
50.200
50.250
50.300
50.350
50.400
50.450
50.500
50.550
50.600
50.650
50.700
50.750
50.800
50.850
50.900
50.950
51.000
51.050
51.100
51.150
51.200
51.250
51.300
51.350
51.400
51.450
51.500
51.550
51.600
51.650
51.700
51.750
51.800
51.850
51.900
51.950
52.000
52.050
52.100
52.150
52.200
52.250
52.300
52.350
52.400
52.450
52.500
52.550
52.600
52.650
52.700
52.750
52.800
52.850
52.900
52.950
53.000
53.050
53.100
53.150
53.200
53.250
53.300
53.350
53.400
53.450
53.500
53.550
53.600
53.650
53.700
53.750
53.800
53.850
53.900
53.950
54.000
54.050
54.100
54.150
54.200
54.250
54.300
54.350
54.400
54.450
54.500
54.550
54.600
54.650
54.700
54.750
54.800
54.850
54.900
54.950
55.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-5th
13
7
9
C&G
OGL Samp.
Testing
OGL Samp.
Testing
&G
C
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 37
RHS
EMB-3rd
Chainage
EMB-6th
7
M/s. SAI MAATARINI TOLLWAYS LIMITED
56.700
56.750
56.800
56.850
56.900
56.950
57.000
57.050
57.100
57.150
57.200
57.250
57.300
57.350
57.400
57.450
57.500
57.550
57.600
57.650
57.700
57.750
57.800
57.850
57.900
57.950
58.000
58.050
58.100
58.150
58.200
58.250
58.300
58.350
58.400
58.450
58.500
58.550
58.600
58.650
58.700
58.750
58.800
58.850
58.900
58.950
59.000
59.050
59.100
59.150
59.200
59.250
59.300
59.350
59.400
59.450
59.500
59.550
59.600
59.650
59.700
59.750
59.800
59.850
59.900
59.950
60.000
EMB-4th
9th layer
18th layer
17th layer
EMB-5th
55.000
55.050
55.100
55.150
55.200
55.250
55.300
55.350
55.400
55.450
55.500
55.550
55.600
55.650
55.700
55.750
55.800
55.850
55.900
55.950
56.000
56.050
56.100
56.150
56.200
56.250
56.300
56.350
56.400
56.450
56.500
56.550
56.600
56.650
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
7
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-Top
30 17
11
13
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 38
RHS
Chainage
65.000
65.050
65.100
65.150
65.200
65.250
65.300
65.350
65.400
65.450
65.500
65.550
65.600
65.650
65.700
65.750
65.800
65.850
65.900
65.950
66.000
66.050
66.100
66.150
66.200
66.250
66.300
66.350
66.400
66.450
66.500
66.550
66.600
66.650
66.700
66.750
66.800
66.850
66.900
66.950
67.000
67.050
67.100
67.150
67.200
67.250
67.300
67.350
67.400
67.450
67.500
67.550
67.600
67.650
67.700
67.750
67.800
67.850
67.900
67.950
68.000
68.050
68.100
68.150
68.200
68.250
68.300
68.350
68.400
68.450
68.500
68.550
68.600
68.650
68.700
68.750
68.800
68.850
68.900
68.950
69.000
69.050
69.100
69.150
69.200
69.250
69.300
69.350
69.400
69.450
69.500
69.550
69.600
69.650
69.700
69.750
69.800
69.850
69.900
69.950
70.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 39
RHS
Chainage
75.000
75.050
75.100
75.150
75.200
75.250
75.300
75.350
75.400
75.450
75.500
75.550
75.600
75.650
75.700
75.750
75.800
75.850
75.900
75.950
76.000
76.050
76.100
76.150
76.200
76.250
76.300
76.350
76.400
76.450
76.500
76.550
76.600
76.650
76.700
76.750
76.800
76.850
76.900
76.950
77.000
77.050
77.100
77.150
77.200
77.250
77.300
77.350
77.400
77.450
77.500
77.550
77.600
77.650
77.700
77.750
77.800
77.850
77.900
77.950
78.000
78.050
78.100
78.150
78.200
78.250
78.300
78.350
78.400
78.450
78.500
78.550
78.600
78.650
78.700
78.750
78.800
78.850
78.900
78.950
79.000
79.050
79.100
79.150
79.200
79.250
79.300
79.350
79.400
79.450
79.500
79.550
79.600
79.650
79.700
79.750
79.800
79.850
79.900
79.950
80.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 40
RHS
Chainage
80.000
80.050
80.100
80.150
80.200
80.250
80.300
80.350
80.400
80.450
80.500
80.550
80.600
80.650
80.700
80.750
80.800
80.850
80.900
80.950
81.000
81.050
81.100
81.150
81.200
81.250
81.300
81.350
81.400
81.450
81.500
81.550
81.600
81.650
81.700
81.750
81.800
81.850
81.900
81.950
82.000
82.050
82.100
82.150
82.200
82.250
82.300
82.350
82.400
82.450
82.500
82.550
82.600
82.650
82.700
82.750
82.800
82.850
82.900
82.950
83.000
83.050
83.100
83.150
83.200
83.250
83.300
83.350
83.400
83.450
83.500
83.550
83.600
83.650
83.700
83.750
83.800
83.850
83.900
83.950
84.000
84.050
84.100
84.150
84.200
84.250
84.300
84.350
84.400
84.450
84.500
84.550
84.600
84.650
84.700
84.750
84.800
84.850
84.900
84.950
85.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 41
RHS
Chainage
EMB-6th
85.000
85.050
85.100
85.150
85.200
85.250
85.300
85.350
85.400
85.450
85.500
85.550
85.600
85.650
85.700
85.750
85.800
85.850
85.900
85.950
86.000
86.050
86.100
86.150
86.200
86.250
86.300
86.350
86.400
86.450
86.500
86.550
86.600
86.650
86.700
86.750
86.800
86.850
86.900
86.950
87.000
87.050
87.100
87.150
87.200
87.250
87.300
87.350
87.400
87.450
87.500
87.550
87.600
87.650
87.700
87.750
87.800
87.850
87.900
87.950
88.000
88.050
88.100
88.150
88.200
88.250
88.300
88.350
88.400
88.450
88.500
88.550
88.600
88.650
88.700
88.750
88.800
88.850
88.900
88.950
89.000
89.050
89.100
89.150
89.200
89.250
89.300
89.350
89.400
89.450
89.500
89.550
89.600
89.650
89.700
89.750
89.800
89.850
89.900
89.950
90.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
9
EMB-4th
EMB-3rd
Exc upto Emb. Top
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-Top
9
7
M/s. SAI MAATARINI TOLLWAYS LIMITED
11
10
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 42
RHS
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
Layer
EMB-6th
11th
EMB-2nd
Layer
Layer
Layer
EMB-3rd
8th
10th
7th
EMB-4th
7th Layer
EMB-5th
9thLayer
Chainage
90.000
90.050
90.100
90.150
90.200
90.250
90.300
90.350
90.400
90.450
90.500
90.550
90.600
90.650
90.700
90.750
90.800
90.850
90.900
90.950
91.000
91.050
91.100
91.150
91.200
91.250
91.300
91.350
91.400
91.450
91.500
91.550
91.600
91.650
91.700
91.750
91.800
91.850
91.900
91.950
92.000
92.050
92.100
92.150
92.200
92.250
92.300
92.350
92.400
92.450
92.500
92.550
92.600
92.650
92.700
92.750
92.800
92.850
92.900
92.950
93.000
93.050
93.100
93.150
93.200
93.250
93.300
93.350
93.400
93.450
93.500
93.550
93.600
93.650
93.700
93.750
93.800
93.850
93.900
93.950
94.000
94.050
94.100
94.150
94.200
94.250
94.300
94.350
94.400
94.450
94.500
94.550
94.600
94.650
94.700
94.750
94.800
94.850
94.900
94.950
95.000
9th
Layer
12th Layer
8th
Layer
EMB-2nd
EMB-1st
OGL Record
OGL FDD
OGL Record
Exc. Upto Emb. Top
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
11
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
EMB-1st
Hardrock
Rock
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 43
RHS
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
OGL Samp.
Testing
Chainage
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
Exc. upto E. Top
EMB-4th
Exc. Upto Emb. Top
Exc. Upto Emb. Top
EMB-5th
95.000
95.050
95.100
95.150
95.200
95.250
95.300
95.350
95.400
95.450
95.500
95.550
95.600
95.650
95.700
95.750
95.800
95.850
95.900
95.950
96.000
96.050
96.100
96.150
96.200
96.250
96.300
96.350
96.400
96.450
96.500
96.550
96.600
96.650
96.700
96.750
96.800
96.850
96.900
96.950
97.000
97.050
97.100
97.150
97.200
97.250
97.300
97.350
97.400
97.450
97.500
97.550
97.600
97.650
97.700
97.750
97.800
97.850
97.900
97.950
98.000
98.050
98.100
98.150
98.200
98.250
98.300
98.350
98.400
98.450
98.500
98.550
98.600
98.650
98.700
98.750
98.800
98.850
98.900
98.950
99.000
99.050
99.100
99.150
99.200
99.250
99.300
99.350
99.400
99.450
99.500
99.550
99.600
99.650
99.700
99.750
99.800
99.850
99.900
99.950
100.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
C&G
OGL Samp.
Testing
C
&G
OGL FDD
OGL Record
EMB-1st
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 44
RHS
EMB-3rd
EMB-1st
OGL Record
OGL FDD
OGL Samp.
Testing
Chainage
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
Exc. Upto Emb. Top
Exc. Upto Emb. Top
EMB-2nd
Exc. Upto Emb. Top
EMB-4th
9th Layer
EMB-5th
100.000
100.050
100.100
100.150
100.200
100.250
100.300
100.350
100.400
100.450
100.500
100.550
100.600
100.650
100.700
100.750
100.800
100.850
100.900
100.950
101.000
101.050
101.100
101.150
101.200
101.250
101.300
101.350
101.400
101.450
101.500
101.550
101.600
101.650
101.700
101.750
101.800
101.850
101.900
101.950
102.000
102.050
102.100
102.150
102.200
102.250
102.300
102.350
102.400
102.450
102.500
102.550
102.600
102.650
102.700
102.750
102.800
102.850
102.900
102.950
103.000
103.050
103.100
103.150
103.200
103.250
103.300
103.350
103.400
103.450
103.500
103.550
103.600
103.650
103.700
103.750
103.800
103.850
103.900
103.950
104.000
104.050
104.100
104.150
104.200
104.250
104.300
104.350
104.400
104.450
104.500
104.550
104.600
104.650
104.700
104.750
104.800
104.850
104.900
104.950
105.000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
C&G
OGL Samp.
Testing
C
&G
EMB-6th
EMB-Top
M/s. SAI MAATARINI TOLLWAYS LIMITED
12
8
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 45
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
13th layer
13th layer
11th layer
11th layer
9th layer
8th layer
8th layer
20th layer
13th layer
15th layer
21th layer
Page 46
9th layer
15th layer
10th layer
11th layer
9th layer
8th layer
Minor Bridge
Compensation not paid
7th layer
Minor Bridge
Chainage
Temple
8thLayer
15th layer
10th layer
11th layer
8th layer
8th Layer
Minor Bridge
Compensation not paid
Minor Bridge
21th layer
12th layer
7th layer
11th layer
17th layer
17th layer
8th layer
11th Layer
11th Layer
8th Layer
Excavation upto Emb. Top Layer
8th Layer
Temple
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
113+000
113+050
113+100
113+150
113+200
113+250
113+300
113+350
113+400
113+450
113+500
113+550
113+600
113+650
113+700
113+750
113+800
113+850
113+900
113+950
114+000
114+050
114+100
114+150
114+200
114+250
114+300
114+350
114+400
114+450
114+500
114+550
114+600
114+650
114+700
114+750
114+800
114+850
114+900
114+950
115+000
115+050
115+100
115+150
115+200
115+250
115+300
115+350
115+400
115+450
115+500
115+550
115+600
115+650
115+700
115+750
115+800
115+850
115+900
115+950
116+000
116+050
116+100
116+150
116+200
116+250
116+300
116+350
116+400
116+450
116+500
116+550
116+600
116+650
116+700
116+750
116+800
116+850
116+900
116+950
117+000
117+050
117+100
117+150
117+200
117+250
117+300
117+350
117+400
117+450
117+500
117+550
117+600
117+650
117+700
117+750
117+800
117+850
117+900
117+950
118+000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 47
10th layer
Excavation upto Emb Top Layer
Excavation upto Emb Top layer
Excavation upto Subgrade Top layer
13th layer
7th layer
7th layer
12th layer
11th layer
12th layer
15th layer
12th layer
13th layer
Chainage
118+000
118+050
118+100
118+150
118+200
118+250
118+300
118+350
118+400
118+450
118+500
118+550
118+600
118+650
118+700
118+750
118+800
118+850
118+900
118+950
119+000
119+050
119+100
119+150
119+200
119+250
119+300
119+350
119+400
119+450
119+500
119+550
119+600
119+650
119+700
119+750
119+800
119+850
119+900
119+950
120+000
120+050
120+100
120+150
120+200
120+250
120+300
120+350
120+400
120+450
120+500
120+550
120+600
120+650
120+700
120+750
120+800
120+850
120+900
120+950
121+000
121+050
121+100
121+150
121+200
121+250
121+300
121+350
121+400
121+450
121+500
121+550
121+600
121+650
121+700
121+750
121+800
121+850
121+900
121+950
122+000
122+050
122+100
122+150
122+200
122+250
122+300
122+350
122+400
122+450
122+500
122+550
122+600
122+650
122+700
122+750
122+800
122+850
122+900
122+950
123+000
10th layer
8th layer
Excavation upto Emb Top Layer
7th layer
8th layer
7th layer
10th layer
9th layer
14th layer
11th layer
12th layer
15th layer
14th layer
13th layer
11th layer
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
11th layer
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
RHS
Chainage
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
123+000
123+050
123+100
123+150
123+200
10th layer
123+250
8th layer
123+300
123+350
123+400
123+450
Excavation Upto Emb Top Layer123+500
123+550
123+600
123+650
Excavation Upto Emb Top Layer123+700
123+750
123+800
123+850
123+900
123+950
15th layer
124+000
124+050
124+100
124+150
124+200
124+250
124+300
124+350
Excavation Upto Emb Top Layer
124+400
124+450
124+500
Excavation Upto Emb Top Layer124+550
124+600
124+650
124+700
124+750
124+800
124+850
124+900
124+950
125+000
125+050
125+100
125+150
125+200
125+250
125+300
125+350
125+400
125+450
125+500
125+550
125+600
125+650
11th layer
125+700
125+750
125+800
125+850
18th layer
125+900
125+950
126+000
16th layer
126+050
126+100
126+150
15th layer
126+200
126+250
126+300
126+350
126+400
126+450
7th layer
126+500
126+550
8th layer
126+600
126+650
126+700
126+750
126+800
126+850
126+900
126+950
127+000
127+050
127+100
127+150
10th layer
127+200
127+250
127+300
127+350
17th layer
127+400
127+450
127+500
127+550
127+600
13th layer
127+650
127+700
127+750
127+800
Excavation upto Emb Top Layer
127+850
127+900
127+950
128+000
M/s. SAI MAATARINI TOLLWAYS LIMITED
Excavation Upto Emb Top Layer
Excavation Upto
Emb Top Layer
8th layer
10 th layer
12th layer
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
12th layer
LHS
. .
. . . . . . . . . .
Fly-over Area
12th layer
18th layer
17th layer
12th layer
7th layer
8th layer
7th layer
8th layer
14th layer
14th layer
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Fly-over Area
Page 48
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
7th layer
EXCAVATION
15th layer
Electrical Line
VUP Structure
RWSS Pipe line,
12th layer
10th layer
8th layer
10th layer
11 th layer
8th layer
9th layer
7th layer
11th layer
VUP Structure
13th layer
13th layer
8th layer
Excavation Upto Emb Top Layer
Compensation Not Paid
Excavation Upto Emb Top Layer
EXCAVATION
Excavation upto Emb Top Layer
8th layer
M/s. SAI MAATARINI TOLLWAYS LIMITED
8th layer
7th layer
10th layer
12th layer
8th layer
11th layer
Chainage
8th layer
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
128+000
128+050
128+100
128+150
128+200
128+250
128+300
128+350
128+400
128+450
128+500
128+550
128+600
128+650
128+700
128+750
128+800
128+850
128+900
128+950
129+000
129+050
129+100
129+150
129+200
129+250
129+300
129+350
129+400
129+450
129+500
129+550
129+600
129+650
129+700
129+750
129+800
129+850
129+900
129+950
130+000
130+050
130+100
130+150
130+200
130+250
130+300
130+350
130+400
130+450
130+500
130+550
130+600
130+650
130+700
130+750
130+800
130+850
130+900
130+950
131+000
131+050
131+100
131+150
131+200
131+250
131+300
131+350
131+400
131+450
131+500
131+550
131+600
131+650
131+700
131+750
131+800
131+850
131+900
131+950
132+000
132+050
132+100
132+150
132+200
132+250
132+300
132+350
132+400
132+450
132+500
132+550
132+600
132+650
132+700
132+750
132+800
132+850
132+900
132+950
133+000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Page 49
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
133+000
133+050
133+100
133+150
133+200
133+250
10th layer
133+300
133+350
133+400
133+450
133+500
Excavation was done but RFI was not raised
133+550
133+600
133+650
133+700
133+750
133+800
133+850
133+900
133+950
134+000
134+050
134+100
134+150
134+200
134+250
134+300
134+350
134+400
10th layer
134+450
134+500
134+550
134+600
9th layer
134+650
134+700
134+750
134+800
Excavation upto Emb Top Layer
134+850
134+900
134+950
135+000
135+050
135+100
135+150
135+200
135+250
135+300
135+350
135+400
135+450
135+500
135+550
135+600
135+650
135+700
135+750
135+800
135+850
135+900
135+950
136+000
136+050
136+100
136+150
136+200
136+250
136+300
136+350
136+400
136+450
136+500
PUP Structure
136+550
136+600
136+650
136+700
136+750
136+800
136+850
136+900
136+950
137+000
137+050
137+100
137+150
137+200
137+250
137+300
137+350
137+400
137+450
137+500
137+550
137+600
137+650
137+700
137+750
137+800
137+850
137+900
137+950
138+000
Chainage
15th layer
LHS
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
9th layer
10th layer
M/s. SAI MAATARINI TOLLWAYS LIMITED
7th layer
8th layer
7th layer
10th layer
8th layer
12th layer
10th layer
11th layer
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Page 50
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
12th layer
Major Bridge Area
8th layer
7th layer
9th layer
Chainage
9th layer
Major Bridge Area
12th layer
9th layer
8th layer
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
138+000
138+050
138+100
138+150
138+200
138+250
138+300
138+350
138+400
138+450
138+500
138+550
138+600
138+650
138+700
138+750
138+800
138+850
138+900
138+950
139+000
139+050
139+100
139+150
139+200
139+250
139+300
139+350
139+400
139+450
139+500
139+550
139+600
139+650
139+700
139+750
139+800
139+850
139+900
139+950
140+000
140+050
140+100
140+150
140+200
140+250
140+300
140+350
140+400
140+450
140+500
140+550
140+600
140+650
140+700
140+750
140+800
140+850
140+900
140+950
141+000
141+050
141+100
141+150
141+200
141+250
141+300
141+350
141+400
141+450
141+500
141+550
141+600
141+650
141+700
141+750
141+800
141+850
141+900
141+950
142+000
142+050
142+100
142+150
142+200
142+250
142+300
142+350
142+400
142+450
142+500
142+550
142+600
142+650
142+700
142+750
142+800
142+850
142+900
142+950
143+000
LHS
8th layer
6th layer
12th layer
12th layer
12th layer
11th layer
7th layer
8th layer
Govt Structure
(Temple, School &
Club)
9th layer
12th layer
10th layer
9th layer
7th layer
8th layer
8th layer
11th layer
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Page 51
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
8th layer
7th layer
exc upto emb top
9th layer
9th layer
9th layer
6th layer
exc upto emb top
Excavation upto emb top
Tangarani Reserve Forest
Exc upto emb top
Chainage
exc upto emb top
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
143+000
143+050
143+100
143+150
143+200
143+250
143+300
143+350
143+400
143+450
143+500
143+550
143+600
143+650
143+700
143+750
143+800
143+850
143+900
143+950
144+000
144+050
144+100
144+150
144+200
144+250
144+300
144+350
144+400
144+450
144+500
144+550
144+600
144+650
144+700
144+750
144+800
144+850
144+900
144+950
145+000
145+050
145+100
145+150
145+200
145+250
145+300
145+350
145+400
145+450
145+500
145+550
145+600
145+650
145+700
145+750
145+800
145+850
145+900
145+950
146+000
146+050
146+100
146+150
146+200
146+250
146+300
146+350
146+400
146+450
146+500
146+550
146+600
146+650
146+700
146+750
146+800
146+850
146+900
146+950
147+000
147+050
147+100
147+150
147+200
147+250
147+300
147+350
147+400
147+450
147+500
147+550
147+600
147+650
147+700
147+750
147+800
147+850
147+900
147+950
148+000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
9th layer
Page 52
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
Major Bridge Area
7th layer
11th layer
12th layer
8th layer
Excavation upto Emb top
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
IOCl Petrol Pump
Chainage
148+000
148+050
148+100
148+150
148+200
148+250
148+300
148+350
148+400
148+450
148+500
148+550
148+600
148+650
148+700
148+750
148+800
148+850
148+900
148+950
149+000
149+050
149+100
149+150
149+200
149+250
149+300
149+350
149+400
149+450
149+500
149+550
149+600
149+650
149+700
149+750
149+800
149+850
149+900
149+950
150+000
150+050
150+100
150+150
150+200
150+250
150+300
150+350
150+400
150+450
150+500
150+550
150+600
150+650
150+700
150+750
150+800
150+850
150+900
150+950
151+000
151+050
151+100
151+150
151+200
151+250
151+300
151+350
151+400
151+450
151+500
151+550
151+600
151+650
151+700
151+750
151+800
151+850
151+900
151+950
152+000
152+050
152+100
152+150
152+200
152+250
152+300
152+350
152+400
152+450
152+500
152+550
152+600
152+650
152+700
152+750
152+800
152+850
152+900
152+950
153+000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Minor
Bridge
Page 53
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
9th layer
M/s. SAI MAATARINI TOLLWAYS LIMITED
Minor
Bridge
Area
Govt
Structure
(School)
7th layer
Minor
Bridge
Area
7th layer
7th layer
8th layer
12th layer
7th layer
7th layer
11th layer
Exc upto Emb top
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
7th layer
7th layer
Chainage
153+000
153+050
153+100
153+150
153+200
153+250
153+300
153+350
153+400
153+450
153+500
153+550
153+600
153+650
153+700
153+750
153+800
153+850
153+900
153+950
154+000
154+050
154+100
154+150
154+200
154+250
154+300
154+350
154+400
154+450
154+500
154+550
154+600
154+650
154+700
154+750
154+800
154+850
154+900
154+950
155+000
155+050
155+100
155+150
155+200
155+250
155+300
155+350
155+400
155+450
155+500
155+550
155+600
155+650
155+700
155+750
155+800
155+850
155+900
155+950
156+000
156+050
156+100
156+150
156+200
156+250
156+300
156+350
156+400
156+450
156+500
156+550
156+600
156+650
156+700
156+750
156+800
156+850
156+900
156+950
157+000
157+050
157+100
157+150
157+200
157+250
157+300
157+350
157+400
157+450
157+500
157+550
157+600
157+650
157+700
157+750
157+800
157+850
157+900
157+950
158+000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Reserve Forest
Page 54
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
SAND FILLING
EXCAVATION
8th layer
Excavation Upto Top Layer
9th layer
8th layer
7th layer
9th layer
10th layer
14th layer
12th layer
EXCAVATION
7th layer
8th layer
Box Culvert Gap
9th layer
13th layer
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
16th layer
15th layer
12th layer
10th layer
Box Culvert Gap
Reserve Forest
Chainage
158+000
158+050
158+100
158+150
158+200
158+250
158+300
158+350
158+400
158+450
158+500
158+550
158+600
158+650
158+700
158+750
158+800
158+850
158+900
158+950
159+000
159+050
159+100
159+150
159+200
159+250
159+300
159+350
159+400
159+450
159+500
159+550
159+600
159+650
159+700
159+750
159+800
159+850
159+900
159+950
160+000
160+050
160+100
160+150
160+200
160+250
160+300
160+350
160+400
160+450
160+500
160+550
160+600
160+650
160+700
160+750
160+800
160+850
160+900
160+950
161+000
161+050
161+100
161+150
161+200
161+250
161+300
161+350
161+400
161+450
161+500
161+550
161+600
161+650
161+700
161+750
161+800
161+850
161+900
161+950
162+000
162+050
162+100
162+150
162+200
162+250
162+300
162+350
162+400
162+450
162+500
162+550
162+600
162+650
162+700
162+750
162+800
162+850
162+900
162+950
163+000
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Page 55
RHS
OGL Samp. Testing
C&G
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
KERB
DBM
BC
M/s. SAI MAATARINI TOLLWAYS LIMITED
9th layer
Minor Bridge
11th layer
9th layer
7th layer
9th layer
8th layer
PUP Structure
8th layer
10th layer
11th layer
Excavation Upto Emb Top
8th layer
Minor Bridge
Minor Bridge
10th layer
9th layer
11th layer
12th layer
14th layer
15th layer
18th layer
PUP Structure
7th layer
10th layer
7th layer
9th layer
Chainage
163+000
163+050
163+100
163+150
163+200
163+250
163+300
163+350
163+400
163+450
163+500
163+550
163+600
163+650
163+700
163+750
163+800
163+850
163+900
163+950
164+000
164+050
164+100
164+150
164+200
164+250
164+300
164+350
164+400
164+450
164+500
164+550
164+600
164+650
164+700
164+750
164+800
164+850
164+900
164+950
165+000
165+050
165+100
165+150
165+200
165+250
165+300
165+350
Layer165+400
165+450
165+500
165+550
165+600
165+650
165+700
165+750
165+800
165+850
165+900
165+950
166+000
166+050
166+100
166+150
166+200
BC
DBM
KERB
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-1st
OGL Record
OGL FDD
C&G
OGL Samp. Testing
Minor Bridge
LHS
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Page 56
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
7.1. Progress of Major Bridges
Foundation
Sl.
No.
Chainage
1
35+342
Sub-str
Super-str
Side
Scope
Complete
(%)
Scope
Complete
(%)
2
0.46
23.23%
Not Started due to resistance / deadlock created by adjacent Belbahali Villagers
LHS
RHS
COMPLETED
Sl.
No.
1
IN PROGRESS
Foundation
Chainage
Sub-str
Super-str
Side
A1
P1
P2
P3
P4
A2
A1
P1
P2
P3
P4
A2
LHS
0
0
0
0
0
0
0
0
0
0
0
0
RHS
1
1
1
1
1
1
0.6
0.85
0.85
0.85
1
1
A1P1
P1P2
P2-P3
56+800
COMPLETED
Chainage
1
83+568
Side
P4-A2
Girder
casting in
progress
Girder
Casted
IN PROGRESS
Foundation
Sl.
No.
P3-P4
23.23%
Sub-str
Super-str
A1
P1
P2
P3
P4
A2
A1
P1
P2
P3
P4
A2
LHS
0
0
0
0
0
0
0
0
0
0
0
0
RHS
1
1
1
1
1
1
1
1
0.9
0.8
0.9
1
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
A1P1
P1P2
P2-P3
P3-P4
P4-A2
Scope
Complete
(%)
2
0.48
24.17%
IN PROGRESS
24.17%
Page
57
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl.
No.
Chainage
1
108+058
Foundation
Side
Sub-str
Super-str
A1
P1
P2
P3
A2
A1
P1
P2
P3
A2
LHS
0
0
0
0
0
0
0
0
0
0
RHS
1
1
1
1
1
0.9
0.3
0.85
0.9
1
A1-P1
COMPLETED
Chainage
1
139+495
Sub-str
A1
P1
P2
P3
P4
P5
A2
A1
P1
P2
P3
P4
P5
A2
LHS
1
1
1
1
1
1
1
0.45
0.8
1
1
1
1
1
RHS
1
1
1
1
1
1
1
0.35
0.9
1
1
1
1
1
1
151+200
Scope
Complete
(%)
2
0.45
22.38%
22.38%
A1P1
P1-P2
P2P3
Scope Complete
P3P4
P4-P5
2
0.95
47.32%
47.32%
Sub-str
Side
A1
P1
P2
P3
P4
P5
P6
P7
P8
P9
A2
A1
P1
P2
P3
P4
P5
P6
P7
P8
P9
A2
LHS
0
0
0.65
0.65
0
1
1
1
1
1
0
0
0
0
0
0
1
1
1
1
0
0
RHS
0.1
1
1
0.85
0.15
1
1
1
0.15
1
1
0
0.2
0.2
0
0
1
1
1
0.2
0
0.4
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
IN PROGRESS
(%)
P5-A2
IN PROGRESS
Foundation
Chainage
P3-A2
Super-str
Side
COMPLETED
Sl.
No.
P2-P3
IN PROGRESS
Foundation
Sl.
No.
P1-P2
A1P1
P1P2
P2P3
P4P5
Super-str
P5P6P6
P7
P7P8
P8P9
Scope
Complete
(%)
2
0.51
25.63%
P9A2
25.63%
Page 58
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
7.2. Progress of Minor Bridges
Sl.
No
Chainage
1
17+100
2
22+017
3
Foundation
Sub structure
Super structure
Scope
Completed
(%)
BANDI RIVER
2
1.00
50.00%
ANDHARI RIVER
2
1.00
50.00%
24+818
GHAGIA NALLA
2
0.50
25.00%
4
25+543
KALLAPAL JORE
2
1.00
50.00%
5
31+982
2
0.85
42.50%
6
33+672
2
0.85
42.50%
7
36+512
SASAN RIVER
DHANAGHARA
NALLAH
KANNADIAPATA
RIVER
2
1.00
50.00%
8
40+071
2
0.10
5.00%
9
44+400
JHADESWAR RIVER
2
1.13
56.25%
10
49+422
MUHAN
2
1.00
50.00%
11
57+322
2
1.00
50.00%
12
67+297
2
1.00
50.00%
13
82+625
SAGADIA NALLAH
2
1.50
75.00%
14
95+410
SITA RIVER
2
0.50
25.00%
15
97+913
ANIADHAR
2
0.13
6.25%
16
106+926
RIVER
2
0.65
32.50%
17
111+551
KHALIGHAT
2
0.13
6.25%
18
116+160
New construction
2
0.95
47.50%
19
117+074
New construction
2
0.85
42.50%
20
143+235
New construction
2
0.85
42.50%
21
146+697
New construction
2
0.85
42.50%
22
148+547
New construction
2
0.45
22.50%
2
0.00
0.00%
(km)
Identification
LHS
RHS
LHS
RHS
LHS
RHS
These structures are not started due to impasse created by
villagers of Jhumpura since long time.
23
149+027
New construction
24
151+990
New construction
2
0.70
34.75%
25
153+843
New construction
2
0.70
34.75%
26
155+467
2
0.95
47.50%
27
156+771
New construction
New construction
2
2.00
100.00%
2
0.15
7.50%
2
0.85
42.50%
2
1.00
50.00%
Average
39.36%
28
158+252
29
163+037
30
166+003
New construction
New construction
New construction
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
IN PROGRESS
Page
59
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
7.3. Progress of ROBs
Sl.
No.
Chainage
1
9+233
Sl.
No.
Chainage
1
115+636
Foundation
Side
Sub-str
Super-str
A1
P1
P2
A2
A1
P1
P2
A2
LHS
1
1
1
1
0.9
0.7
0.8
0.9
RHS
1
1
1
1
0.7
0.8
0.8
0.9
Foundation
Side
A1
P1
Sub-str
A2
LHS
RHS
A1
P1
0.15
0.9
0.35
A1-P1
P1-P2
P2-A2
Super-str
A2
A1
P1
A2
0.8
COMPLETED
Scope
Complete
(%)
2
0.91
45.31%
Scope
Complete
(%)
2
0.55
27.50%
36.41%
IN PROGRESS
7.4. Progress of Flyover
Sl.
No.
1
CHAINAGE
125+284.500
SIDE
Foundation
Sub Structure
Super-Str (Girders)
A1
P1
P2
P3
A2
A1
P1
P2
P3
A2
LHS
1
1
1
1
1
1
1
1
1
1
RHS
1
1
1
1
1
1
1
1
1
1
Weg.
Actual
Avg.
25.00%
25.00%
25.00%
25.00%
A1-P1
P1-P2
P2-P3
Super-Str (Deck slab)
P3-A2
A1-P1
P1-P2
P2-P3
P3-A2
0.25
1
30.00%
3.75%
20.00%
0.00%
53.75%
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
IN PROGRESS
Page
60
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under NHDP
Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
7.5. Progress of Vehicular Under Passes (VUPs):
Sl.
No.
Design
chainage
1
10+673
2
Size
Foundation
Sub structure
Super structure
Scope
Completed
(%)
1 x 12.00 x 5.50
2
2.000
100.00%
20+038
1 x 12.00 x 5.50
2
2.000
100.00%
3
23+544
1 x 12.00 x 5.50
2
2.000
100%
4
29+857
1 x 12.00 x 5.50
2
1.000
50.00%
5
38+783
1 x 12.00 x 5.50
2
1.000
50.00%
6
42+133
1 x 12.00 x 5.50
2
2.000
100.00%
7
45+448
1 x 12.00 x 5.50
2
0.000
0.00%
8
53+382
1 x 12.00 x 5.50
2
2.000
100.00%
9
77+950
1 x 12.00 x 5.50
2
1.650
82.50%
10
90+500
1 x 12.00 x 5.50
2
0.750
37.50%
11
115+118
1 x 12 x 5.50
2
2.000
100.00%
12
117+685
1 x 12 x 5.50
2
2.000
100.00%
13
122+926
1 x 12 x 5.50
2
2.000
100.00%
14
128+846
1 x 12 x 5.50
2
2.000
100.00%
15
131+412
1 x12 x 5.5
2
2.000
100.00%
LHS
RHS
LHS
RHS
LHS
RHS
DELETED
COMPLETED
81.33%
IN PROGRESS
7.6. Progress of Pedestrian Under Passes (PUPs):
Sl.
No.
Design
Chainage
Size
1
05+665
2
Foundation
Sub structure
Super structure
Scope
Completed
(%)
1x5x3
2
2.000
100.00%
09+630
1 x 5.00 x 3.00
2
2.000
100.00%
3
15+838
1 x 5.00 x 3.00
2
1.350
67.50%
4
22+705
1 x 5.00 x 3.00
2
1.000
50.00%
5
24+505
1 x 5.00 x 3.00
2
0.000
0.00%
6
37+187
1x5x3
2
1.850
92.50%
7
40+838
1x5x3
2
2.000
100.00%
8
51+512
1x5x3
2
2.000
100.00%
9
76+800
1 x 5.0 x 3.0
2
0.000
0.00%
10
94+254
1 x 5.0 x 3.0
2
1.000
50.00%
11
109+676
1 x 5.0 x 3.0
2
2.000
100.00%
12
114+576
1x5x3
2
2.000
100.00%
13
118+272
1x5x3
2
2.000
100.00%
14
120+680
1x5x3
2
2.000
100.00%
15
126+981
1x5x3
2
2.000
100.00%
16
127+632
1x5x3
2
2.000
100.00%
17
136+518
1x5x3
2
2.000
100.00%
18
142+651
1x5x3
2
2.000
100.00%
LHS
RHS
LHS
M/s. SAI MAATARINI TOLLWAYS LIMITED
RHS
LHS
RHS
Page
61
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl.
No.
Design
Chainage
Size
19
149+792
20
21
Foundation
Sub structure
Super structure
Scope
Completed
(%)
1x5x3
2
0.750
37.50%
156+099
1x5x3
2
2.000
100.00%
164+267
1x5x3
2
2.000
100.00%
LHS
RHS
LHS
RHS
LHS
COMPLETED
RHS
IN PROGRESS
80.83%
7.7. Progress of Culverts (Pipe/Box/Slab):
Sl. No.
Chainage
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
01+177
02+115
03+051
03+452
03+871
04+363
05+069
05+956
08+556
09+140
11+370
11+600
12+376
13+060
13+266
13+952
14+240
14+700
15+680
16+382
17+375
17+563
18+300
19+901
20+627
20+783
21+070
21+224
21+692
21+852
23+015
23+430
23+925
25+956
26+360
27+075
27+494
27+753
28+147
28+732
28+927
30+105
30+307
30+646
31+295
32+319
32+460
32+646
33+125
34+252
Structure
Type
Box Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
Box Culvert
HP Culvert
HP Culvert
HP Culvert
Box Culvert
HP Culvert
HP Culvert
HP Culvert
Box Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
HP Culvert
Box Culvert
HP Culvert
HP Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Slab Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Foundation
LHS
RHS
Sub Structure
LHS
RHS
M/s. SAI MAATARINI TOLLWAYS LIMITED
Super Structure
LHS
RHS
Scope
Completed
(%)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
2
1.75
1.5
1.125
1.125
1
0.25
0.5
0.45
2
2
2
2
1
2
2
2
50.00%
100.00%
87.50%
75.00%
56.25%
56.25%
50.00%
12.50%
25.00%
22.50%
100.00%
100.00%
100.00%
100.00%
50.00%
100.00%
100.00%
100.00%
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
1
1.125
2
1.5
1.125
1.125
1
0.45
1
1
1
1
1
1
1
1
1
0.35
1
1
0.125
1
1
1
1
0.25
100.00%
100.00%
100.00%
100.00%
50.00%
50.00%
56.25%
100.00%
75.00%
56.25%
56.25%
50.00%
22.50%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
17.50%
50.00%
50.00%
6.25%
50.00%
50.00%
50.00%
50.00%
12.50%
DELETED
Page 62
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl. No.
Chainage
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
36+119
36+201
39+101
39+920
40+195
41+245
42+965
43+155
43+577
43+882
44+612
44+941
45+091
45+820
46+135
46+747
47+024
47+235
47+359
47+705
47+870
48+080
49+066
49+260
51+883
52+135
53+798
54+101
54+101
55+243
55+438
55+723
57+825
58+230
58+877
59+401
60+529
62+305
62+734
63+371
64+478
77+470
77+640
79+587
80+954
85+493
86+550
91+602
91+817
92+402
93+362
94+166
96+112
96+604
96+697
96+807
99+676
100+042
100+656
100+920
100+983
101+060
Structure
Type
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Foundation
LHS
RHS
Sub Structure
LHS
RHS
M/s. SAI MAATARINI TOLLWAYS LIMITED
Super Structure
LHS
RHS
Scope
Completed
(%)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
0.125
1
0.125
2
2
2
2
1.75
1.75
1.35
1.125
1.25
1.125
1
1
1.125
1
1
1
1
1
1
1
1
2
1
1
1
1
1
1
1
0.125
1
2
1
2
2
2
2
2
0.25
0.25
0.35
0.35
1
1
1.5
1.5
1
1
1
1
1
1
2
1
1
1
1
0.125
1
6.25%
50.00%
6.25%
100.00%
100.00%
100.00%
100.00%
87.50%
87.50%
67.50%
56.25%
62.50%
56.25%
50.00%
50.00%
56.25%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
100.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
6.25%
50.00%
100.00%
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
12.50%
12.50%
17.50%
17.50%
50.00%
50.00%
75.00%
75.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
100.00%
50.00%
50.00%
50.00%
50.00%
6.25%
50.00%
Page 63
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl. No.
Chainage
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
101+557
101+980
103+187
104+282
104+577
105+255
105+395
105+633
105+765
105+872
106+062
106+332
109+724
113+877
114+137
114+927
115+322
115+850
116+420
116+687
117+222
117+397
117+817
118+103
118+437
118+677
118+982
119+197
119+457
119+697
119+797
120+087
120+677
120+770
120+907
121+117
121+297
121+467
121+937
122+109
122+237
122+597
122+883
123+117
123+677
123+857
124+487
124+887
125+447
126+262
126+417
127+327
127+470
128+567
128+707
129+540
130+091
130+457
130+896
130+990
131+500
131+540
Structure
Type
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Slab Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Foundation
LHS
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Sub Structure
LHS
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
M/s. SAI MAATARINI TOLLWAYS LIMITED
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Super Structure
LHS
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Scope
Completed
(%)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
0.125
0.125
1
1
0.35
1
0.65
1
1.125
1
0.25
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
2
2
1
1
1
1
6.25%
6.25%
50.00%
50.00%
17.50%
50.00%
32.50%
50.00%
56.25%
50.00%
12.50%
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
50.00%
100.00%
100.00%
50.00%
50.00%
50.00%
50.00%
Page 64
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl. No.
Chainage
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
132+645
133+827
134+472
135+554
139+853
140+593
140+877
141+365
141+647
141+764
142+237
145+898
146+572
147+107
147+317
147+477
150+113
151+677
152+445
152+835
153+175
154+276
154+515
155+000
155+998
158+592
158+971
159+323
160+421
160+896
161+259
161+588
161+920
163+331
163+801
164+036
164+191
164+521
164+631
165+104
Structure
Type
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Slab Culvert
Foundation
LHS
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Sub Structure
LHS
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Super Structure
LHS
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
IN PROGRESS
Scope
Completed
(%)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
0.125
1
1
1
2
1
1
1
1
1
1
2
2
0.65
0.25
0.25
1.5
1
1
1
1
1
1
2
1
1
1
1
2
2
2
1
2
2
2
2
2
2
2
1
6.25%
50.00%
50.00%
50.00%
100.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
100.00%
100.00%
32.50%
12.50%
12.50%
75.00%
50.00%
50.00%
50.00%
50.00%
50.00%
50.00%
100.00%
50.00%
50.00%
50.00%
50.00%
100.00%
100.00%
100.00%
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
50.00%
66.93%
Page 65
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
8. Construction Constraints:
Concessionaire has communicated Constraints vide its Lr. No. 375 dated 25-09-2014 which is as follows
A. Land Acquisition:
(a) Jajpur District (Km 0+000 to Km 24+000) : Impediments
(b) HT lines at Km 7+010 & Km 7+670 :
(1.) OPTCL has been prepared the estimate of 220KV & 132 KV HT Lines and submitted
to Project Director vide their Lr. No. Tech/TL-2/140(9) dt. 16-01-15 & Tech/TL7/141(9) dt. 16-01-15 to a tune of Rs. 1,05,31,667/- & Rs. 36,27,296/- respectively.
(2.) Project Director vide their Lr. No. 7116 dated 18-03-2015 addressed GM(Electrical),
OPTCL, Jajpur Road to clarify 8 points before placing the funds
(c) Irrigation Culverts - 9 Nos (Lr. No. 416 dt: 20-09-14)
Ch: 23+500, 23+500, 20+280, 19+850, 18+490, 16+330, 7+300, 5+610 & 0+850
Based on the basic parameters received from PIU, the details were furnished
immediately to Sheladia on 25-03-2015 for preparation of GADs and Tentative estimates
(d) Govt./Religious Structures: 7 Nos. (Lr. No. 424 dt: 21-09-14,488 dt: 02-12-14 Lr. No. 500
dt:25-12-14)
Ch. 04+380, 14+600, 15+060, 15+960, 22+940, 23+005, 23+005
The guidelines on execution of Govt. / Religious Structures which are within PROW
were not given by PIU even by 31-01-2015 despite several requests for the last more
than 1 year.
The obstacles shown above to an extent of 17 nos. irrespective of their length are
adversely affecting the performance of Concessionaire in the entire 24Kms length.
Keonjhar District (Km 24+000 to Km 166+173): Impediments
(a) Realignment (2Kms) of Major Bridge at Km 35+315 (Lr. No. 524 dated 31-01-2015):
Belbahali villagers are fiercely or violently opposing the approved alignment despite
acceptance by Govt. of Odisa. The stalemate is yet to be resolved, though PD addressed
District Magistrate & Collector, Keonjhar vide Lr. No. 6888 dated 23-01-2015 to give
police protection to Concessionaire in the back drop of recommendation of 3 Member
committee constituted by Govt. of Odisha finalizing the alignment no-01 (as per C.A.) but
the Police force couldn’t stall violent mob fiercely sitting across the PROW objecting the
commencement execution of the realignment by Gayatri Projects Ltd., EPC Contractor.
(b) Govt./Religious Structures: 157 Nos. (Lr. No. 488 dt: 02-12-14 & Lr. No. 500 dt:25-12-14)
These structures affect the execution over a length of 26.50 KMs scattered over a length
of 142.173 Kms. i.e., 1 structures hinders at every 905meters on an average. No
guidelines were given on methodology to be adopted for new construction of these
structures till now, causing serious impediment within PROW for execution.
(c) Acquisition of left out plots in the earlier 3D notification for following stretches
requested for direct purchase (Lr. No. 503 dt: 30-12-2014)
Sl. No.
1
Name of Thasil
No of left out plots
Ghatagaon
M/s. SAI MAATARINI TOLLWAYS LIMITED
54
Additional Area (Acres)
3.940
Page 66
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl. No.
Name of Thasil
No of left out plots
Additional Area (Acres)
2
Ghasipura
86
3.850
3
4
Anandapur
Champua
19
4
1.050
1.100
5
Sadar
25
2.095
6
Jhumpura
6
0.560
194
12.595
Total :
(d) Irrigation Culvert - 22 Nos
Based on the basic parameters received from PIU, the details were furnished
immediately to Sheladia on 25-03-2015 for preparation of GADs and Tentative estimates.
(e) Change of Scope Notice for VUP at KM 115+118 (Lr. No. 500 dt:25-12-14)
(f) Obstruction of Siba temple @ Km 113+400 in Jamunalia (Lr. No. 500 dt:25-12-14)
(g) Left out structures in 46 locations in Keonjhar District (Lr. No. 500 dt:25-12-14)
(h) Stalemate in Arshala Village Km 149+300 to 150+500 (Lr. No. 500 dt:25-12-14)
(i) Minor Bridges at KM 148+457 & Km 149+027 (2 Nos) in Jumpura Bypass at Bhaluka
village (Lr. No. 500 dt:25-12-14)
(j) Prevention of execution in between Km 166+000 to Km 166+173 by villagers for higher
compensation. (This issue was discussed in Review Meeting on 03-09-14 & 24-09-2014,
Lr. No. 500 dt:25-12-14).
B. Forest Land Diversion Proposal:
Obtained from MoEF vide Order No. F.No. 8-01/2014-FC, GOI, MoEF, FC – Division, New Delhi,
dated 06-05-2014 for Stage-I clearance.
In regard the Stage-II Forest Clearance, the user agency is permitted vide MoEF & CC
order No. F.NO. 11-306/2014-FC, GOI, FC Division, New Delhi on 08-08-2014 to fell the
forest trees and use the land for the purpose of executing the project irrespective of
issuance of Stage-II clearance provided the user agency (NHAI) paid the requisite costs as
mentioned in the conditions laid down in stage-I forest clearance which was issued to
this project.
NHAI has deposited levies to a greater extent but still to deposit some more funds to
obtain tree felling permission in forest area ( “608 days time” from stipulated date vide
Cl. 10.3.4 of C.A. is lapsed by 31-03-2015).
C. Eviction of Encroachments:
Eviction of encroachments has been mostly completed in the entire project stretch except in
Arsala Village (Km149+300 to 151+150) & Gopinathpur to an extent of 250meters.
D. Govt. Land Alienation:
Jajpur District: 59 cases were filed with Vyasanagar Tahasil
Keonjhar District: 305 cases (Ghasipura-78, Anandpur-30, Ghatgaon-60, Sadar-97, Bansapal
(new)-3, Champua-10, Jhumpura (New) 27) were filed.
The alienation may take some time for official transfer of land to Authority by way of mutation.
Project Director has to take expeditious steps on the matter.
E. Court cases, Arbitration cases:
There are about 217 Arbitration cases in Keonjhar District and a dozen cases in Jajpur District.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 67
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
9.
a) Additional Scope: 31 Irrigation culverts are being taken up under additional scope as
deposit works of irrigation Department, Govt. of Odisha
b) Change of Scope:
1. 31 Nos. New Culverts pertaining to Irrigation Department:
Project Director has communicated in principle approval of these additional culverts vide Lr. No.
6067, dated 24-04-2014 for which Change of Scope Notice has to be issued for all 31 culverts as I.E.
vide Lr. No. 123 dated 30-05-2014 has communicated to PD, a comprehensive proposal on the
matter.
Project Director has been requested vide Concessionaire’s Lr. No. 384, dated 28-07-2014 to address
irrigation wings between Km 0+000 to Km 113+000 to request the latter to support GPL for joint
survey of 21 Irrigation Culverts falling within the area to exactly locate the crossing points on NH215, decide upon invert levels, exact size of vents etc., in order to communicate to Sheladia for
preparation of design & drawings with estimate at an early date, as GPL found that the Jr. level
officers are not cooperating for joint survey passing out the time. The stalemate still continues.
Therefore, the EPC Contractor proceeding ahead with Four-Laning unmindful on execution of
Irrigation culverts in the back drop of inordinate apathy of Irrigation department. However PD has
called for a meeting with irrigation department vide Lr. No.6325 & 6326 dt. 12-01-215 and
consequent joint visit, but the ultimate solution is yet to emerge.
Estimates for 11 nos culverts, upon approval of GADs, were prepared and submitted to P.D. in turn
I.E. scrutinized and submitted to P.D. vide their Lr. No. 217 dated 25-12-2014. PD. has to take action
to get the funds obtained from line department and 20% advance payment to be deposited to
Concessionaire pursuant to Cl. 16.3.1 of C.A.
2. VUP at KM 115+189 (MDR-Tulasichunura):
The Cost comparison between Single & Double cell VUP at Km 115+189 has been furnished to I.E.
vide this office Lr. No. 402 dated 14-11-2014. I.E., has verified the same and furnished to P.D. vide
their Lr. No. SAI/IC/02/200/2014, dated 21-11-2014. PD vide Lr. No. 6719 dated 11-12-14 addressed
I.E. to submit comprehensive report along with details justification for provision of double cell VUP
at Km 115+189 under change of scope under ARTICLE-16 of C.A. The Concessionaire vide Lr. No. 524
dated 31-01-2015 addressed to P.D. with a request to issue “Change of Scope Notice” without
further delay.
3. Additional box culvert size 2.5m x 2.5m:
Where genuine demands of public in different locations of project highway for providing PUPs
are raised, it has been decided by Manager(Tech.,), NHAI, TL, I.E., & EPC Contractor during their
joint inspection to site on 23-02-2014, to provide 2.5m X 2.5m size of Box Culverts to included in
Change of Scope in due course. Concessionaire vide Lr. No. 536 dated 26-02-2015 has notified the
same to PIU, providing comprehensive estimate to initiate for in principle approval from Authority in
respect of such box culvert pertaining to Section-2, GPL.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 68
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
10. Claims:
a. Extension of Time (EOT) for achieving Mile stones & Scheduled 4-Laning Date:
1. Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/023, dated 21-09-2013 addressed to I.E. for
E.O.T. – Delay in acceptance of Designs & Drawings by 1 year 3 months & accessibility of land of 72
Kms (43.37%) for Project Work.
2. Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/025, dated 22-09-2013 addressed to I.E. for
E.O.T. of 5 months – Delay in permissions / approvals for electrical utility shifting.
3. Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/055, dated 11-11-2013 addressed to I.E.
indicating the facts of delay on the obligation of NHAI before commencement of execution of 4laning pursuant to Cl. 12.4.1 of C.A.
4. Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/071, dated 23-11-2013 addressed to I.E. for
E.O.T. of 7 Month – Delay in Tree felling.
5. Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/075, dated 26-11-2013 addressed to I.E. for
E.O.T. of 7 Months.– Delay for shifting of RWSS & PH Pipe lines
6. Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/076, dated 26-11-2013 addressed to I.E. for
E.O.T. of 7 Months. – Delay in Tree felling.
7. Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/183, dated 10-03-2014 addressed to I.E. for
E.O.T. – Determination of extension of Time for all Milestones or the Scheduled Four Laning Date
and amendment for them as stipulated in Cl. 6 of Schedule-G and Cl. 12.4.2 of Concession
Agreement for the reasons of delay in obligations attributable to Authority / Independent
Engineer – Requested.
8. Lr. No. SAI/IC/03/241/2014, dated 27-03-2014 – I.E. has stated that the extension of time is not
justified and untenable without calling for verifying relevant documents, records of evidence from
either NHAI / Concessionaire. Thus the action of IE is arbitrary & indiscreet.
9. Lr. No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/309, dated 21-06-2014 addressed to I.E.
substantiating its claim for occurrence of Milestone-I with a detailed substance.
11. Disputes
a) Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/182, dated 10-03-2014 addressed to I.E. for
E.O.T. – Review of Design & Drawings by Independent Engineer pursuant to Cl. 12.3 of C.A. –
Abnormal delay in review of about 10 months from Appointed Date after submission of Design &
Drawings – Determination of Extension of Time for Project Milestones & Scheduled Four Laning
Date pursuant to Cl. 12.4.2 of C.A. and Cl. 3.1 (vii) & Cl. 8.2 Schedule-Q of C.A. – Requested.
b) Letter No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/183, dated 10-03-2014 addressed to I.E. for
E.O.T. – Determination of extension of Time for all Milestones or the Scheduled Four Laning Date
and amendment for them as stipulated in Cl. 6 of Schedule-G and Cl. 12.4.2 of Concession
Agreement for the reasons of delay in obligations attributable to Authority / Independent
Engineer – Requested.
c) In Lr. No. SAI/IC/03/247/2014, dated 01-04-2014 I.E. has rejected the plea of Concessionaire for
EOT for 10 months which was demanded vide Lr. No. 183 dated 10-03-2014.
d) In Lr. No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/211, dated 01-04-2014 Concessionaire has
informed I.E. that it would go for “Dispute Resolution” vide Cl. 44 of C.A. for the rejection made
vide Lr. No. 247 dated 01-04-2014.
e) Concessionaire vide its Lr. No. SMTL/P-R/NH-215/TSN-CGM/NHAI/2014-15/309, dated 18-042014 addressed to P.D. requesting him to restrain from imposing damages for Non-occurrence of
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 69
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
f)
g)
h)
i)
j)
k)
l)
m)
n)
o)
p)
q)
r)
s)
t)
u)
Milestone-1 as recommended by IE. vide their letter No. 1399 dated 04-04-2014, the contents of
which are not agreed to by Concessionaire who requested to maintain status quo until EOT case
under dispute is settled.
Concessionaire vides its Lr. No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/238, dated 21-04-2014
notified I.E. with a request to mediate and assist the parties to dispute for arriving at an amicable
settlement pursuant to Cl. 44.2 (conciliation) of C.A.
I.E. vide their Lr. No. SAI/IC/02/110/2014, dated 29-04-2014 informed P.D. on the intention of
Concessionaire for dispute resolution and narrated the provisions in Cl. 44.2 of C.A. with a copy
to Concessionaire.
Concessionaire vide its Lr. No. SMTL/P-R/NH-215/TSN-CGM/I.E./2014-15/254, dated 06-05-2014
requested IE to take up dispute resolution in consonance with Cl. 44.2 of C.A. through
conciliation.
Concessionaire vide its Lr. No. REF: SMTL/P-R/NH-215/TSN-CGM/NHAI/2013-14/325, dated 0905-2014 addressed to PD for EOT for 10 months
Concessionaire vode its Lr. No. SMTL/P-R/NH-215/TSN-CGM/NHAI/2013-14/326, dated 11-052014 addressed to PD for EOT for 10 months.
Concessionaire vide its Lr. No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/274, dated 17-05-2014
addressed to I.E. requested for EOT of 365 days for project milestones under various reasons.
Concessionaire vide its Lr. No. SMTL/P-R/NH-215/TSN-CGM/I.E./2013-14/278, dated 23-05-2014
addressed to I.E. requested for EOT of 365 days for project milestones under various reasons.
IE vide their Lr. No. SAI/IC/02/120/2014, dated 26-05-2014 addressed to P.D. asked to provide
details and documents related to action taken by PIU under Cl. 10.3 of C.A.
As a reply to PDs Lr. No. NHAI/11011/1/PKR(SMTPL)/2012/PIU/KJR/6162, dated 29-05-2014,
Concessionaire vide its Lr. No. SMTL/P-R/NH-215/TSN-CGM/NHAI/2013-14/342, dated 31-052014 has replied with its legitimate demand of EOT for 365 days as on 31-05-2014.
IE vide their Lr. No. SAI/IC/02/163/2014, dated 01-09-2014 addressed to P.D. asked to provide
details in letters shown in item (j) & (K) by Concessionaire (addressed to PD) and item no. (l) &
(m) by Concessionaire (addressed to I.E.) for taking necessary further action on conciliation.
COO, IE vide their Lr. No. SAI/4801/2014, dated 19-12-2014 requested Concessionaire to provide
comprehensive information on Dispute Resolution on EOT pursuant Cl. 44.2 of C.A. for finalizing
the scope of mediation.
Concessionaire vide Lr. No.446 dated 30-12-2014 addressed COO, IE has furnished the total
information in respect of EOT.
Concessionaire vide Lr. No. 503 dated 03-01-2015 addressed to PD with a copy to I.E. maintained
that they have right to claims under C.A.
Project Director vide their Lr. No. 6841 dated 13-01-2015 addressed COO, IE has given the latter
his opinion in the three bullet points.
I.E. vide Lr. No. 631 dated 18-02-2015 has communicated to Project Director & Concessionaire
the 1st Conciliation Meeting to be held on 05-03-2015 at 2:30 PM in I.E.’s office, Ahmadabad.
Concessionaire, after discussions and taking opinion of the Project Director, PIU, NHAI, Keonjhar
addressed Chief Operating Officer, I.E., Ahmadabad requesting him vide Lr. No. 497 dt: 25-2-15
to change the Venue to Bhubaneswar for holding the conciliation meeting on any convenient
dated mutually agreed by all parties.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 70
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
12. Non Conforming Product Notifications (NCPNs).
Sl.
No.
NCPN
No
I.E.'s Lr. No.
1
2
SAI/IC/03/178/
2013 Dt.08-022014
2
3
SAI/IC/03/179/
2014 Dt.10-022014
4
SAI/IC/03/188/
2014 Dt.14-022014
3
4
5
SAI/IC/03/196/
2014 Dt.17-022014
5
11
SAI/IC/03/223/
2014 Dt.0803-2014
6
14
SAI/IC/03/283/
2014 dt.0105-2014.
7
16
SAI/IC/03/374/
2014
8
18
SAI/IC/03/377/
2014
9
20
SAI/IC/03/431/
2014
Description
PMC Lr. No.
& Date
SMTL Lr. No.
& Date
Compliance
Major Bridge at Km 56+800 (A2). Since the Design related issues
(Founding Level) has not resolved/settled for Major Bridge at Km
56+800, the Concessionaire has constructed the Raft (A2) without
submission of compliance report, as IE designer's commented on
submitted design and drawings of aforementioned structure.
Fly Over at Km 125+284.5 (A2&P3). Since the Design related issues
(Overlapped pressure bulbs of Abutment & adjacent pier is not
considered in the design) has not resolved/settled for Fly Over at Km
125+284.5, the Concessionaire has constructed the Raft (A2&P3)
without submission of compliance report, as IE designer commented
on submitted design and drawings of aforementioned structure.
Km 146 (Batching Plant). Without Calibration of Admixture at Km
146 Batching Plant, Production of Concrete started.
SMTL/P-R/NHSheladia/PMC/
215/TSNNH-215/2013CGM/I.E./201414/97
Dt.
15/520
18-02-2014
dt.28-03-2015
Major Bridge at Ch. 56+800. 1st lift of Abutment/Return Wall: A2 1.
Haunch not provided as shown in the Drgs 2. Dowels for lap is very
SMTL/P-R/NHless (500mm to 1500mm instead of two layers as shown in the Sheladia/PMC/
215/TSNdrawings). 3. Vertical bars in Abutment wall are fixed in one layer NH-215/2013CGM/I.E./2013instead of two layer as shown in the drawings. 4. RFIs are not 14/122
Dt.
14/197
submitted but the Concessionaire for casting footing and 1st lift of
19-03-2014
Dt.19-03-2014
wall. 5. 1st lift of wall (Abutment & Return) is casted after all NCR has
been issued to Concessionaire.
AT Km 56+800 Major Bridge: As per IE designer comments,
concessionaire has to furnish the data of RQD, UCS and core recovery
for all abutments and piers for conformity of hard rock, but without
submission of aforesaid data PCC for P4 has been done and further
reinforcement has been placed for concrete (Raft) works. Hence it is
considered as non-conformity of work till submission of required of
necessary data.
Safety during Construction:
At Km 56+800 MAJOR BRIDGE: Foundation & walls of Pier P2, Pier P3
and Pier P4 are completed without submitting the confirmatory
Boring details and laboratory test results for IE’s review & comments.
Wherever the GSB laying is in progress thickness provided is not
uniform under the main carriageway, shoulders & median. GSB
thickness under median and shoulders is less than that of the main
carriageway. Locations: LHS – 113+600 – 113+880, 114+020 –
114+550, 114+590 – 114+770, 119+000 – 119+400, 119+580 120+080, 121+200 – 121+930, 122+000 – 122+090, 122+120 –
122+470, 123+380 – 123+600, 128+250 – 128+550, 130+600 –
130+900, 131+800 – 132+300, 132+960 – 133+300, 134+340 –
134+900, 135+060 – 135+560, 135+800 – 136+020, 137+320 –
137+560, 137+980 – 138+930,140+880 – 141+140, 160+740 –
160+800.
RHS – 113+600 – 113+880, 114+020 – 114+550, 114+590 – 114+770,
118+690 – 118+930, 119+000 – 120+380, 121+200 – 121+930,
122+000 – 122+090, 122+120 – 122+240, 122+280 – 122+470,
123+380 – 123+600, 126+450 – 126+640, 128+250 – 128+550,
129+440 – 129+800, 129+960 – 130+300, 132+960 – 133+300,
138+460 – 139+120, 158+400 – 158+570, 158+620 – 158+960,
159+000 – 159+300, 159+700 – 159+840, 160+610 – 160+700,
162+220 – 162+360.
Since the composition of crust thickness of road has not yet been
finalized. The Concessionaire has been carried out the DBM laying
operations with 90mm thickness and completed between Km 13+800
to Km 15+520 LHS & Km 16+110 to Km 19+500 (LHS). The executed
said work is being considered as a un concurred by I.E. until the
finalization pavement crust.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 71
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl.
No.
NCPN
No
I.E.'s Lr. No.
10
23
SAI/IC/03/438/
2014
11
24
SAI/IC/03/445/
2014
12
25
SAI/IC/03/456/
2015
13
26
SAI/IC/03/492/
2015
14
27
SAI/IC/03/493/
2015
15
28
SAI/IC/03/494/
2015
16
29
SAI/IC/03/495/
2015
PMC Lr. No.
& Date
Description
SMTL Lr. No.
& Date
Compliance
Km 151+200 (Major Bridge) – The GFC drawing of Major Bridge at
ch.151+200 has not been submitted to IE. But the work has been
started.
Km 119+020 to 119+060 (LHS) – The DBM layer has been laid whereas
pavement design and mix design is yet to be finalized.
Km10+673, 20+038, 23+544, 29+857, 42+133 – Without submission of
retaining wall design & drawings, the work is under progress at above
mentioned locations. Until the submission of said drawings, the
executed work is being considered as non-concurrence by IE.
VUP at Km 53+382 & 77+950 : Drawings & Design details of retaining
walls at above maintained VUP locations have not yet been submitted
to IE for review, but it is seen at site the aforesaid work is under
progress without having any GFC certification from IE. Until
submission of such required details, the executed work is being
considered as a non-acceptance from IE.
ECW: The BBD report along with pavement design details an ECW
(Existing Carriage Way) in pursuant to IRC 81 have not been
submitted IE for review. But it is seen at site all road works operations
are being carried out without approval of a plan and profile and
overlay design detail over existing road carriage way. Hence the
executed work has been considered as non-concurrence from IE.
DBM work: The compliance report as sought by IE Pavement Design
Engineer for final acceptance of pavement crust composition for New
Carriage Way and use of VG-40 grade Bitumen in the Project Highway
have not yet been furnished to IE. It is evident at site more than 35
Km DBM has already been constructed without concurrence from IE.
Km.115+118, Km.117+658, Km.122+926, Km.128+846, Km.131+412:
Drawings and Designs details of retaining walls at above maintained
VUP locations have not yet been submitted to IE for review, but it is
seen at site the aforesaid work is under progress without having any
GFC certification from IE. Until submission of such required details,
the executed work is being considered as a non-acceptance from IE.
13. Correspondence
INCOMING CORRESPONDENCE
Sl.
No.
1
Letter No.
Date
Subject
Encl:
Address To
CC:
SAI/IC/03/216/2014
03-Mar-14
Observation on portal type Minor Bridge
Yes
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
2
SAI/IC/03/217/2014
03-Mar-14
Observation on RCC Super Structure for Major Bridge at Ch.139+565.
Yes
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
3
SAI/IC/03/218/2014
06-Mar-14
Submission of Expenditure Statement.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
4
SAI/IC/03/219/2014
06-Mar-14
NCPN. No-09 Ch.140+600 to Ch.140+750.
Yes
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
5
SAI/IC/03/220/2014
06-Mar-14
NCPN-IO Ch.l35+060 to 135+250
Yes
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
6
SAI/IC/03/221/2014
08-Mar-14
Identification of Sub Grade Borrow Areas.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
7
SAI/IC/03/222/2014
08-Mar-14
Deployment of HM plants.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
8
SAI/IC/03/223/2014
08-Mar-14
Yes
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
9
SAI/IC/03/224/2014
08-Mar-14
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
10
SAI/IC/03/225/2014
08-Mar-14
Yes
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
11
SAI/IC/03/226/2014
10-Mar-14
Major Bridge at Km.56+800 -P4
Arrangement for factory visit for verification of SHYAM and SRMB
steel.
Non Comformity of Executed Embankment work at Km.23+100 to
23+380 LHS
Observation on Fly Over at Ch.125+281
Yes
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
12
SAI/IC/03/227/2014
10-Mar-14
Review of Borrow Areea No.44,48,49,50 & 54.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
13
SAI/IC/03/228/2014
10-Mar-14
Review of NCPN Closure
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
14
SAI/IC/03/229/2014
10-Mar-14
Review of Mix Designs M-15 & M-25.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
15
SAI/IC/03/231/2014
14-Mar-14
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
16
SAI/IC/03/232/2014
14-Mar-14
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
17
SAI/IC/03/233/2014
19-Mar-14
Road maintainance Work.
Methodology of Dynamic pile load test for intial pile at Km.151+200
- Furnished for review & acceptance.
Permeability report.
Nil
CGM, SMTL
Nil
PD, NHAI,
Keonjhar
PD, NHAI, Keonjhar, AVP, SAI,
CGM(T),RO, NHAI, Odisha,
CGM, SMTL ,
TL,
SAI, Keonjhar
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
18
SAI/IC/1084/2014
19-Mar-14
19
SAI/IC/03/234/2014
21-Mar-14
20
SAI/IC/03/235/2014
21-Mar-14
21
SAI/IC/03/236/2014
22-Mar-14
Delay in finalizing the various design issues
Submission of Revised Design & Drawings for PUP, AUP, VUP &
Major Bridge at Km.151+101 Structures.
Submission of Compliance report and revised Plan & Profile-Review
and acceptance in comformance with C.A.
Obsevation on MPR submitted during month of Dec'13, Jan'14 &
Feb'14 on the financial progress.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 72
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl.
No.
Letter No.
Date
Subject
Encl:
Address To
CC:
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
Nil
CGM, SMTL
CGM(Tech),RO Odisha,
Bhubaneswar,
PD,
NHAI,Keonjhar,
AVP,
SAI,
22
SAI/IC/03/237/2014
22-Mar-14
23
SAI/IC/03/238/2014
25-Mar-14
24
SAI/IC/03/239/2014
26-Mar-14
25
SAI/IC/03/240/2014
26-Mar-14
26
SAI/IC/03/241/2014
27-Mar-14
27
SAI/IC/03/242/2014
27-Mar-14
Change of Location certain structures during site visit of I.E. & NHAI
representatives along with Concessionaire representative-Detailed
furnished for concurrence.
Correction of Letter No.
Submission of Revised Design & Drawings for PUP, AUP, VUP &
Major Bridge at Km.151+101 Structures.
Targets from April 2014 to March 2015.
Review of Design & Drawings by I.E. pursuant to Cl.12.3 of C.A.Abnormal delay in review of about 10 months from appointed date
after submission of Design & Drawings-Determination of Extension
of Time for Project Milestone & Scheduled Four lanning date
pursuant to Cl.12.4.2 of C.A. and Cl.3.1(vii) & Cl.8.2 schedule-Q of
C.A.
Review of Borrow Area No.48 Ext., 65, 66, & 66A.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
28
SAI/IC/03/243/2014
27-Mar-14
Review of Borrow Area No.01.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
29
SAI/IC/03/244/2014
27-Mar-14
Review of Borrow Area No.03.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
30
SAI/IC/03/245/2014
27-Mar-14
Review of Borrow Area No.52,57,62,73 & 75.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
31
SAI/IC/03/246/2014
28-Mar-14
Dumping of GSB material without compacting the subgrade top.
Nil
CGM, SMTL
PD, NHAI, Keonjhar, AVP, SAI,
OUTGOING CORRESPONDENCE
Sl. No.
1
2
3
4
5
Letter No.
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/499
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/500
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/501
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/502
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/503
Date
04-03-2015
04-03-2015
03-03-2015
10-03-2015
10-03-2015
6
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/504
14-03-2015
7
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/505
14-03-2015
8
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/506
14-03-2015
9
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/507
14-03-2015
10
11
12
13
14
15
16
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/508
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/509
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/510
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/511
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/512
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/513
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/514
14-03-2015
14-03-2015
17-03-2015
19-03-2015
23-03-2015
23-03-2015
24-03-2015
17
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/515
25-03-2015
18
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/516
28-03-2015
19
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/517
28-03-2015
20
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/518
28-03-2015
21
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/519
28-03-2015
Subject
Submission of test results for barrow areas no. 193, 199, 202,
203, 208 to 210, 213, 214, 216, 220, 222 to 225, 227 to 230 &
233 – Proposal for source Approval for minor minerals
furnished by section-2, Gayatri Projects Ltd., - Review and
acceptance in conformance with C.A. – Requested – Reg.
Agreement copies of Stone Quarry & Crusher located at
Bandho
Monthly Progress Report for the month of Feb-15 pursuant to
Cl.13.1 of CA
Issuance of GFC drawings
Submission of test results of Barrow Areas – Review &
Acceptance in conformance with CA – Requested – reg.
Conducting of BBD survey for the existing highway – Raw
survey data along with existing subgrade soil classification and
moisture content there in – furnished – Reg.
Conciliation of dispute on EOT pursuant to Cl.44.2 under
Article-44 (Dispute Resolution) of CA – Statement of issues
included in the scope of mediation based on which claim of
EOT for Project Milestone & Scheduled Four-Laning Date is
sought - Submitted
Furnishing of particulars for information / documents as
required by Vigilance Division, NHAI, New Delhi – Reg.
Submission of revised design & drawings for major Briodge at
Km 56+800 along compliances – Review & Acceptance of IERequested-Reg.
Source approval of Bharati Cement from M/s Vicat Sagar Pvt.
Ltd., Hyderabad – Review and acceptance of IE
Submission of test results of Barrow Areas – Review &
Acceptance in conformance with CA – Requested – reg.
Source approval for Geo-Green Blanket from Sri
Venkateswara Fibre Udyog Pvt. Ltd., Bangalore – Review and
acceptance of IE – Compliances-Furnished-Reg.
Submission of typical drawings for miscellaneous items –
Review & Acceptance of IE-Requested – Reg.
Source approval for PC strands of Tata Steel – Review and
acceptance of IE – Requested-Reg.
Submission of test results of Barrow Areas – Review &
Acceptance in conformance with CA – Requested – reg.
Compliance on observations of IE on pavement design report
for NCW & ECW – Furnished – Reg.
Monthly return on (a) MIS, Form – I, Form – II & ROB/RUB
Status and (b) Proforma – I, Proforma-II & Proforma-III as on
25th March-15-Furnsihed-Reg.
Conducting of BBD survey for the Existing Highway – Survey
data along with existing subgrade soil classification and
moisture content-Reg.
Submission of revised hydraulic report for MJB at Km 35+803
along compliances –Review & acceptance of IE – RequestedReg.
Submission of revised shop drawings & design calculations for
POT-cum-PTFE bearings for (i) Flyover at Km 125+281, (ii) MJB
at Km 56+800, Km 83+566, Km 109+072, Km 108+062 &
139+482 Km (iii) Mnior Bridges at Km 96+105, Km98+965 &
116+160 (iv) EUP at Km 62+652 & 95+137 – Review &
Acceptance – Requested – Reg.
Source aaproval for Monnet Ispat & Energy Ltd. Steel TMT
Bars – Review and acceptance of IE – Requested – Reg.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Encl:
Address To
CC:
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
No
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
COO, SAI
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
No
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
Page 73
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl. No.
Letter No.
Date
Subject
22
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/520
28-03-2015
23
SMTL/P-R/NH-215/TSNCGM/I.E./2014-15/521
29-03-2015
24
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/539
03-03-2015
25
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/540
03-03-2015
26
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/541
04-03-2015
27
28
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/542
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/543
23-03-2015
23-03-2015
29
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/544
25-03-2015
30
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/545
26-03-2015
31
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/546
26-03-2015
32
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/547
26-03-2015
33
34
35
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/548
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/549
SMTL/P-R/NH-215/TSNCGM/NHAI/2013-14/550
26-03-2015
30-03-2015
31-03-2015
Encl:
Closure of NCPN No – 04 – Requested – Reg.
Pavement design calculations with MR values obtained from
tests along with input & output matrix with 2600 (BC) and
2900 (DBM) replacing cut off value of 2400 – Furnished – Reg.
Reluctance of Sri Shaikanta Mishra to vacate the structure
(Dhaba) constructed on Govt. Land at Km 78+600 (RHS) –
Support from Administration to get the person vacated from
the structure – Requested – Reg.
Obstruction by Arsala villagers for executing the work
between Km 149+000 & Km 151+000 – Stalling the work of
PUP at Km 149+500 on 01-03-2015 under the pre text of non
payment of compensation for Mosque – Immediate
intervention to resolve the deadlock – Requested – Reg.
Stalemate of execution due to existence of fisheries pond
affecting a length of 0.310 Kms (between Km 116+810 & Km
117+100) on account of delay in finalization of compensation
– Expeditious action – Solicited – Reg.
Submission of RA Bill No-02 for Electrical Utility Shifting from
Ch.0+000 to Ch.24+000 & Ch.24+000 to Ch.113+000 – Reg.
Renewal of Explosive license no.5/2012 in Keonjhar District
for subject project – Requested-Reg.
Submission of Financial Data – Reg.
CC:
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
TL, Keonjhar
PD, NHAI,
Keonjhar
No
PD, NHAI,
Keonjhar
TL, Keonjhar
No
PD, NHAI,
Keonjhar
TL, Keonjhar
No
PD, NHAI,
Keonjhar
TL, Keonjhar
Yes
Yes
Yes
Construction of additional culverts (deposit works) pertaining
to irrigation departments of Jajpur & Keonjhar district on NH215 in between Km 0+000 to Km 166+173 – Inordinate delay
in finalization of scheme & GAD – Notified – Reg.
Obstruction in executing Minor Bridge at Km 149+019 by
Minority community in Arsala village – Resolution –
Requested – Reg.
Fabrication of Steel Girders for ROBs at Km 9+233 in Jajpur
Bypass & Km 115+789 in Keonjhar Bypass – Methodology of
Fabrication and Quality Assurance Plan – Furnished for
onward submission to East Coast Railways – Reg.
Lodging of FIRs in Police Stations in respect of chronic
problems in site – Difficulty – Notified – Reg.
Release of 2nd tranche of Grant pursuant Cl.25.2.3 of CA –
Requested-Reg.
Land involved in Court Cases – 16 cases on the project site in
the Honbl’e High Court of Odisha – Reg.
Address To
Yes
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
Manager (F&A),
RO, BBSR,
Odisha
TL, Keonjhar
TL, Keonjhar
PD, NHAI,
Keonjhar
Yes
PD, NHAI,
Keonjhar
TL, Keonjhar
Yes
PD, NHAI,
Keonjhar
TL, Keonjhar
Yes
PD, NHAI,
Keonjhar
TL, Keonjhar
Yes
Yes
Yes
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
PD, NHAI,
Keonjhar
TL, Keonjhar
TL, Keonjhar
TL, Keonjhar
14. Environmental Regulations & Clearances:
APPLICABLE PERMITS (Cl. 4.1.3 (d) and Schedule-E of C.A.
SEC-II (Km.0 – Km.113)
Manjuri
Km. 18+500
Sl
No.
a
b
Description of
Permission /
License
Permission of the
state
Government for
extraction
of
boulders
from
quarry
Permission
of
Village
Panchayata and
Pollution Control
Board
for
installation
of
WMM Plant
Manjuri
(Km.
19+000)
Hasanpur
Km.
33+000
Batching
Plant
Hot Mix
Plant
HSD
Pump
Stone Quarry
Crusher
Ostapura
(Km. 42+000)
NA
NA
NA
Approved
(Part
payment
deposited for
renewal)
NA
NA
NA
Approved
(Valid up to
31-12-015)
M/s. SAI MAATARINI TOLLWAYS LIMITED
Bandha / Arjun
Bania (Km.
58+000)
Stone Quarry
Crusher
Batching Plant
HM Plant
WMM Plant
HSD Pump
Langalakanthi
(92+000)
Khajirijiani
(Km. 94+000)
Stone Quarry
Crusher
Stone Quarry
Crusher
WMM Plant
HM Plant
Batching Plant
HSD Pump
FDP under Process
To be applied
for Permission
Approved
(25% Part
payment
deposited for
renewal)
Approved (Valid
up to 31-12-015)
To be applied
for Permission
Approved
(Valid up to
31-12-015)
Page 74
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Manjuri
Km. 18+500
Sl
No.
Description of
Permission /
License
WMM Plant
Manjuri
(Km.
19+000)
Hasanpur
Km.
33+000
Batching
Plant
Hot Mix
Plant
HSD
Pump
Ostapura
(Km. 42+000)
Stone Quarry
Crusher
Bandha / Arjun
Bania (Km.
58+000)
Stone Quarry
Crusher
Batching Plant
HM Plant
WMM Plant
HSD Pump
Langalakanthi
(92+000)
Khajirijiani
(Km. 94+000)
Stone Quarry
Crusher
Stone Quarry
Crusher
WMM Plant
HM Plant
Batching Plant
HSD Pump
Approved
Approved
(Renewed up
to 31-03-2015)
NA
Not Applied
NA
Approved
(Renewed up
to 31-03-2015)
crushers
c
d
e
f
g
h
i
j
Approved
Approved
License for use of
NA
NA
NA
(Renewed up
(Renewed up to
explosives
to 31-12-014)
31-12-014)
Permission of the
state
Government for
Approved for total stretch (Km. 00+000 to 163+000)
drawing
water
from river
/
reservoir
License
from
Inspector
of
factories or other
Under Process (Plan
competent
NA
In Process
NA
NA
Approved but not
Authority
for
applied for licence)
setting
up
Batching Plant
Clearance
of
Approved
Pollution Control
In Process
Approved
NA
NA
(Renewed up to 31Board for setting
03-2015)
of Batching Plant
Clearance
of
Village
Panchayats and
In Process
NA
Approved
NA
Approved
Pollution Control
Board for Asphalt
Plant
Permission of Village Panchayat and State Government for borrow earth
Permission of State Government for cutting of trees
Any other permits or clearance required under Applicable Laws
NA
In Process
In Process
Labour License - Done
SEC-II (Km.113 – Km.163)
Sl.
No.
DESCRIPTION
A
Permission of the State
Government for extraction of
boulders from quarry
Permission of Village Panchayat
B
C
D
E
State Pollution Control Board
for installation of Crushers
State Pollution Control Board
for Crushing of Granite Stone
Chips
License for use of explosives
Permission of the State
Government for drawing water
from river/reservoir
License from Inspector of
factories or other competent
authority for setting up
Batching Plant
GPL
@ 115 (Ramachandrapur)
1.Permission for quarry obtained through
auction at Km. 115 Tulasichoura Stone Quarry
-3, Tulasichoura Village of 12 Aces for long
term Memo NO. 8028 dated 21.12.2013 for 3
years. Environmental Clearance is pending
with /SEIAA.office
Completed Order No GP/2012-13/1209 & 0703-2013
Completed Order No 943/IND-I-NOC/242 &
15-05-2012
@ 135 (Raisuan)
1.Permission for quarry obtained through auction at
Km. 135 Tikarpada Stone Quarry No-1,Tikarpada
Village of 12 Aces on dated 01.04.2014. To be renew
by 31-03-2015 Environmental Clearance is pending
with /SEIAA.office
-NA-NA-
Completed order no 220/APC & 05-04-2014
-NA-
Completed (Tulasichoura) Order No 5/2013 &
01-01-2014
Completed (Tikarpada) Order No 14/2012 & 01-012014
-NA-
-NA-
Completed (Order No 595/210061200110 &
06-03-2012)
-NA-
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 75
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl.
No.
F
G
H
GPL
DESCRIPTION
@ 115 (Ramachandrapur)
Clearance of Pollution Control
Board for setting up Batching
Plant
Clearance of Village Panchayats
and Pollution Control Board for
Asphalt Plant
Permission of Village Panchayat
and State Government for
borrow earth
I
Permission
Government
trees.
of
State
for cutting of
J
Any other permits or clearances
required under Applicable
Laws.
@ 135 (Raisuan)
Completed ( Order No 347/IND-I-NOC/240 &
19-03-2012)
-NA-
Completed, Village Panchayat Order No 87 &
19-12-2012, Pollution Control Board Order No
347-IND-NOC/240 & 19-03-2012
-NA-
Completed
-NA-
Completed Order No 3196/Lease on dated,
Keonjhar the 24-04.2013 for DL-39, & Order
No 8478/Lease on dated, Keonjhar the 2011.2013 for DL-35 (Only for Non forest & Govt
land)
WMM Plant Completed
15. Statement showing Road Accident cases for the month:
Feb '15
Stretch / NH
Sl.
No.
State
PIU/CMU
1
Odisha
Keonjhar
NH No.
From
(Km)
215
Panikoili
TOTAL
Detail of Accident
To (Km)
Remuli
Length
Fatal
Grievous
Minor
Total
0
0
0
0
2
2
2
2
163
No. of
Animals
Killed (If
Any)
Nil
Nil
Remarks
16. Eviction of Encroachments:
Sl
No
Name of the
Village
Sadar Tahasil
1
Jamunalia
2
Tolankbahal
3
Sirispal
4
Nizgarh
5
Maligaon
Gopinathpur
6
Nuagaon
7
Dhrupada
8
Raisuan
9
Gopinathpur
10
Khuntapada
11
Silisuan
12
Banajodi
13
Padmapur
14
Putulia
15
Keshpank
16
Jadichatara
17
Bankamaruni
18
Hundula
19
Jamudiha
20
Palaspanga
21
Mursuan
22
Spongepatna
23
Tangarani
Sub Total Sadar
Tahasil
Jhumpura Tahasil
1
Bhaluka
2
Arsala
Private Building
Compensation
Dismantle
Total no of encroachments
No of
Balance to
Dismantle
Notices
Issue
Completed
Balance
Issued
Notices
Total
Nos
Paid
Balance
Complete
Balance
Total
Nos
2
1
2
13
1
1
1
2
13
1
1
0
0
0
0
1
1
2
10
1
0
0
0
3
0
5
0
0
11
3
5
0
0
11
3
0
0
0
0
0
4
4
0
4
0
0
0
0
2
26
22
0
3
8
20
32
3
0
2
0
18
20
2
0
4
2
22
22
0
2
5
19
30
2
0
1
0
10
18
1
0
4
0
4
0
0
1
3
1
2
1
0
1
0
8
2
1
0
0
2
20
20
0
2
5
19
20
2
0
0
0
10
18
0
0
2
0
2
2
0
0
0
0
10
0
0
1
0
0
0
1
0
2
0
16
21
0
16
21
9
18
17
2
9
18
17
2
1
9
5
6
27
1
34
1
5
4
3
17
1
0
0
0
0
0
0
0
0
0
0
4
1
3
10
0
34
0
185
160
25
139
21
185
3
27
0
3
3
0
0
3
0
0
M/s. SAI MAATARINI TOLLWAYS LIMITED
133
52
0
0
11
Govt. Structure
Total
Dismantle
Balance
1
1
0
1
7
4
1
1
3
6
12
0
14
18
2
3
8
9
14
17
2
0
4
0
0
1
1
7
0
1
0
2
4
12
1
86
9
37
5
Page 76
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
Sl
No
3
4
5
6
7
Name of the
Village
Sundhimursuan
Balabhadrapur
Katalposi
Balibandh
Mursuan
Sub Total Jhumpura
Tahasil
Champua Tahsil
1
Sijukala
2
Parsala
3
Rimuli
Sub Total Champua
Tahasil
Grand Total
Private Building
Compensation
Dismantle
Total no of encroachments
No of
Balance to
Dismantle
Notices
Issue
Completed
Balance
Issued
Notices
2
2
11
7
3
Total
Nos
Paid
Balance
Complete
Balance
Total
Nos
0
7
16
27
5
0
6
11
16
2
0
1
5
11
3
0
0
8
12
0
0
6
3
4
2
2
2
11
7
3
85
38
23
23
15
25
0
25
0
0
3
12
4
2
2
1
1
10
3
2
2
1
0
0
0
9
13
9
13
0
0
9
13
19
289
5
203
14
62
5
167
0
36
22
232
22
155
0
77
22
108
M/s. SAI MAATARINI TOLLWAYS LIMITED
Govt. Structure
Total
Dismantle
Balance
22
0
0
0
0
0
9
7
2
0
9
9
68
7
13
2
14
1
14
2
Page 77
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
STAFF OF SPV & Its TEAM
17. Appendix - Concessionaire Staff
S. No.
1
2
3
Name
Mr. T. Suryanarayana
Mr. U. Anil Kumar
Mr. Gopal Mandal
Designation
Chief General Manager (Tech.)
Sr. Planning Engineer / Quantity Surveyor
Office Asst.
Project Management Consultants Team Staff
S. No.
Name
Designation
1
2
3
Mr. P. G. Kulkarni
M D Rami Reddy
Mr. C K S Marar
Team Leader Cum Senior Highway Engineer
Senior Material Engineer
Senior Planner
4
V. Nageswar Rao
Resident Highway Engineer - I
5
Ranjit Kumar
Resident Highway Engineer - III
6
Sanjay Kumar Acharya
Bridge Engineer - I
7
S. K. Singh
Bridge Engineer - III
8
Mangulu Charan Panda
Field Engineer (Highways) - I
9
Field Engineer (Bridges) - I
10
Laxman Rao V
D. V. Suryanarayana
11
Mahaboob Subhani
Field Engineer (Bridges) - II
12
Satya Ranjan Mohapatra
Quality Control Engineer - I
13
Bikash Kumar Behera
Quality Control Engineer - II
14
Mayadhara Behera
Lab Technician - I
15
Saroj Kumar Padhi
Lab Technician - I
16
Chitaranjan Pattanaik
Surveyor - I
17
Shashikanta Sahoo
QS – I
18
P. Venkateswar Rao
QS – II
19
R. K. Nayak
Office Manager
Field Engineer (Highways) - II
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 78
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
11.0 Appendixes
Appendix – 1 Concessionaire’s EPC Contractor’s Staff
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
79
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH215 from Km 0+000 – 163+000 (Design Length 166+173 Kms) in the state of Odisha under
NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
SEC – I KEY PERSONAL STAFF LIST
SL. NO.
NAME OF EMPLOYEE
1
BVU BHASKAR
2
S. Venkata Reddy
3
D.S.R. Ratnakar
4
D V V Satyanarayana
5
B Satyanarayna
ADMIN & LIAISIONING
1
B. Pattanaik
2
Manoranjan Patra
3
Siba Prasad Mohapatra
4
P P K Kar
5
N Apanna Babu
6
C H Ganesh
ACCOUNTS
1
P Nagendra
2
S P Mohapatra
3
S Madhusudan
4
K V V Satyanarayan
PLANNING & BILLING
1
V. Sunil Kumar
2
N Satish
3
S. Mahapatra
4
G C Senapati
5
Ram Chandra Sahoo
HIGHWAYS
1
G Padmanabham
2
Vijay Bhatia
3
A Bheemudu
4
G V S N Murthy
5
D Venkateswara Rao
STRUCTURES
1
Mohd. Akhtar
2
Sai Prasad
3
Pradhan
4
Venkatesh
QA & AC
1
B Suresh
2
Tirupati Reddy
3
B Umashankar
SURVEY
1
Rakesh Kumar Sahoo
2
Tapas Kumar Behra
3
Ch S Chakrabathy
4
M Malliah
5
Chhabi Mahalik
6
Sesha Sai
7
Sisir Kumar Patra
8
Jyoti Ranjan Mahapatra
STORES
1
P.RAMU
2
Ravi kiran
MECHANICAL DIVISION
1
Y. Venkataramaih
2
K. Vijay Kumar
3
K. Basava Raj
M/s. SAI MAATARINI TOLLWAYS LIMITED
DESIGNATION
REMARKS
General Manager
Project Manager
Project Manager
Project Manager (Roads)
Project Manager
CM (HR & Admin)
PRO
Dy. Manager, HR/Admin
HR & IT Executive
Health Visitor
Health Visitor
AGM (F & A)
Asst. Manager Accounts
Accountant
Accountant
Sr.PE (Planning)
Sr. Project Engineer
Project Engineer
Planning & Billing Asst.
Asst. QS
DPM
DPM
DPM Roads
Project Engineer
Paving In-charge
DGM Structures
P.E
Site Engineer
Site Engineer
DPM Lab
Material Engineer
Material Engineer
Surveyor
Surveyor
Sr Engineer Survey
Sr Surveyor
Sr Surveyor
Surveyor
Surveyor
Surveyor
Manager
Asst. Manager
DGM (P&M)
Manager, Plants
Crusher In-charge
Page
80
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 from Km 0+000 – 163+000 (Design Length 166+173
Kms) in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis. Monthly Progress Report : March - 2015
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
81
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
SEC – II KEY PERSONAL STAFF LIST
Sl. No
1
Name of Employee
Designation
KV.Saikrishna Rao
General Manager
B.S.N.Murthy
2
PLANNING & Q.S
Remarks
Additional General Manager
1
Ishwari Prasad Nath
Planning Engineer
2
Surajit Mohanta
Planning Assistant
3
P.Siva Sankar
Quantity Assistant
4
Mukut Chandra Choudhury
Quantity Assistant
ADMIN & STORE
1
S.Maruthakasi
Senior Manager (Stores)
2
Asish Kumar Swain
Manager (Liasioning)
3
M.Arunakar Reddy
Manager (Liasioning)
4
Sankarsan Mohanty
Admin Asst.
FINANCE /ACCOUNT
N.Tirupathi Rao
Asst. Manager (F & A)
Shibu.P
Accounts Officer
1
Dinesh Chandra Seth
Deputy General Manager
2
Bijay Kumar Behera
Material Engineer
K S Akhil
Asst Material Engineer
B.Krishana Rao
Senior Surveyor
Krishna Lal
Surveyor
1
K.Ravi Kumar
Construction Manager
2
Koteswar Rao
DPM (Highways)
Kanak Raju
Sr Engineer
1
B. P. Jain
Deputy General Manager
2
A. Klayana Raju
Sr. DPM (Structure)
3
Kanchu Simhadri
Construction Manager
4
Ganesh Singha
Manager (Structure)
1
2
QA & QC
2
SURVEY
1
2
HIGHWAY
3
STRUCTURE
Mitresh Kumar Gautam
5
MECHANICAL & PLANTS
Bridge Engineer
1
N.Srinivasa Rao
Dy. General Manager (Mechanical)
2
D.N.Raju
Dy. General Manager (Plants)
3
L.Srinivasa Rao
Foreman
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
82
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as BOT
(Toll) Basis.
Monthly Progress Report : March -2015
18. Summary of test Results
QC Test Summary – Section-I (Km 0.000 to Km 40.000)
Executed Quantity
Sl.
No
A
i
ii
iii
iv
v
vi
vii
B
i
ii
iii
iv
v
vi
vii
viii
ix
C
i
ii
iii
iv
v
vi
vii
viii
D
I
ii
iii
iv
v
vi
vii
viii
E
1
i
ii
2
i
ii
iii
Name of Test
Testing Method
Frequency of Test
OGL (Ref. MORTH Section 305 & 900) (1 sample to be collected for every 250 m on either side)
Gradation/Sieve Analysis
IS:2720 (Part 4)
1 test/Sample
Liquid Limit & PI
IS:2720 (Part 5)
1 test/Sample
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/Sample
Moisture Content
IS :2720 (Part 2)
1 test/Sample
CBR
IS:2720 (Part 16)
If sample in SG level
Free Swell Index
IS:2720 (Part 40)
1 test/Sample
Field Density Compaction for OGL
IS:2720 (Part 28)
1 Set Test Per 1000 m2
EARTHWORK (Ref. MORTH Section 305 & 900)
Gradation/Sieve Analysis
IS:2720 (Part 4)
1 test/3000 m3
Liquid Limit & PI
IS:2720 (Part 5)
1 test/3000 m3
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/3000 m3
Moisture Content
IS :2720 (Part 2)
1 test/250 m2
CBR
IS:2720 (Part 16)
1 test/3000 m3
Free Swell Index
IS:2720 (Part 40)
1 test/3000 m3
Sulphate Content
BS:1377(tests 9/10)
As & when Required
Field Density Compaction for Embankment
IS:2720 (Part 28)
1 Set Test Per 1000 m2
Field Density Compaction for Subgrade
IS:2720 (Part 28)
1 Set Test Per 500 m2
GSB (Ref. MORTH Section 401 & 900)
Gradation/Sieve Analysis
IS: 2386-Part 1
1 test/200 m3
Liquid Limit & PI
IS:2720 (Part 5)
1 test/200 m3
Moisture Content
IS :2720 (Part 2)
1 test/250 m2
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
CBR
IS:2720 (Part 16)
1 test/ source and as when required
Max. Dry Density & OMC
IS:2720 (Part 8)
Initially one, as and when required by the Engineer
Water Absorption
IS:2386 (Part 3)
1 test/ source and as when required
10% Fines Value
BS:812(Part111)
Initially one, as and when required by the Engineer
WMM (Ref. MORTH Section 406 & 900)
Aggregate Impact Value
IS:2386 (Part 4)
1 test/500 m3
IS:2720 (Part 4) &
Gradation/Sieve Analysis
1 test/200 m3 of aggregate
IS: 2786-Part 1
Combined Flakiness Index & Elongation Index
IS:2386 (Part 1)
1 test/500 m3
Atterberg Limits (Passing 0.425 mm)
IS:2720 (Part 5)
1 test/200 m3
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
Max. Dry Density & OMC
IS:2720 (Part 8)
Initially one, as and when required by the Engineer
Abrasion value
IS:2386 (Part 4)
Initially one, as and when required by the Engineer
Water Absorption
IS:2386 (Part 3)
Initially one, as and when required by the Engineer
BITUMINOUS COURSES
PRIME COAT / TACK COAT (Ref. MORTH Section 502, 503 & 900)
Quality of binder
IS: 73, 217& 8887
1 test/lot
One test per 500sq.m and not less than two tests per
Rate of spread of Binder
day
DBM / BC (Ref. MORTH Section 507, 509 & 900)
Quality of binder
IS: 73
1 test/lot
IS:2386 Part 4 &
Aggregate Impact Value / Los Angles Abrasion Value
One test per 350 cum. of aggregate
IS: 2386-Part 3
Flakiness Index & Elongation Index
IS:2386 Part 1
One test per 350 cum. of aggregate
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto
Previous
Month
Present
Month
Cumulative
m2
m2
m2
1114807
54919
1169726
m3
m3
m3
2079000
246000
2325000
4769408
1065157
490389
178135
5259797
1243292
m3
45,733.2
m3
9,791.2
m3
55,524.4
228,671
48,956
277,627
m3
m3
m3
Number of Tests Conducted
In This Month
Previous Month
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
496
491
496
3245
19
537
3146
0
0
0
24
6
8
24
496
491
496
3269
25
545
3170
5
5
5
268
5
5
223
0
0
0
0
0
0
0
5
5
5
268
5
5
223
501
496
501
3513
24
542
3369
0
0
0
24
6
8
24
501
496
501
3537
30
550
3393
1285
1285
1285
21946
238
1285
4
15412
5028
0
0
0
240
10
0
0
262
70
1285
1285
1285
22186
248
1285
4
15674
5098
82
82
82
3748
30
82
0
1947
1445
0
0
0
0
0
0
0
33
12
82
82
82
3748
30
82
0
1980
1457
1367
1367
1367
25694
268
1367
4
17359
6473
0
0
0
240
10
0
0
295
82
1367
1367
1367
25934
278
1367
4
17654
6555
255
250
995
944
3
2
1
2
1
0
9
15
0
0
0
0
256
250
1004
959
3
2
1
2
52
52
201
194
0
0
0
0
0
0
0
6
0
0
0
0
52
52
201
200
0
0
0
0
307
302
1196
1138
3
2
1
2
1
0
9
21
0
0
0
0
308
302
1205
1159
3
2
1
2
220
0
220
23
0
23
243
0
243
366
0
366
29
0
29
395
0
395
220
339
1483
2
1
1
0
0
0
0
0
0
220
339
1483
2
1
1
23
29
209
0
0
0
0
0
0
0
0
0
23
29
209
0
0
0
243
368
1692
2
1
1
0
0
0
0
0
0
243
368
1692
2
1
1
36029.2
5115.5
41144.7
288235
40924
329159
m2
m2
m2
9
0
9
1
0
1
10
0
10
259776
44722
304498
581
0
581
99
0
99
680
0
680
m3
m3
m3
11020
2106.9
13126.9
95
0
95
17
0
17
112
0
112
204
0
204
20
0
20
224
0
224
204
0
204
20
0
20
224
0
224
Page
83
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
Testing Method
iv
Specific Gravity & Water absorption of aggregate
IS:2386 Part 3
v
Soundness (Magnesium and sodium sulphate)
IS:2386 Part 5
vi
vii
Sand equivalent test for fine aggregate
Stone Polish Test
viii
Mix grading
ix
Stability of mix
x
Water sensitivity of mix (Retained tensile strength)
xi
Control of temperature of binder in boiler, aggregate in the
dryer and mix at the time of laying and rolling.
xii
Control of binder content and grading of the mix.
xiii
Rate of spread of mixed material
xiv
xv
F
1
i
ii
iii
iv
v
vi
vii
viii
Density of compacted layer
Coating and stripping of bitumen aggregate mixtures
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MORTH 1007)
Moisture Content
Specific Gravity
Gradation/Sieve Analysis
Aggregate Impact Value/Los Angles Abrasion Value
Flakiness Index
Water absorption of Aggregate
Soundness (Magnesium and sodium sulphate)
Alkali-Aggregate reactivity
ix
Petrographic Analysis
x
xi
2
i
ii
iii
iv
v
vi
vii
viii
ix
Chloride & Sulphate
Deleterious Material
FINE AGGREGATE (MORTH 1008)
Silt Content
Moisture Content
Clay Lumps
Specific Gravity
Gradation/Sieve Analysis, Fineness Modulus
Water absorption of Aggregate
Chloride & Sulphate
Deleterious Material
Soundness (Magnesium and Sodium Sulphate)
IS:2720 Part 37
(BS 812 Part – 114)
IS:2720 (Part 4)
Asphalt Institute Manual
MS-2
AASHTO T 283
Frequency of Test
Upto
Previous
Month
Present
Month
Cumulative
Initially one test of 3 representative specimens for
each source of supply. Subsequently when
warranted by changes in the quality of aggregates.
Initially, one determination by each method for each
source of supply, then as warranted by change in the
quality of the aggregates.
Initially one, as and when required by the Engineer
Initially one, as required, for Bituminous Concrete.
One set of tests on individual constituents and mixed
aggregate from the drier for each 400 tones of mix
subject to a minimum of two tests per plant per day.
For each 400 tones of mix produced, a set of 3
Marshall specimens to be prepared and tested for
stability, flow value, density and void content subject
to a minimum of two sets being tested per plant per
day.
Initially one test of 3 representative specimens for
each source of supply. Subsequently when
warranted by changes in the quality of aggregates (if
required)
At regular close interval
Asphalt Institute Manual
MS-2
IS:6241
IS:383,IS:2386 P-III
IS:383, IS:2386 - Part III
IS:383,IS:2386 – Part 1
IS:383, IS:2386 Part IV
IS:383,IS:2386 P-1
IS383,IS:2386 P-III
IS:383,IS:2386 -V
IS:383,IS:2386 P-VII
IS:383, ASTM 295, IS:2386
Part VIII
IS:383,IS:SP-23
IS:383, IS:2386 P-II
IS:383,IS2386 Part II
(IS:383,IS:2386)
(IS:383, IS:2386 Part II)
(IS:383,IS:2386P-III)
(IS:383,IS:2386 – Part III)
IS:383,IS:2386 P-III
(IS:383,IS:SP -23)
(IS383,IS:2386 Part II)
IS:383,IS:2386 P-V
M/s. SAI MAATARINI TOLLWAYS LIMITED
One test for each 400 tones of mix subject to a
minimum of two tests per day per plant.
Regular control through checks on the weight of
mixed material and layer thickness
1 test / 700 sq.m area
Initially one, as and when required by the Engineer
Number of Tests Conducted
In This Month
Previous Month
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
3
0
3
0
0
0
3
0
3
4
0
4
0
0
0
4
0
4
4
0
0
0
4
0
0
0
0
0
0
0
4
0
0
0
4
0
234
0
234
20
0
20
254
0
254
149
0
149
20
0
20
169
0
169
4
0
4
0
0
0
4
0
4
874
0
874
170
0
170
1044
0
1044
99
0
99
20
0
20
119
0
119
0
0
0
0
0
0
0
0
0
126720
24878
151598
438
3
0
0
438
3
35
0
0
0
35
0
473
3
0
0
473
3
m3
m3
m3
26422.2
3625.5
30047.7
350
20
370
165
146
20
4
4
0
0
0
0
0
0
0
0
350
20
370
165
146
20
4
4
24
1
24
5
4
1
0
0
0
0
0
0
0
0
0
0
24
1
24
5
4
1
0
0
374
21
394
170
150
21
4
4
0
0
0
0
0
0
0
0
374
21
394
170
150
21
4
4
One per source
4
0
4
0
0
0
4
0
4
One per source
One per source
4
4
0
0
4
4
0
0
0
0
0
0
4
4
0
0
4
4
358
350
0
20
358
20
1
1
1
0
0
0
0
0
0
0
0
0
358
350
0
20
358
20
1
1
1
24
24
0
1
24
1
0
0
0
0
0
0
0
0
0
0
0
0
24
24
0
1
24
1
0
0
0
382
374
0
21
382
21
1
1
1
0
0
0
0
0
0
0
0
0
382
374
0
21
382
21
1
1
1
Daily/at every day of concreting
One per source & there after every month.
one test per day
One per source & there after once in a week.
One per source & there after once in a week .
One per source & there after every month.
One per source
One per source
Daily
Daily/at every day of concreting
At every day of concreting
One per source & there after every month.
Daily
One per source & there after every month.
One per source
One per source
One per source
m3
m3
m3
26422.2
3625.5
30047.7
Page 84
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
Testing Method
3
i
ii
iii
iv
43 GRADE ORDINARY PORTLAND CEMENT (Ref. IS: 8112 & MoRTH 1006)
Initial Setting Time
Final Setting Time
(IS:4031)
Soundness by Le-Chatlier’s method (%)
Fineness by dry sieve method 90micron
v
Compressive strength
vi
vii
viii
ix
x
xi
xii
xiii
xiv
4
i
ii
iii
iv
v
vi
vii
viii
ix
x
xi
xii
xiii
xiv
5
i
ii
iii
iv
v
vi
vii
viii
ix
6
i
ii
iii
iv
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
Lime Saturation factor
Magnesia
Sulphuric anhydride
Alkalies
Chlorides
WATER (MORTH 1010)
Volume of 0.02N NaOH required to neutralize 100 ml sample
of water using phenolphthalein as an indicator
Volume of 0.02N H2SO4 required to neutralize 100 ml
sample of water using methyl orange as an indicator
Solids
Organic
Inorganic
Sulphates (SO4)
Chlorides (CI)
Suspended matter
pH
ADMIXTURE (MORTH 1012)
Chloride Content
Dry Material content
Ash content
Relative density
Upto
Previous
Month
Present
Month
Cumulative
Bags
Bags
Bags
48473
10930
59403
Bags
Bags
Bags
159667
18680
178347
One test per week no. and
once per source 3rd party testing
MTC for each supply and
one per source 3rd party testing
One test per week and
once per source 3rd party testing
IS 516
(IS:8112)
MTC for each supply and
one per source 3rd party testing
(IS:3025)
(IS:3025)
(IS:456,IS:3025)
(IS:9103, IS:6925)
(IS:9103)
(IS:9103)
(IS:9103)
M/s. SAI MAATARINI TOLLWAYS LIMITED
(As per IRC SP 84,8.6ii)
Water from each source shall be tested before start
of work and there afterevery 3 months and after
every monsoon till the completion of work.
Once per source and as when required
Once per source and as when required
Once per source and as when required
Once per source and as when required
Number of Tests Conducted
In This Month
Previous Month
IS 516
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
Lime Saturation factor
(IS:4032)
Magnesia
Sulphuric anhydride
Alkalies
Chlorides
53 GRADE ORDINARY PORTLAND CEMENT (Ref. IS: 12269, MoRTH 1006)
Initial Setting Time
Final Setting Time
(IS:4031)
Soundness (by Le-Chatlier’s method) by Autoclave (%)
Fineness by dry sieve method 90micron
Compressive strength
Frequency of Test
MT
MT
MT
93.4
24.75
118.15
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
6
6
6
6
18
18
18
7
7
7
7
7
7
7
7
7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
6
6
6
18
18
18
7
7
7
7
7
7
7
7
7
1
1
1
1
3
0
0
1
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
3
0
0
1
1
1
1
1
1
1
1
1
7
7
7
7
21
18
18
8
8
8
8
8
8
8
8
8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7
7
7
7
21
18
18
8
8
8
8
8
8
8
8
8
22
22
15
22
66
66
63
24
24
24
24
24
24
24
24
24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22
22
15
22
66
66
63
24
24
24
24
24
24
24
24
24
2
2
2
2
6
6
3
2
2
2
2
2
2
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
2
6
6
3
2
2
2
2
2
2
2
2
2
24
24
17
24
72
72
66
26
26
26
26
26
26
26
26
26
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
24
24
17
24
72
72
66
26
26
26
26
26
26
26
26
26
10
0
10
0
0
0
10
0
10
10
0
10
0
0
0
10
0
10
10
10
10
10
10
10
10
0
0
0
0
0
0
0
10
10
10
10
10
10
10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
10
10
10
10
10
10
0
0
0
0
0
0
0
10
10
10
10
10
10
10
3
3
3
3
0
0
0
0
3
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
3
3
3
3
0
0
0
0
3
3
3
3
Page 85
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
Testing Method
7
CONCRETE (MORTH 1716.2.5)
i
Sample of cube (A sample means a set of 3 cubes)
ii
Workability (Slump)
iii
Cube Strength of Concrete
(IS:10262,IS:456, IRC:21)
IS : 516
COMPRESSIVE STRENGTH (MIX DESIGN CUBES) No. Of Cubes
a
Frequency of Test : 1/Design Mix (or)
1/Change of Source
COMPRESSIVE STRENGTH (SITE CUBES)
No. Of Cubes
b
Frequency of Test : MORTH Sec.1700
Table:1700-8
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
10
i
ii
iii
iv
11
i
NP4 HUME PIPES
Cube Strength of Concrete
Dimensions, Workmanship & Finish
Hydrostatic test pressure
Three edge Bearing test
STEEL
MTC
ii
SAMPLING
IS 1786
CHEMICAL
UTS
YIELD STRESS
ELONGATION
BEND TEST
REBEND TEST
UNIT WEIGHT
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
iii
iv
v
vi
vii
viii
ix
IS :516
IS : 458 -2003
IS : 458 -2003, IS:3597
IS : 458 -2003, IS:3597
M/s. SAI MAATARINI TOLLWAYS LIMITED
Frequency of Test
Every concrete spread over entire period of
concreting
Every batch of concrete at dispatch as well as
delivery point
As per requirement
M15 7days
M15 28 days
M20 7days
M20 28 days
M25 7days
M25 28 days
M30 7days
M30 28 days
M35 7days
M35 28 days
M40 7days
M40 28 days
M20Kerb 7days
M20Kerb 28 days
M15 7days
M15 28 days
M20 7days
M20 28 days
M25 7days
M25 28 days
M30 7days
M30 28 days
M35 7days
M35 28 days
M40 7days
M40 28 days
M20Kerb 7days
M20Kerb 28 days
Upto
Previous
Month
m3
Present
Month
m3
Cumulative
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
3869
0
3869
797
0
797
4666
0
4666
10174
0
10174
1274
0
1274
11448
0
11448
39
66
33
66
21
42
45
93
21
42
21
36
12
24
753
1263
261
255
51
42
2040
5241
90
282
33
48
231
456
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
39
66
33
66
21
42
45
93
21
42
21
36
12
24
753
1263
261
255
51
42
2040
5241
90
282
33
48
231
456
0
0
0
0
0
0
0
0
0
0
0
0
0
0
75
204
39
57
12
72
399
1416
9
18
0
6
30
54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
75
204
39
57
12
72
399
1416
9
18
0
6
30
54
39
66
33
66
21
42
45
93
21
42
21
36
12
24
828
1467
300
312
63
114
2439
6657
99
300
33
54
261
510
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
39
66
33
66
21
42
45
93
21
42
21
36
12
24
828
1467
300
312
63
114
2439
6657
99
300
33
54
261
510
3
3
3
3
0
0
0
0
3
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
3
3
3
3
0
0
0
0
3
3
3
3
m3
2419.6
277.5
2697.1
478.7
34.5
513.2
417.8
369.5
787.3
20620.1
2719
23339.1
1501.5
99.0
1600.5
55.5
4.0
59.5
929
122
1051.0
As per requirement
As per requirement
2% of the pipes
As per requirement
Each Delivery
FOR BELOW 100 TONS UNDER 10-MM - 1/25TON;
10-MM TO 16 MM - 1/35TON; OVER 16-MM 1/45TON
Number of Tests Conducted
In This Month
Previous Month
MT
MT
MT
111
0
111
7
0
7
118
0
118
2218.46
112.58
2331.04
120
0
120
9
0
9
129
0
129
40
40
40
40
40
40
120
0
0
0
0
0
0
0
40
40
40
40
40
40
120
3
3
3
3
3
3
9
0
0
0
0
0
0
0
3
3
3
3
3
3
9
43
43
43
43
43
43
129
0
0
0
0
0
0
0
43
43
43
43
43
43
129
Page 86
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
x
Name of Test
DIAMETER
Testing Method
IS 1786
Frequency of Test
Upto
Previous
Month
Present
Month
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
120
0
120
9
0
9
129
0
129
Each Consignment
QC Test Summary – Section-I (Km 40.000 to Km 80.000)
Executed Quantity
Sl.
No
Name of Test
Testing Method
A
i
ii
iii
iv
v
vi
vii
B
i
ii
iii
iv
v
vi
vii
viii
ix
C
i
ii
iii
iv
v
OGL (Ref. MORTH Section 305 & 900) (1 sample to be collected for every 250 m on either side)
Gradation/Sieve Analysis
IS:2720 (Part 4)
Liquid Limit & PI
IS:2720 (Part 5)
Max. Dry Density & OMC
IS:2720 (Part 8)
Moisture Content
IS :2720 (Part 2)
CBR
IS:2720 (Part 16)
Free Swell Index
IS:2720 (Part 40)
Field Density Compaction for OGL
IS:2720 (Part 28)
EARTHWORK (Ref. MORTH Section 305 & 900)
Gradation/Sieve Analysis
IS:2720 (Part 4)
Liquid Limit & PI
IS:2720 (Part 5)
Max. Dry Density & OMC
IS:2720 (Part 8)
Moisture Content
IS :2720 (Part 2)
CBR
IS:2720 (Part 16)
Free Swell Index
IS:2720 (Part 40)
Sulphate Content
BS:1377(tests 9/10)
Field Density Compaction for Embankment
IS:2720 (Part 28)
Field Density Compaction for Subgrade
IS:2720 (Part 28)
GSB (Ref. MORTH Section 401 & 900)
Gradation/Sieve Analysis
IS: 2386-Part 1
Liquid Limit & PI
IS:2720 (Part 5)
Moisture Content
IS :2720 (Part 2)
Field Density Compaction
IS:2720 (Part 28)
CBR
IS:2720 (Part 16)
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
vii
Water Absorption
IS:2386 (Part 3)
viii
10% Fines Value
BS:812(Part111)
D
I
WMM (Ref. MORTH Section 406 & 900)
Aggregate Impact Value
ii
Gradation/Sieve Analysis
iii
iv
v
Combined Flakiness Index & Elongation Index
Atterberg Limits (Passing 0.425 mm)
Field Density Compaction
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
vii
Abrasion value
IS:2386 (Part 4)
viii
Water Absorption
IS:2386 (Part 3)
E
1
IS:2386 (Part 4)
IS:2720 (Part 4) &
IS: 2786-Part 1
IS:2386 (Part 1)
IS:2720 (Part 5)
IS:2720 (Part 28)
Frequency of Test
Upto
Previous
Month
Present
Month
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
123
123
123
31
0
127
777
0
0
0
0
0
0
0
123
123
123
31
0
127
777
0
0
0
0
0
0
82
0
0
0
0
0
0
0
0
0
0
0
0
0
82
123
123
123
31
0
127
859
0
0
0
0
0
0
0
123
123
123
31
0
127
859
299
299
299
164
77
299
0
8404
2286
0
0
0
0
0
0
0
0
0
299
299
299
164
77
299
0
8404
2286
22
22
22
176
18
22
0
548
428
0
0
0
0
0
0
0
12
9
22
22
22
0
0
22
0
560
437
321
321
321
340
95
321
0
8952
2714
0
0
0
0
0
0
0
12
9
321
321
321
340
95
321
0
8964
2723
116
111
427
433
6
0
0
0
0
0
116
111
427
433
6
31
31
25
112
0
0
0
0
3
0
0
0
25
115
0
147
142
452
545
6
0
0
0
3
0
147
142
452
548
6
6
0
6
0
0
0
6
0
6
6
0
6
0
0
0
6
0
6
6
0
6
0
0
0
6
0
6
1 test/500 m3
80
0
80
28
0
28
108
0
108
1 test/200 m3 of aggregate
249
0
249
126
0
126
375
0
375
80
127
436
0
0
0
80
127
436
28
38
118
0
0
0
28
38
118
108
165
554
0
0
0
108
165
554
6
0
6
0
0
0
6
0
6
1
0
1
0
0
0
1
0
1
8
0
8
0
0
0
8
0
8
1 test/Sample
1 test/Sample
1 test/Sample
1 test/Sample
If sample in SG level
1 test/Sample
1 Set Test Per 1000 m2
1 test/3000 m3
1 test/3000 m3
1test/3000 m3
1 test/250 m2
1 test/3000 m3
1 test/3000 m3
As & when Required
1 Set Test Per 1000 m2
1 Set Test Per 500 m2
1 test/200 m3
1 test/200 m3
1 test/250 m3
1 test/500 m2
1 test/ source and as when required
Initially one, as and when required by the
Engineer
1 test/ source and as when required
Initially one, as and when required by the
Engineer
1 test/500 m3
1 test/200 m3
1 test/500 m2
Initially one, as and when required by the
Engineer
Initially one, as and when required by the
Engineer
Initially one, as and when required by the
Engineer
305397
72780
378177
568500
66000
634500
379000
231000
568500
44000
54000
66000
423000
285000
634500
1986282
358356
540705
206605
19,653.0
6,200
25,853
50,965
149,230
98,265.0
18781
99176
7104
55504
2526987
564961
25885
154680
BITUMINOUS COURSES
PRIME COAT / TACK COAT (Ref. MORTH Section 502, 503 & 900)
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 87
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
Testing Method
i
ii
iii
Quality of binder
Temperature of Binder for application
(TACK COAT)
iv
Rate of spread of Binder(prime coat)
2
i
DBM / BC (Ref. MORTH Section 507, 509 & 900)
Quality of binder
ii
Aggregate Impact Value / Los Angles Abrasion Value
iii
Flakiness Index & Elongation Index
iv
Stripping value
v
Water absorption of aggregate
IS:2386 Part 3
vi
Soundness (Magnesium and sodium sulphate)
IS:2386 Part 5
vii
Sand equivalent test for fine aggregate
IS:2720 Part 37
viii
Plasticity Index
ix
Stone Polish Test
x
Percentage of fractured faces
xi
Mix grading
IS:2720 (Part 4)
xii
Stability of mix
Asphalt Institute
Manual MS-2
xiii
Water sensitivity of mix (Retained tensile strength)
xiv
Control of temperature of binder in boiler, aggregate in the dryer and mix
at the time of laying and rolling.
xv
Control of binder content and grading of the mix.
xvi
Rate of spread of mixed material
xvii
Density of compacted layer
xviii
Coating and stripping of bitumen aggregate mixtures
F
1
i
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MoRTH 1007)
Moisture Content
ii
Specific Gravity
IS: 73, 217& 8887
Frequency of Test
IS:6241
(IS:2720 Part 5
(BS 812 Part – 114)
AASHTO T 283
Present
Month
Cumulative
63140
IS:6241
IS:383,IS:2386 P-III
IS:383, IS:2386 - Part
III
M/s. SAI MAATARINI TOLLWAYS LIMITED
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
0
0
110
0
0
0
0
0
110
0
0
47
0
0
0
0
0
47
0
0
157
0
0
0
0
0
157
140
0
140
55
0
55
195
0
195
46244
16896
66500
24904
91404
26
0
26
0
0
0
26
0
26
One test per 350 cum. of aggregate
3282
1677
4959
21
0
21
6
0
6
27
0
27
One test per 350 cum. of aggregate
Initially one test of 3 representative specimens for
each source of supply. Subsequently when
warranted by changes in the quality of aggregates.
Initially one test of 3 representative specimens for
each source of supply. Subsequently when
warranted by changes in the quality of aggregates.
Initially, one determination by each method for
each source of supply, then as warranted by
change in the quality of the aggregates.
Initially one, as and when required by the
Engineer
Initially one, as and when required by the
Engineer
Initially one, as required, for Bituminous Concrete.
When gravel is used, one test per 50 cum of
aggregate.
One set of tests on individual constituents and
mixed aggregate from the drier for each 400 tones
of mix subject to a minimum of two tests per
plant per day.
For each 400 tones of mix produced, a set of 3
Marshall specimens to be prepared and tested for
stability, flow value, density and void content
subject to a minimum of two sets being tested per
plant per day.
Initially one test of 3 representative specimens for
each source of supply. Subsequently when
warranted by changes in the quality of aggregates
(if required)
3282
1677
4959
21
0
21
6
0
6
27
0
27
2
0
2
5
0
5
7
0
7
8
0
8
4
0
4
12
0
12
2
0
2
0
0
0
2
0
2
3
0
3
0
0
0
3
0
3
0
0
0
0
0
0
0
0
0
3
0
3
0
0
0
3
0
3
0
0
0
0
0
0
0
0
0
1 test/lot
7876
4042
11918
30
0
30
12
0
12
42
0
42
7876
4042
11918
38
0
38
12
0
12
50
0
50
2
0
2
0
0
0
2
0
2
At regular close interval
Asphalt Institute
Manual MS-2
Number of Tests Conducted
In This Month
Previous Month
1 test/lot
At regular close interval
One test per 500sq.m and not less than two tests
per day
IS: 73
IS:2386 Part 4 &
IS: 2386-Part 3
IS:2386 Part 1
Upto
Previous
Month
One test for each 400 tones of mix subject to a
minimum of two tests per day per plant.
Regular control through checks on the weight of
mixed material and layer thickness
1 test / 700 sq.m area
Initially one, as and when required by the
Engineer
7876
4042
11918
23848
24464
48312
Daily/at every day of concreting
One per source & there after every month.
14947 Ton
7971
Ton
14947 Ton
0
0
0
0
0
0
0
0
0
30
0
30
12
0
12
42
0
42
74
0
74
50
0
50
124
0
124
34
0
34
37
0
37
71
0
71
3
0
3
2
0
2
5
0
5
177
0
177
25
0
25
202
0
202
5
0
5
0
0
0
5
0
5
Page 88
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
iii
Gradation/Sieve Analysis
iv
Aggregate Impact Value/Los Angles Abrasion Value
v
vi
vii
viii
Flakiness Index
Water absorption of Aggregate
Soundness (Magnesium and sodium sulphate)
Alkali-Aggregate reactivity
ix
Petrographic Analysis
x
xi
2
i
ii
Chloride & Sulphate
Deleterious Material
FINE AGGREGATE (MORTH 1008)
Silt Content
Moisture Content
iii
Clay Lumps
iv
Specific Gravity
v
Gradation/Sieve Analysis, Fineness Modulus
vi
vii
Water absorption of Aggregate
Chloride & Sulphate
viii
Deleterious Material
ix
3
i
ii
iii
iv
v
Soundness (Magnesium and Sodium Sulphate)
43 GRADE ORDINARY PORTLAND CEMENT (Ref. IS: 8112 & MoRTH 1006)
Initial Setting Time
Final Setting Time
Soundness by Le-Chatlier’s method (%)
Fineness by dry sieve method 90micron
Compressive strength
3 Days
7 Days
28 Days
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
Lime Saturation factor
Magnesia
Sulphuric anhydride
Alkalies
Chlorides
53 GRADE ORDINARY PORTLAND CEMENT (Ref. IS: 12269, MoRTH 1006)
Initial Setting Time
Final Setting Time
Soundness (by Le-Chatlier’s method) by Autoclave (%)
Fineness (by Blaine’s air permeability method)
Compressive strength
3 Days
7 Days
vi
vii
viii
ix
x
xi
xii
xiii
xiv
4
i
ii
iii
iv
v
Testing Method
IS:383,IS:2386 – Part
1
IS:383, IS:2386 Part
IV
IS:383,IS:2386 P-1
IS383,IS:2386 P-III
IS:383,IS:2386 -V
IS:383,IS:2386 P-VII
IS:383, ASTM 295,
IS:2386 Part VIII
IS:383,IS:SP-23
IS:383, IS:2386 P-II
IS:383,IS2386 Part II
(IS:383,IS:2386)
(IS:383, IS:2386 Part
II)
(IS:383,IS:2386P-III)
(IS:383,IS:2386 –
Part III)
IS:383,IS:2386 P-III
(IS:383,IS:SP -23)
(IS383,IS:2386 Part
II)
IS:383,IS:2386 P-V
Frequency of Test
Upto
Previous
Month
Present
Month
Cumulative
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
one test per day
177
0
177
25
0
25
202
0
202
One per source & there after once in a week.
32
0
32
4
0
4
36
0
36
One per source & there after once in a week .
One per source & there after every month.
One per source
One per source
32
4
0
0
0
0
0
0
32
4
0
0
4
0
0
0
0
0
0
0
4
0
0
0
36
4
0
0
0
0
0
0
36
4
0
0
One per source
0
0
0
0
0
0
0
0
0
One per source
One per source
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
177
177
0
0
177
177
25
25
0
0
25
25
202
202
0
0
202
202
At every day of concreting
0
0
0
0
0
0
0
0
0
One per source & there after every month.
4
0
4
0
0
0
4
0
4
177
0
177
25
0
25
202
0
202
One per source & there after every month.
One per source
1
0
0
0
1
0
0
0
0
0
0
0
1
0
0
0
1
0
One per source
0
0
0
0
0
0
0
0
0
One per source
0
0
0
0
0
0
0
0
0
6
6
0
6
0
18
18
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
6
0
6
0
18
18
15
0
0
0
0
0
0
0
0
0
1
1
0
1
0
3
6
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
1
0
3
6
3
0
0
0
0
0
0
0
0
0
6
7
0
7
0
21
24
18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7
7
0
7
0
21
24
18
0
0
0
0
0
0
0
0
0
7
7
0
7
0
0
0
0
7
7
0
7
2
2
0
2
0
0
0
0
2
2
0
2
9
9
0
9
0
0
0
0
9
9
0
9
9
9
0
0
9
9
6
6
0
0
Daily
Daily/at every day of concreting
Daily
9075.59Ton
3777
Ton
9075.59
Ton
(IS:4031)
One test per week and
once per source 3rd party testing
IS 516
36695
(IS:4032)
MTC for each supply and
one per source 3rd party testing
(IS:4031)
One test per week and
once per source 3rd party testing
IS 516
One test per week and
once per source 3rd party testing
M/s. SAI MAATARINI TOLLWAYS LIMITED
Number of Tests Conducted
In This Month
Previous Month
141480
23080
29450
59775
170930
6
6
15
15
0
0
15
15
Page 89
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
vi
vii
viii
ix
x
xi
xii
xiii
xiv
5
i
ii
iii
iv
v
vi
vii
viii
ix
6
i
ii
iii
iv
7
i
Name of Test
28 Days
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
Lime Saturation factor
Magnesia
Sulphuric anhydride
Alkalies
Chlorides
WATER (MORTH 1010)
Volume of 0.02N NaOH required to neutralize 100 ml sample of water
using phenolphthalein as an indicator
Volume of 0.02N H2SO4 required to neutralize 100 ml sample of water
using methyl orange as an indicator
Solids
Organic
Inorganic
Sulphates (SO4)
Chlorides (CI)
Suspended matter
pH
ADMIXTURE (MORTH 1012)
Chloride Content
Dry Material content
Ash content
Relative density
CONCRETE (MORTH 1716.2.5)
Testing Method
(IS:8112)
ii
Workability (Slump)
Cube Strength of Concrete
M-15(7 days)
M-15 28 Days
M-20(7 days)
M-20 28 Days
M-20 Kerb(7 days)
M-20 Kerb 28 Days
M-25(7 days)
M-25 28 Days
M-30(7 days)
M-30 28 Days
M-35(7 days)
M-35 28 Days
M-40(7 days)
M-40 28 Days
Upto
Previous
Month
Present
Month
Cumulative
MTC for each supply and
one per source 3rd party testing
(IS:3025)
(IS:456,IS:3025)
(As per IRC SP 84,8.6ii)
Water from each source shall be tested before
start of work and there afterevery 3 months and
after every monsoon till the completion of work.
(IS:9103, IS:6925)
(IS:9103)
(IS:9103)
(IS:9103)
Once per source and as when required
Once per source and as when required
Once per source and as when required
Once per source and as when required
(IS:10262,IS:456,
IRC:21)
Every concrete spread over entire period of
concreting
Every batch of concrete at dispatch as well as
delivery point
IS : 516
M/s. SAI MAATARINI TOLLWAYS LIMITED
As per requirement
87365
25750
113115
2273.0 m3
229.0
m3
2502.0 M3
382.5 m3
147.5
m3
530.0 m3
11.5m3
17309.5 m3
474m3
72.0m3
Number of Tests Conducted
In This Month
Previous Month
(IS:3025)
Sample of cube (A sample means a set of 3 cubes)
iii
Frequency of Test
0
0
5629.0
m3
23.5
m3
57.5
m3
22938.5
m3
497.5 m3
129.5 m3
Failed
Total
Passed
Failed
18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
0
0
0
0
0
0
0
0
0
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
0
0
0
0
0
0
21
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
0
0
0
0
0
0
0
0
0
2
0
2
2
0
2
4
0
4
2
0
2
2
0
2
4
0
4
2
2
2
2
2
2
2
0
0
0
0
0
0
0
2
2
2
2
2
2
2
2
2
2
2
2
2
2
0
0
0
0
0
0
0
2
2
2
2
2
2
2
4
4
4
4
4
4
4
0
0
0
0
0
0
0
4
4
4
4
4
4
4
3
3
3
3
0
0
0
0
3
3
3
3
1
1
1
1
0
0
0
0
1
1
1
1
4
4
4
4
0
0
0
0
4
4
4
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
171
501
0
0
75
87
0
0
930
2562
0
0
18
12
69
0
0
0
42
102
0
0
402
687
0
0
6
27
69
111
0
0
42
102
0
0
402
687
0
0
6
27
240
612
0
0
117
189
0
0
1332
3249
6
39
24
39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
612
0
0
117
189
0
0
1332
3249
6
39
24
39
171
501
0
0
75
87
0
0
930
2562
6
39
18
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
Total to Date
Passed
Passed
Failed
Total
Page 90
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
QC Test Summary – Section-I (Km 80.000 to Km 113.000)
Executed Quantity
SI.
No.
Type of Test
Test Method
A
i
ii
iii
iv
v
vi
vii
B
Frequency of Test
OGL (Ref. MORTH Section 305 & 900) (1 sample to be collected for every 250 m on either side)
Gradation/Sieve Analysis
IS:2720 (Part 4)
1 test/Sample
Liquid Limit & PI
IS:2720 (Part 5)
1 test/Sample
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/Sample
Moisture Content
IS :2720 (Part 2)
1 test/Sample
CBR
IS:2720 (Part 16)
If sample in SG level
Free Swell Index
IS:2720 (Part 40)
1 test/Sample
Field Density Compaction for OGL
IS:2720 (Part 28)
1 Set Test Per 1000 m2
EARTHWORK / BORROW MATERIAL (Ref. MORTH Section 305 & 900)
2 tests/8000 m3 (As per IRC 36i
Gradation/Sieve Analysis
IS:2720 (Part 4)
1970 & IRC SP 11-1988)
2 tests/8000 m3 (As per IRC 36ii
Liquid Limit & PI
IS:2720 (Part 5)
1970 & IRC SP 11-1988)
2 tests/8000 m3 (As per IRC 36iii
Max. Dry Density & OMC
IS:2720 (Part 8)
1970 & IRC SP 11-1988)
iv
Deleterious Content
IS:2720 (Part 27)
As Required
v
Moisture Content
IS :2720 (Part 2)
1 test/250 m2
vi
CBR
IS:2720 (Part 16)
1 test/3000 m3
vii
Free Swell Index
IS:2720 (Part 40)
1 test/3000 m3
viii
Sulphate Content
BS:1377(tests 9/10)
As and when required
ix
Field Density Compaction for Embankment
IS:2720 (Part 28)
1 Test Per 1000 m2
1 Test Per 500 -1000 m2 (As per IRC
x
Field Density Compaction for Subgrade
IS:2720 (Part 28)
36-1970)
Note: Original Ground-OG, Embankment-E, Subgrade-SG, Earthen Shoulder-ES, Backfill - BF
C
GSB (Ref. MORTH Section 401 & 900)
i
Gradation/Sieve Analysis
IS: 2386-Part 1
1 test/200 m3
ii
Liquid Limit & PI
IS:2720 (Part 5)
1 test/200 m3
iii
Moisture Content
IS :2720 (Part 2)
1 test/250 m3
iv
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
1 test/ source and as when
v
CBR
IS:2720 (Part 16)
required
Initially one, as and when required
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
by the Engineer
1 test/ source and as when
vii
Water Absorption
IS:2386 (Part 3)
required
Initially one, as and when required
viii
10% Fines Value
BS:812(Part111)
by the Engineer
D
WMM (Ref. MORTH Section 406 & 900)
1 test/500 m3 (As per IRC 109i
Aggregate Impact Value
IS:2386 (Part 4)
1997)
IS:2720 (Part 4) &
1 test/200 m3 of Aggregate (As per
ii
Gradation/Sieve Analysis
IS: 2786-Part 1
IRC 109-1997)
Combined Flakiness Index & Elongation
1 test/500 m3 of Aggregate (As per
iii
IS:2386 (Part 1)
Index
IRC 109-1997)
iv
Atterberg Limits (Passing 0.425 mm)
IS:2720 (Part 5)
1 test/200 m3 (As per IRC 109-97)
v
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
Initially one, as and when required
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
by the Engineer
Initially one, as and when required
vii
Abrasion value
IS:2386 (Part 4)
by the Engineer
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto
Previous
Month
Present
Month
Number of Tests Conducted
In This Month
Upto Previous Month
Cumulative
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
280
280
280
955
0
280
955
0
0
0
0
0
0
4
280
280
280
955
0
280
959
0
0
0
97
0
0
97
0
0
0
0
0
0
0
0
0
0
97
0
0
97
280
280
280
1052
0
280
1052
0
0
0
0
0
0
4
280
280
280
1052
0
280
1056
471,949
27,025
498,974
978,000
84,000
1,062,000
572
0
572
33
0
33
605
0
605
978,000
84,000
1,062,000
568
0
568
33
0
33
601
0
601
978,000
84,000
1,062,000
568
0
568
33
0
33
601
0
601
0
2,280,909
945,000
978,000
1,682,535
0
321,185
78,000
84,000
196,515
0
2,602,094
1,023,000
1,062,000
1,879,050
0
10045
164
568
0
5737
0
0
29
0
0
138
0
10045
193
568
0
5875
0
1617
28
33
0
717
0
0
0
0
0
0
0
1617
28
33
0
717
0
11662
192
601
0
6454
0
0
29
0
0
138
0
11662
221
601
0
6592
685,659
124,670
810,329
4070
100
4170
900
0
900
4970
100
5070
31,961
31,961
159,805
159,805
7,684
7,684
38,420
38,420
39,645
39,645
198,225
198,225
177
173
480
474
0
0
0
6
177
173
480
480
45
45
132
130
0
0
0
2
45
45
132
132
222
218
612
604
0
0
0
8
222
218
612
612
-
-
-
2
0
2
0
0
0
2
0
2
-
-
-
2
0
2
0
0
0
2
0
2
-
-
-
2
0
2
0
0
0
2
0
2
-
-
-
2
0
2
0
0
0
2
0
2
26,053
5,700
31,753
135
0
135
32
0
32
167
0
167
26,053
5,700
31,753
226
0
226
45
0
45
271
0
271
26,053
5,700
31,753
135
0
135
32
0
32
167
0
167
26,053
204,824
5,700
45,600
31,753
250,424
200
612
0
6
200
618
45
190
0
0
45
190
245
802
0
6
245
808
-
-
2
0
2
0
0
0
2
0
2
-
-
0
0
0
0
0
0
0
0
0
Page 91
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
SI.
No.
viii
Type of Test
Water Absorption
E
1
i
ii
BITUMINOUS COURSES
PRIME COAT (Ref. MORTH Section 502 & 900)
Quality of binder
Temperature of Binder for application
iii
Rate of spread of Binder
2
i
ii
TACK COAT (Ref. MORTH Section 503 & 900)
Quality of binder
Temperature of Binder for application
iii
Rate of spread of Binder
3
i
DBM (Ref. MORTH Section 507 & 900)
Quality of binder
Aggregate Impact Value / Los Angles
Abrasion Value
ii
Test Method
IS:2386 (Part 3)
IS: 73, 217& 8887
IS: 73, 217& 8887
IS: 73
IS:2386 Part 4 &
IS: 2386-Part 3
iii
Flakiness Index & Elongation Index
IS:2386 Part 1
iv
Stripping value
v
Water absorption of aggregate
IS:2386 Part 3
vi
Soundness (Magnesium and sodium
sulphate)
IS:2386 Part 5
vii
Sand equivalent test for fine aggregate
IS:2720 Part 37
viii
Plasticity Index
IS:2720 Part 5
ix
Percentage of fractured faces
x
Mix grading & Individual
xii
Stability of mix
IS:6241
IS:2720 (Part 4)
Asphalt Institute Manual
MS-2
Frequency of Test
Initially one, as and when required
by the Engineer
1 test/lot
At regular close interval
One test per 500sq.m and not less
than two tests per day
1 test/lot
At regular close interval
One test per 500sq.m and not less
than two tests per day
1 test/lot
One test per 350 cum. of aggregate
(As per IRC 111-2009)
One test per 350 cum. of aggregate
(As per IRC 111-2009)
Initially one test of 3 representative
specimens for each source of
supply. Subsequently when
warranted by changes in the quality
of aggregates.
Initially one test of 3 representative
specimens for each source of
supply. Subsequently when
warranted by changes in the quality
of aggregates.
Initially, one determination by each
method for each source of supply,
then as warranted by change in the
quality of the aggregates.
Initially one, as and when required
by the Engineer
Initially one, as and when required
by the Engineer
When gravel is used, one test per
50 cum of aggregate.
One set of tests on individual
constituents and mixed aggregate
from the drier for each 400 tones
of mix subject to a minimum of
two tests per plant per day.
For each 400 tones of mix
produced, a set of 3 Marshall
specimens to be prepared and
tested for stability, flow value,
density and void content subject to
a minimum of two sets being
tested per plant per day.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto
Previous
Month
Present
Month
-
59,664
55,528
Cumulative
9,152
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
2
0
2
0
0
0
2
0
2
4
20
0
0
4
20
2
5
0
0
2
5
6
25
0
0
6
25
127
0
127
32
0
32
159
0
159
3
23
0
0
3
23
0
4
0
0
0
4
3
27
0
0
3
27
64,680
132
0
132
19
0
19
151
0
151
-
15,224
Number of Tests Conducted
In This Month
Upto Previous Month
74,888
36
7
43
36
0
36
7
0
7
43
0
43
4,354
1,053
5,407
21
0
21
5
0
5
26
0
26
4,354
1,053
5,407
21
0
21
5
0
5
26
0
26
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9,932
2,294
12,226
215
0
215
50
0
50
265
0
265
9,932
2,294
12,226
43
0
43
10
0
10
53
0
53
Page 92
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
SI.
No.
Type of Test
Test Method
Frequency of Test
xiii
Water sensitivity of mix (Retained tensile
strength)
AASHTO T 283
Initially one test of 3 representative
specimens for each source of
supply. Subsequently when
warranted by changes in the quality
of aggregates (if required)
xiv
Control of temperature of binder in boiler,
aggregate in the dryer and mix at the time
of laying and rolling.
IRC 111 (2009)
At regular close interval
xv
Control of binder content and grading of
the mix.
xvi
Rate of spread of mixed material
xvii
Density of compacted layer
Asphalt Institute Manual
MS-2
F
1
i
Coating and stripping of bitumen aggregate
mixtures
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MoRTH 1007)
Moisture Content
ii
Specific Gravity
IS:383, IS:2386 - Part III
iii
Gradation/Sieve Analysis
Aggregate Impact Value/Los Angles
Abrasion Value
IS:383,IS:2386 – Part 1
xviii
iv
IS:6241
IS:383,IS:2386 P-III
IS:383, IS:2386 Part IV
v
Flakiness Index
IS:383,IS:2386 P-1
vi
Water absorption of Aggregate
IS383,IS:2386 P-III
viii
Soundness (Magnesium and sodium
sulphate)
Alkali-Aggregate reactivity
ix
Petrographic Analysis
x
xi
2
i
ii
iii
Chloride & Sulphate
Deleterious Material
FINE AGGREGATE (MORTH 1008)
Silt Content
Moisture Content
Clay Lumps
iv
Specific Gravity
v
Gradation/Sieve Analysis, Fineness Modulus
vi
Water absorption of Aggregate
vii
viii
Chloride & Sulphate
Deleterious Material
Soundness (Magnesium and Sodium
Sulphate)
CONCRETE (MORTH 1716.2.5)
vii
ix
5
One test for each 400 tones of mix
subject to a minimum of two tests
per day per plant.
Regular control through checks on
the weight of mixed material and
layer thickness
1 test / 700 sq.m area (As per IRC
111-2009)
Initially one, as and when required
by the Engineer
Daily/at every day of concreting
One per source & there after every
month.
one test per day
One per source & there after once
in a week.
One per source & there after once
in a week .
One per source & there after every
month.
Upto
Previous
Month
Present
Month
Cumulative
0
0
9,932
Number of Tests Conducted
In This Month
Upto Previous Month
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
0
0
0
0
0
0
0
0
0
0
2,294
12,226
497
0
497
115
0
115
612
0
612
9,932
2,294
12,226
43
0
43
10
0
10
53
0
53
9,932
2,294
12,226
99
0
99
23
0
23
122
0
122
55,528
11,704
67,232
86
0
86
19
0
19
105
0
105
0
0
0
0
0
0
0
0
0
0
0
0
479
0
479
64
0
64
543
0
543
6
0
6
3
0
3
9
0
9
479
0
479
64
0
64
543
0
543
95
0
95
5
0
5
100
0
100
95
0
95
5
0
5
100
0
100
7
0
7
3
0
3
10
0
10
IS:383,IS:2386 -V
One per source
0
0
0
0
0
0
0
0
0
IS:383,IS:2386 P-VII
IS:383, ASTM 295, IS:2386
Part VIII
IS:383,IS:SP-23
IS:383, IS:2386 P-II
One per source
0
0
0
0
0
0
0
0
0
One per source
0
0
0
0
0
0
0
0
0
One per source
One per source
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
283
283
0
0
0
0
283
283
0
28
28
0
0
0
0
28
28
0
311
311
0
0
0
0
311
311
0
IS:383,IS2386 Part II
(IS:383,IS:2386)
(IS:383, IS:2386 Part II)
(IS:383,IS:2386P-III)
(IS:383,IS:2386 – Part III)
IS:383,IS:2386 P-III
(IS:383,IS:SP -23)
(IS383,IS:2386 Part II)
IS:383,IS:2386 P-V
Daily
Daily/at every day of concreting
At every day of concreting
One per source & there after every
month.
Daily
One per source & there after every
month.
One per source
One per source
One per source
M/s. SAI MAATARINI TOLLWAYS LIMITED
2
0
2
1
0
1
3
0
3
283
0
283
28
0
28
311
0
311
153
0
153
1
0
1
154
0
154
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 93
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
SI.
No.
Type of Test
i
Sample of cube (A sample means a set of 3
cubes)
ii
Workability (Slump)
iii
Cube Strength of Concrete
COMPRESSIVE STRENGTH (MIX DESIGN
CUBES)
No. Of Cubes
Frequency of Test : 1/Design Mix (or)
1/Change of Source
COMPRESSIVE STRENGTH (SITE CUBES)
No. Of Cubes
Frequency of Test : MORTH Sec.1700
Table:1700-8
Test Method
(IS:10262,IS:456, IRC:21)
IS : 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
Frequency of Test
Every concrete spread over entire
period of concreting
Every batch of concrete at dispatch
as well as delivery point
As per requirement
M15 7days
M15 28 days
M20 7days
M20 28 days
M25 7days
M25 28 days
M30 7days
M30 28 days
M35 7days
M35 28 days
M40 7days
M40 28 days
M20Kerb 7days
M20Kerb 28 days
M15 7days
M15 28 days
M20 7days
M20 28 days
M25 7days
M25 28 days
M30 7days
M30 28 days
M35 7days
M35 28 days
M40 7days
M40 28 days
M20 Kerb 7days
M20 Kerb 28 days
Upto
Previous
Month
Present
Month
Number of Tests Conducted
In This Month
Upto Previous Month
Cumulative
1,342.0
123.0
1,465.0
26.0
0.0
26.0
0.0
0.0
0.0
7,502.5
1,203.5
8,706.0
43.0
22.0
65.0
129.5
148.0
277.5
389.5
125.0
514.5
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
465
6
9
0
0
762
1821
9
21
15
27
108
156
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
465
6
9
0
0
762
1821
9
21
15
27
108
156
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
49
0
0
0
0
114
417
3
9
24
36
48
84
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
49
0
0
0
0
114
417
3
9
24
36
48
84
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
267
514
6
9
0
0
876
2238
12
30
39
63
156
240
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
267
514
6
9
0
0
876
2238
12
30
39
63
156
240
QC Test Summary – Section-II (Km 113.000 to Km 166.173)
Executed Quantity
Sl.
No
A
i
ii
iii
iv
v
vi
vii
B
i
ii
iii
Name of Test
Testing Method
Frequency of Test
OGL (Ref. MORTH Section 305 & 900) (1 sample to be collected for every 250 m on either side)
Gradation/Sieve Analysis
IS:2720 (Part 4)
1 test/Sample
Liquid Limit & PI
IS:2720 (Part 5)
1 test/Sample
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/Sample
Moisture Content
IS :2720 (Part 2)
1 test/Sample
CBR
IS:2720 (Part 16)
If sample in SG level
Free Swell Index
IS:2720 (Part 40)
1 test/Sample
Field Density Compaction for OGL
IS:2720 (Part 28)
1 Set Test Per 1000 m2
EARTHWORK (Ref. MORTH Section 305 & 900)
Gradation/Sieve Analysis
IS:2720 (Part 4)
1 test/3000 m3
Liquid Limit & PI
IS:2720 (Part 5)
1 test/3000 m3
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/3000 m3
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto
Previous
Month
Present
Month
Cumulative
_
_
_
_
_
_
277166.67
_
_
_
_
_
_
39,167
1963500
1957500
1962000
138000
138000
138000
Number of Tests Conducted
In This Month
Previous Month
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
_
_
_
_
_
_
316,333
222
222
222
0
2
222
1508
0
0
0
0
0
0
155
222
222
222
0
2
222
1663
0
0
0
0
0
0
235
0
0
0
0
0
0
0
0
0
0
0
0
0
235
222
222
222
0
2
222
1743
0
0
0
0
0
0
155
222
222
222
0
2
222
1898
2101500
2095500
2100000
1282
1282
1285
27
23
23
1309
1305
1308
46
46
46
0
0
0
46
46
46
1328
1328
1331
27
23
23
1355
1351
1354
Page 94
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
iv
v
vi
vii
viii
ix
C
i
ii
iii
iv
v
Moisture Content
CBR
Free Swell Index
Sulphate Content
Field Density Compaction for Embankment
Field Density Compaction for Subgrade
GSB (Ref. MORTH Section 401 & 900)
Gradation/Sieve Analysis
Liquid Limit & PI
Moisture Content
Field Density Compaction
CBR
Testing Method
IS :2720 (Part 2)
IS:2720 (Part 16)
IS:2720 (Part 40)
BS:1377(tests 9/10)
IS:2720 (Part 28)
IS:2720 (Part 28)
IS: 2386-Part 1
IS:2720 (Part 5)
IS :2720 (Part 2)
IS:2720 (Part 28)
IS:2720 (Part 16)
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
vii
Water Absorption
IS:2386 (Part 3)
viii
10% Fines Value
BS:812(Part111)
D
I
WMM (Ref. MORTH Section 406 & 900)
Aggregate Impact Value
ii
Gradation/Sieve Analysis
iii
iv
v
Combined Flakiness Index & Elongation Index
Atterberg Limits (Passing 0.425 mm)
Field Density Compaction
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
vii
Abrasion value
IS:2386 (Part 4)
viii
Water Absorption
IS:2386 (Part 3)
E
i
ii
BITUMINOUS COURSES
PRIME COAT / TACK COAT (Ref. MORTH
Section 502, 503 & 900)
Quality of binder
Temperature of Binder for application
iii
Rate of spread of Binder
1
iii
DBM / BC (Ref. MORTH Section 507, 509 &
900)
Quality of binder
Aggregate Impact Value / Los Angles Abrasion
Value
Flakiness Index & Elongation Index
iv
Stripping value
2
i
ii
IS:2386 (Part 4)
IS:2720 (Part 4) &
IS: 2786-Part 1
IS:2386 (Part 1)
IS:2720 (Part 5)
IS:2720 (Part 28)
IS: 73, 217& 8887
IS: 73
IS:2386 Part 4 &
IS: 2386-Part 3
IS:2386 Part 1
IS:6241
Frequency of Test
Upto
Previous
Month
48250
771000
1942500
_
2738333.3
370083
Number of Tests Conducted
In This Month
Previous Month
Present
Month
Cumulative
0
33000
138000
_
275333
52833
88,400
85,600
40,250
481,000
_
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
48250
804000
2080500
_
3013667
422917
193
247
1268
0
15661
4170
0
10
27
0
769
271
193
257
1295
0
16430
4441
30
11
46
0
1598
606
0
0
0
0
54
28
30
11
46
0
1652
634
223
258
1314
0
17259
4776
0
10
27
0
823
299
50
268
1341
0
18082
5075
21,600
21,600
6,250
85,000
0
110,000
107,200
46,500
566,000
_
428
428
161
866
43
14
0
0
96
0
442
428
161
962
43
108
108
25
155
0
0
0
0
15
0
108
108
25
170
0
536
536
186
1,021
43
14
0
0
111
0
550
536
186
1,132
43
_
0
_
4
0
4
0
0
0
4
0
4
_
0
_
5
0
5
0
0
0
5
0
5
_
0
_
8
0
8
0
0
0
8
0
8
1 test/500 m3
75200
14400
89600
376
0
376
53
0
53
429
0
429
1 test/200 m3 of aggregate
62900
15400
78300
629
0
629
77
0
77
706
0
706
1 test/500 m3
1 test/200 m3
1 test/500 m2
Initially one, as and when required
by the Engineer
Initially one, as and when required
by the Engineer
Initially one, as and when required
by the Engineer
75200
62600
675500
14400
15400
130500
89600
78000
806000
376
626
1241
0
0
110
376
626
1351
53
77
249
0
0
12
53
77
261
429
703
1490
0
0
122
429
703
1612
_
_
0
2
0
2
0
0
0
2
0
2
_
1
0
2
0
2
0
0
0
2
0
2
_
1
0
2
0
2
0
0
0
2
0
2
1 test/lot
At regular close interval
One test per 500sq.m and not less
than two tests per day
0
0
0
0
0
0
5
36
0
0
5
36
2
25
0
0
2
25
7
61
0
0
7
61
101500
60000
161500
203
0
203
120
0
120
323
0
323
1 test/250 m2
1 test/3000 m3
1 test/3000 m3
As & when Required
1 Set Test Per 1000 m2
1 Set Test Per 500 m2
1 test/200 m3
1 test/200 m3
1 test/250 m2
1 test/500 m2
1 test/ source and as when required
Initially one, as and when required
by the Engineer
1 test/ source and as when required
Initially one, as and when required
by the Engineer
1 test/lot
0
0
0
34
0
34
3
0
3
37
0
37
One test per 350 cum. of aggregate
3900
4213
8113
78
0
78
25
0
25
103
0
103
One test per 350 cum. of aggregate
Initially one test of 3 representative
specimens for each source of
supply. Subsequently when
warranted by changes in the quality
of aggregates.
3900
4213
8113
78
0
78
25
0
25
103
0
103
0
0
0
6
0
6
2
0
2
8
0
8
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 95
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
Testing Method
v
Water absorption of aggregate
IS:2386 Part 3
vi
Soundness (Magnesium and sodium sulphate)
IS:2386 Part 5
vii
Sand equivalent test for fine aggregate
IS:2720 Part 37
viii
Plasticity Index
(IS:2720 Part 5
ix
Stone Polish Test
x
Percentage of fractured faces
xi
Mix grading
xii
Stability of mix
xiii
Water sensitivity of mix (Retained tensile
strength)
xv
Control of binder content and grading of the
mix.
xvi
Rate of spread of mixed material
xvii
F
1
i
Density of compacted layer
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MoRTH 1007)
Moisture Content
(BS 812 Part – 114)
IS:2720 (Part 4)
Asphalt Institute Manual
MS-2
AASHTO T 283
Asphalt Institute Manual
MS-2
IS:383,IS:2386 P-III
ii
Specific Gravity
IS:383, IS:2386 - Part III
iii
Gradation/Sieve Analysis
Aggregate Impact Value/Los Angles Abrasion
Value
IS:383,IS:2386 – Part 1
iv
IS:383, IS:2386 Part IV
v
Flakiness Index
IS:383,IS:2386 P-1
vi
Water absorption of Aggregate
IS383,IS:2386 P-III
Frequency of Test
Initially one test of 3 representative
specimens for each source of
supply. Subsequently when
warranted by changes in the quality
of aggregates.
Initially, one determination by each
method for each source of supply,
then as warranted by change in the
quality of the aggregates.
Initially one, as and when required
by the Engineer
Initially one, as and when required
by the Engineer
Initially one, as required, for
Bituminous Concrete.
When gravel is used, one test per
50 cum of aggregate.
One set of tests on individual
constituents and mixed aggregate
from the drier for each 400 tones of
mix subject to a minimum of two
tests per plant per day.
For each 400 tones of mix
produced, a set of 3 Marshall
specimens to be prepared and
tested for stability, flow value,
density and void content subject to
a minimum of two sets being tested
per plant per day.
Initially one test of 3 representative
specimens for each source of
supply. Subsequently when
warranted by changes in the quality
of aggregates (if required)
One test for each 400 tones of mix
subject to a minimum of two tests
per day per plant.
Regular control through checks on
the weight of mixed material and
layer thickness
1 test / 250 sq.m area
Daily/at every day of concreting
One per source & there after every
month.
one test per day
One per source & there after once
in a week.
One per source & there after once
in a week .
One per source & there after every
month.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto
Previous
Month
Present
Month
Cumulative
0
0
0
Number of Tests Conducted
In This Month
Previous Month
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
0
5
0
5
0
0
0
5
0
5
0
0
1
0
1
0
0
0
1
0
1
0
0
0
1
0
1
0
0
0
1
0
1
0
0
0
20
0
20
3
0
3
23
0
23
0
0
0
1
0
1
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
12000
18000
30000
56
0
56
45
0
45
101
0
101
12000
18000
30000
60
0
60
45
0
45
105
0
105
0
0
0
6
0
6
0
0
0
6
0
6
0
0
0
56
0
56
45
0
45
101
0
101
0
0
0
0
0
0
0
0
0
0
0
0
36500
28000
64500
146
0
146
112
0
112
258
0
258
_
_
_
871
0
871
248
0
248
1119
0
1119
_
_
_
13
0
13
0
0
0
13
0
13
_
_
_
781
0
781
92
0
92
873
0
873
_
_
_
78
0
78
3
0
3
81
0
81
_
_
_
77
0
77
3
0
3
80
0
80
_
_
_
8
0
8
0
0
0
8
0
8
Page 96
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
vii
viii
Soundness (Magnesium and sodium sulphate)
Alkali-Aggregate reactivity
ix
Petrographic Analysis
x
xi
2
i
ii
iii
Chloride & Sulphate
Deleterious Material
FINE AGGREGATE (MORTH 1008)
Silt Content
Moisture Content
Clay Lumps
iv
Specific Gravity
v
Gradation/Sieve Analysis, Fineness Modulus
vi
Water absorption of Aggregate
vii
viii
ix
Chloride & Sulphate
Deleterious Material
Soundness (Magnesium and Sodium Sulphate)
43 GRADE ORDINARY PORTLAND CEMENT
(Ref. IS: 8112 & MoRTH 1006)
Initial Setting Time
Final Setting Time
Soundness by Le-Chatlier’s method (%)
Fineness by dry sieve method 90micron
Compressive strength
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
Lime Saturation factor
Magnesia
Sulphuric anhydride
Alkalies
Chlorides
53 GRADE ORDINARY PORTLAND CEMENT
(Ref. IS: 12269, MoRTH 1006)
Initial Setting Time
Final Setting Time
Soundness (by Le-Chatlier’s method) by
Autoclave (%)
Fineness (by Blaine’s air permeability method)
Compressive strength
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
Lime Saturation factor
Magnesia
Sulphuric anhydride
Alkalies
Chlorides
3
i
ii
iii
iv
v
vi
vii
viii
ix
x
xi
xii
xiii
xiv
4
i
ii
iii
iv
v
vi
vii
viii
ix
x
xi
xii
xiii
xiv
IS:383,IS:2386 -V
IS:383,IS:2386 P-VII
IS:383, ASTM 295, IS:2386
Part VIII
IS:383,IS:SP-23
IS:383, IS:2386 P-II
IS:383,IS2386 Part II
(IS:383,IS:2386)
(IS:383, IS:2386 Part II)
(IS:383,IS:2386P-III)
(IS:383,IS:2386 – Part III)
IS:383,IS:2386 P-III
(IS:383,IS:SP -23)
(IS383,IS:2386 Part II)
IS:383,IS:2386 P-V
(IS:4031)
One per source
One per source
One per source
_
_
_
3
0
3
0
0
0
3
0
3
One per source
One per source
_
_
_
_
_
_
1
3
0
0
1
3
0
0
0
0
0
0
1
3
0
0
1
3
Daily
Daily/at every day of concreting
At every day of concreting
One per source & there after every
month.
Daily
One per source & there after every
month.
One per source
One per source
One per source
_
_
_
_
_
_
_
_
_
37
792
0
0
0
0
37
792
0
3
124
0
0
0
0
3
124
0
40
916
0
0
0
0
40
916
0
_
_
_
12
0
12
0
0
0
12
0
12
_
_
_
552
0
552
46
0
46
598
0
598
_
_
_
10
0
10
0
0
0
10
0
10
_
_
_
_
_
_
_
_
_
0
3
0
0
0
0
0
3
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
0
0
3
0
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
41
41
11
41
132
5
3
3
3
3
3
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
41
41
11
41
132
5
3
3
3
3
3
3
3
3
3
2
2
2
9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
2
2
2
9
0
0
0
0
0
0
0
0
0
44
43
13
43
141
5
3
3
3
3
3
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44
43
13
43
141
5
3
3
3
3
3
3
3
3
_
_
_
_
_
_
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
_
_
_
0
0
0
0
0
0
0
0
0
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
0
0
3
3
3
3
3
3
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
3
3
3
3
3
3
3
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Frequency of Test
One test per week and
once per source 3rd party testing
IS 516
(IS:4032)
MTC for each supply andone per
source 3rd party testing
(IS:4031)
One test per week and
once per source 3rd party testing
IS 516
(IS:8112)
Number of Tests Conducted
In This Month
Upto
Previous
Month
_
_
Testing Method
MTC for each supply and
one per source 3rd party testing
M/s. SAI MAATARINI TOLLWAYS LIMITED
Previous Month
Present
Month
Cumulative
_
_
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
_
_
3
3
0
0
3
3
0
0
0
0
0
0
3
3
0
0
3
3
0
0
0
0
0
0
0
0
0
Page 97
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
5
i
ii
iii
iv
v
vi
vii
viii
ix
6
Name of Test
Testing Method
WATER (MORTH 1010)
Volume of 0.02N NaOH required to neutralize
100 ml sample of water using phenolphthalein
as an indicator
Volume of 0.02N H2SO4 required to
neutralize 100 ml sample of water using
methyl orange as an indicator
Solids
Organic
Inorganic
Sulphates (SO4)
Chlorides (CI)
Suspended matter
pH
ADMIXTURE (MORTH 1012)
(IS:3025)
(IS:3025)
(IS:456,IS:3025)
i
Chloride Content
ii
Dry Material content
(IS:9103)
iii
Ash content
(IS:9103)
iv
Relative density
(IS:9103)
7
CONCRETE (MORTH 1716.2.5)
Sample of cube (A sample means a set of 3
cubes)
i
ii
Workability (Slump)
iii
Cube Strength of Concrete
COMPRESSIVE STRENGTH (MIX DESIGN CUBES)
No. Of Cubes
1
Frequency of Test : 1/Design Mix (or)
1/Change of Source
COMPRESSIVE STRENGTH (SITE CUBES)
No. Of Cubes
2
Frequency of Test : MORTH Sec.1700
Table:1700-8
Frequency of Test
(IS:9103, IS:6925)
(IS:10262,IS:456, IRC:21)
IS : 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
(As per IRC SP 84,8.6ii)
Water from each source shall be
tested before start of work and
there afterevery 3 months and after
every monsoon till the completion
of work.
Once per source and as when
required
Once per source and as when
required
Once per source and as when
required
Once per source and as when
required
Every concrete spread over entire
period of concreting
Every batch of concrete at dispatch
as well as delivery point
As per requirement
M15 7days
M15 28 days
M20 7days
M20 28 days
M25 7days
M25 28 days
M30 7days
M30 28 days
M35 7days
M35 28 days
M40 7days
M40 28 days
M45 7days
M45 28days
M15 7days
M15 28 days
M20 7days
M20 28 days
M25 7days
M25 28 days
M30 7days
M30 28 days
M35 7days
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto
Previous
Month
Present
Month
Cumulative
_
_
_
Number of Tests Conducted
In This Month
Previous Month
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
_
2
0
2
1
0
1
3
0
3
_
_
2
0
2
1
0
1
3
0
3
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
2
2
2
2
0
0
0
0
0
0
0
2
2
2
2
2
2
2
1
1
1
1
1
1
1
0
0
0
0
0
0
0
1
1
1
1
1
1
1
3
3
3
3
3
3
3
0
0
0
0
0
0
0
3
3
3
3
3
3
3
_
_
_
2
0
2
1
0
1
3
0
3
_
_
_
2
0
2
1
0
1
3
0
3
_
_
_
2
0
2
1
0
1
3
0
3
_
_
_
2
0
2
1
0
1
3
0
3
_
_
_
9972
0
9972
1800
0
1800
11772
0
11772
_
_
_
17799
0
17799
2500
0
2500
20299
0
20299
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5387.5
489
5876.5
0
0
0
19
21
15
14
0
2
19
21
13
14
9
13
7
6
538
931
0
0
11
8
2185
4533
155
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
21
15
14
0
2
19
21
13
14
9
13
7
6
538
931
0
0
11
8
2185
4533
155
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
74
0
0
0
4
255
595
22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
74
0
0
0
4
255
595
22
19
21
15
14
0
2
19
21
13
14
9
13
7
6
600
1005
0
0
11
12
2440
5128
177
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
21
15
14
0
2
19
21
13
14
9
13
7
6
600
1005
0
0
11
12
2440
5128
177
62
0
62
42380
4629
47009
3611
736
4347
Page 98
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215 in the state of Odisha under NHDP Phase-III as
BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Executed Quantity
Sl.
No
Name of Test
Testing Method
IS 516
IS 516
IS 516
IS 517
IS 518
IS 516
IS 516
Upto
Previous
Month
Present
Month
M40 7days
M40 28 days
M45 7days
M45 28 days
M20Kerb 7days
M20Kerb 28 days
STEEL
MTC
ii
SAMPLING
IS 1786
CHEMICAL
UTS
YIELD STRESS
ELONGATION
BEND TEST
REBEND TEST
UNIT WEIGHT
DIAMETER
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
Each Delivery
FOR BELOW 100 TONS UNDER 10MM - 1/25TON; 10-MM TO 16 MM
- 1/35TON; OVER 16-MM 1/45TON
Each Consignment
M/s. SAI MAATARINI TOLLWAYS LIMITED
Number of Tests Conducted
In This Month
Previous Month
Cumulative
M35 28 days
8
i
iii
iv
v
vi
vii
viii
ix
x
Frequency of Test
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
314
39
51
3
0
70
124
0
0
0
0
0
0
0
314
39
51
3
0
70
124
56
8
30
4
11
10
31
0
0
0
0
0
0
0
56
8
30
4
11
10
31
370
47
81
7
11
80
155
0
0
0
0
0
0
0
370
47
81
7
11
80
155
424
147
571
97
193
290
786.5
258
1044.5
_
_
_
216
0
216
33
0
33
249
0
249
_
_
_
205
0
205
18
0
18
223
0
223
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
84
84
84
84
84
84
216
216
0
0
0
0
0
0
0
0
84
84
84
84
84
84
216
216
6
6
6
6
6
6
33
33
0
0
0
0
0
0
0
0
6
6
6
6
6
6
33
33
90
90
90
90
90
90
249
249
0
0
0
0
0
0
0
0
90
90
90
90
90
90
249
249
Page 99
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
19.
Appendix 3 - List of Plant and Equipment
20. Section (0-113)
Sl.
Description of P&M
No.
PLANTS
1
Crusher
2
Crusher
3
Crusher
4
Batching Plant
5
Batching Plant
6
Batching Plant
7
Wet Mix Plant
8
Wet Mix Plant
9
Wet Mix Plant
10
Hot Mix Plant
11
Hot Mix Plant
12
Hot Mix Plant
MACHINERY
1
JCB
2
Hire JCB
3
Excavator
4
Hire excavator
5
Loader-3036
6
Hire loader
7
Soil compactors
8
Grader cat120k
9
Sensor- Paver
10
Crane hydra
11
Hire hydra crane
12
Dumper
13
BT Sprayer
14
Hire dumpers
15
Boom Placer
16
Bolero
17
Camper Genio
18
Diesel tanker
19
Dozer
20
Concrete Pump (mcp/12)
21
Dewatering Pump
22
DG Sets (5 Kva – 500 Kva)
23
Kerb Laying
24
Water Tanker
25
Transit Mixer
26
Trailers
27
PTR
28
Concrete Pump
29
Kerb Cutting
Make/Brand
Capacity
Available
at Site
Remarks
Metso
Metso
Puzzolana
Schwing Stetter
Schwing Stetter
Schwing Stetter
Apollo
MAXMECH
Apollo
Apollo
Speco
Speco
240 TPH
240 TPH
200 TPH
30 CPH
60 CPH
30 CPH
160 TPH
200 TPH
250 TPH
160 TPH
160 TPH
160 TPH
1
1
1
1
1
1
1
1
1
1
1
1
KM-42
KM-58
KM-94
KM-19
KM-58
KM-94
KM-18
KM-58
KM-94
KM-32
KM-58
KM-94
0.3 m3
0.3 m3
1 m3
1 m3
1.7 m3
1.7 m3
8-10 Ton
200 Cum/hr
Cum/Hr/40/30
5-16 T
10-20T
20 MT
2.4 – 6 Mtr
20 MT
12 KL
60Cum/Hr (Max)
0.75 – 2.5 HP
5 Kva
80 Rmt/hr
12 KL
6 m3
-
4
4
5
17
9
7
13
7
4
2
6
34
3
50
1
11
17
3
2
6
2
33
3
16
13
5
1
6
1
Make/Brand
Capacity
Available
at Site
Remarks
Puzzolana
Puzzolana
200 TPH
240 TPH
1
1
@ Ch 115+000
@ Ch 116+000
Vogele
MCP/9,12
21. Section (113-166)
Sl.
No.
A
1
2
Name of P&M
Plant
Crusher
Crusher
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page
100
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Sl.
No.
Name of P&M
3
Batching Plant
4
5
6
7
B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
WMM PLANT
WMM PLANT
HM Plant
HM Plant
Machinery
Excavator
Excavator
Dumper
Tipper
WMM Paver
Dozer (D80)
Grader
Grader
Escort Roller
JCB Roller
Tandom Roller
PTR Roller
Water Tanker
JCB
Transit Mixer
Transit Mixer
Transit Mixer
Loader
BT Sprayer
Tractor
Broomer
Kerb Casting Machine
Plate Earth Compacter – 1
24
25
26
27
Concrete Pump
Electrical Vibrator 3 Phase - 1
Petrol Vibrator – 1
DG Set
28
29
30
31
32
33
34
35
36
DG Set
DG Set
DG Set Silent
DG Set Silent
DG Set Silent
DG Gen Set
DG Gen Set
DG Gen Set
Trolley Based Search Light
Air Compressor with Patch
Heater
Welding Transformer 450
Amp – 1
Welding Machine – 2
Weigh Bridge 80/100
Hydra Crane
Trailors (40 feet Length x 9.0
m width)
Kerb Cutter
Rock Breaker
37
38
39
40
41
42
43
44
Make/Brand
Capacity
Available
at Site
SchwingStetter
30 cum/Hr
3
Appolo
Condequip
Appolo
Appolo
160 TPH
200 TPH
200 TPH
160 TPH
1
1
1
1
TATA-210
L&T
Ashok Leyland
TATA
Vogele
Hindustan
CAT
Sany
Escort
JCB
Dynapac
Dynapac
Ashok Leyland
CAT
Asia Motors
Ashok Leyland
Ashok Leyland
Hindustan
Ashok Leyland
Ford
Appolo
Appolo
Testwell
Greaves Cotton
Ltd.
KillicEng
Killic
Caterpillar
Greaves Cotton
Ltd.
Caterpillar
Kirloskar
Kirloskar
Kirloskar
Kirloskar
Kirloskar
Kirloskar
Sigma
1m3
1 m3
14m3
-
12 KL
0.3 m3
6 m3
6 m3
4 m3
1.7 m3
-
22
11
116
9
2
12
6
5
13
3
3
1
17
10
6
9
2
6
2
3
1
1
1
500 KVA
5
4
1
3
400 KVA
250 KVA
160 KVA
125 KVA
100 KVA
63 KVA
40 KVA
20 KVA
5 KVA
1
1
1
1
1
1
1
1
3
N/A
3 PHASE
1
Shaketech
Rama
Vishwakarma
Ashok Leyland
3 PHASE
3 PHASE
80MT
-
1
1
3
3
Ashok Leyland
Appolo
-
-
3
1
2
M/s. SAI MAATARINI TOLLWAYS LIMITED
-
Remarks
1-@ Ch 115+400, 2- @ Ch 148+800 &
3- @ Ch 151+200
@ Ch 115+000
@ Ch 134+200
@ Ch 116+000
@ Ch 134+200
Page 101
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Sl.
No.
45
46
22.
Name of P&M
Make/Brand
Capacity
Cruller Drill with Compressor
Tata 407 HSD Distributer
TATA
3 KL
Available
at Site
2
1
Remarks
Appendix 4 - List of Lab Equipment & Calibration Status
Lab at Km 19
Sl.
No.
1
2
3
4
5
6
7
8
9
10
11
12
14
16
17
18
19
20
21
22
23
24
25
26
27
29
31
32
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
Name of Equipment / Instrument
300o
Thermostatic Controlled Oven ( 0 to
Capacity) Big
Thermostatic Controlled Oven ( 0 to 300o Capacity) Medium
Water Bath, Capacity-50 Litre
Electronic balance (30 kg ) 1 gm accuracy
Electronic balance (30 kg ) 1 gm accuracy
Electronic balance (30 kg ) 1 gm accuracy
Electronic balance (30 kg ) 5 gm accuracy
Electronic balance (1000 gm ) 0.1 gm accuracy
Electronic balance (15 kg) 1.0 gm accuracy
Electronic balance (15 kg) 0.5 gm accuracy
Electronic balance (15 kg) 0.5 gm accuracy
Electronic balance (600 gm ) 0.01 gm accuracy
Rapid Moisture Meters
100,75,63,53,50,45,40,37.5,31.5,26.5,25,22.4,20,19,16,14,13.2,12.5,11.2
,10,9.5,6.3,5.6,4.75 mm (450 mm dia IS Sieves)
4.75,2.36,2.8,2,1.4,1.18,1,0.710,0.600,0.500,0.425,0.355,0.300,0.180,0.1
50,0.090,0.075 mm & Pan (200 mm dia Brass Is Sieves)
Casagrande Liquid limit testing device
Casagrande Liquid limit testing device
CBR Testing Machine
Cone penetro meter
Proctor mould 2250 cc with 4.9kg rammer
Proctor mould 2250 cc with 4.9kg rammer
Proctor mould 2250 cc with 4.9kg rammer
Proctor mould 2250 cc with 4.9kg rammer
Proctor mould 1000 cc with2.6kg rammer
Proctor mould 1000 cc with2.6kg rammer
Sand Pouring Cylinders with complete set (100mm dia)
Sand Pouring Cylinders with complete set (150mm dia)
Sand Pouring Cylinders with complete set (200mm dia)
CBR moulds
Aluminium containers
Proving Ring (50 KN)
No-980
Proving Ring (50 KN)
No-239
Proving Ring (50 KN)
No-945
Vicat Needle Apparatus ( with dash pot)
Cement Mortar Cube Moulds (7.06x7.06x7.06 cm)
Aggregate Impact Value Test Apparatus
Flakiness Gauge
Elongation Gauge
Concrete Cube moulds ( 150x150x150 mm)
Concrete beam moulds ( 150x150x700 mm)
Slump cone with rod
Compressive Testing Machine (2000 kn) (CTM)
Cement mortar cube vibrating machine
Aggregate Crushing Value
M/s. SAI MAATARINI TOLLWAYS LIMITED
1
1
1
1
1
1
1
1
1
1
1
1
1
Last Date of
Calibration
11.11.14
11.11.14
22.07.14
11.11.14
11.11.14
11.11.14
11.11.14
11.11.14
11.11.14
11.11.14
11.11.14
11.11.14
16.02.15
Due Date of
Calibration
10.11.15
10.11.15
21.07.15
10.11.15
10.11.15
10.11.15
10.11.15
10.11.15
10.11.15
10.11.15
10.11.15
10.11.15
15.08.15
50
11.11.14
10.11.15
43
11.11.14
10.11.15
1
1
1
1
1
1
1
1
1
1
1
1
1
56
150
1
1
22.07.14
22.07.14
22.07.14
13.11.14
24.06.14
24.06.14
24.06.14
24.06.14
24.06.14
24.06.14
10.02.15
10.02.15
10.02.15
10.11.14
24.12.14
14.11.14
14.10.14
14.10.14
13.11.14
11.11.14
11.11.14
13.11.14
13.11.14
11.11.14
28.02.15
22.07.14
30.06.14
13.11.14
22.07.14
21.07.15
21.07.15
21.07.15
12.11.15
23.06.15
23.06.15
23.06.15
23.06.15
23.06.15
23.06.15
09.05.15
09.05.15
09.05.15
09.11.15
23.06.15
13.11.15
14.10.15
14.10.15
12.11.15
10.11.15
10.11.15
12.11.15
12.11.15
10.11.15
27.02.16
21.07.15
30.06.15
12.11.15
21.07.15
Quantity
1
15
1
3
3
93
19
5
1
1
2
Remarks
Page 102
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Sl.
No.
50
51
52
53
54
55
58
59
60
61
62
63
Name of Equipment / Instrument
Soundness apparatus
Bitumen Penetro meter
Ring & ball apparatus electrically operated
Ductility Test apparatus (Complete Set)
Tar Visco meter
Digital Water Bath,Accuracy- 1 deg C
Saybolt Visco meter
Modified Marshall Rammers
Modified Marshall Moulds
Standard Marshall Rammers
Standard Marshall Moulds
Core cutting machine with entire assembly
Quantity
5
1
1
1
1
1
1
4
15
4
30
1
Last Date of
Calibration
13.11.14
22.07.14
22.07.14
22.07.14
22.07.14
22.07.14
22.07.14
05.08.14
05.08.14
05.08.14
05.08.14
22.07.14
Due Date of
Calibration
12.11.15
21.07.15
21.07.15
21.07.15
21.07.15
21.07.15
21.07.15
04.08.15
04.08.15
04.08.15
04.08.15
21.07.15
Last Date of
Calibration
04-06-2014
04-06-2014
04-06-2014
04-06-2014
04-06-2014
04-06-2014
04-06-2014
04-06-2014
10-01-2015
09-01-2015
20-02-2015
04-06-2014
04-06-2014
04-06-2014
04-06-2014
04-06-2014
06-01-2015
11-02-2015
06-01-2015
11-02-2015
25-03-2015
06-01-2015
21-02-2015
21-02-2015
21-02-2015
04-06-2015
01-07-2014
01-07-2014
04-06-2014
06-06-2015
04-06-2014
04-06-2014
06-06-2015
06-06-2015
03-06-2015
04-06-2014
04-06-2014
04-06-2014
04-06-2014
06-06-2015
06-06-2015
Due Date of
Calibration
03-06-2015
03-06-2015
03-06-2015
03-06-2015
03-06-2015
03-06-2015
03-06-2015
03-06-2015
09-01-2016
08-07-2015
19-08-2015
03-06-2015
03-06-2015
03-06-2015
03-06-2015
03-06-2015
05-04-2015
10-05-2015
05-04-2015
10-05-2015
24-06-2015
05-04-2015
20-02-2016
20-02-2016
20-02-2016
04-12-2015
01-07-2015
01-07-2015
06-06-2015
04-12-2015
06-06-2015
06-06-2015
04-12-2015
04-12-2015
02-12-2015
06-06-2015
06-06-2015
06-06-2015
06-06-2015
04-12-2015
04-12-2015
Remarks
Lab at Km 55+000
SI.
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
Name of Equipment / Instrument
Thermostatic Controlled Oven ( 0 to 300o Capacity) Big
Thermostatic Controlled Oven ( 0 to 300o Capacity) Medium
Digital Water Bath, Capacity-50 Liter
Plateform balance (300 kg ) 100 gm accuracy
Electronic balance (30 kg )5 gm accuracy
Electronic balance (10kg ) 1.0 gm accuracy
Electronic balance (15 kg) 1.0 gm accuracy
Electronic balance (600 gm ) 0.01 gm accuracy
Digital Thermometer, (0 to +300°C)
Rapid Moisture Meter - 01
Rapid Moisture Meter - 03
IS Sieves (100 mm to 4.75 mm 450 mm Dia GI )
IS Sieves (4.75 mm to 0.075 mic Dia Brass )
Casagrande Liquid limit testing device
Cone penetro meter
Proctor mould & rammer(small & big)
Sand Pouring Cylinders with complete set (100mm dia)-2 & 3
Sand Pouring Cylinders with complete set (100mm dia)-1
Sand Pouring Cylinders with complete set (150 mm dia)-2
Sand Pouring Cylinders with complete set (150 mm dia)-3
Sand Pouring Cylinders with complete set (200mm dia)-1
Sand Pouring Cylinders with complete set (200mm dia)-2
CBR moulds
Surcharge weight (2.5 Kg)
Perforated plates
Aluminum containers
Proving Ring (50 KN)
Proving Ring (25 KN)
Vicat Needle Apparatus ( with dash pot)
Cement Mortar Cube Moulds (7.06x7.06x7.06 cm)
Aggregate Impact Value Test Apparatus
Flakiness & Elongation Gauge
Concrete Cube moulds ( 150x150x150)mm
Slump cone with rod
Cement mortar cube vibrating machine
Ductility Test apparatus (Complete Set)
Ring & ball apparatus electrically operated
Bitumen Penetro meter
Saybolt Visco meter
Modified Marshall Rammers
Modified Marshall Moulds
M/s. SAI MAATARINI TOLLWAYS LIMITED
Quantity
3
1
1
1
4
2
1
2
5
1
1
45
48
4
4
10
5
5
5
5
3
3
30
30
15
200
1
1
1
12
2
5
140
10
1
1
1
1
1
3
15
Remarks
Page 103
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
SI.
No.
42
43
44
45
46
47
48
Name of Equipment / Instrument
Standard Marshall Rammers
Standard Marshall Moulds
WMM Plant
Concrete Batch mix Plant
Hot Mix Plant
Standard Measurement Cylinders (5,15&30 Lt capacity)
Thin Film Oven
Quantity
3
18
1
1
1
3
1
Last Date of
Calibration
06-06-2015
06-06-2015
30-12-2014
30-12-2014
08-01-2015
04-06-2014
04-06-2014
Due Date of
Calibration
04-12-2015
04-12-2015
29-03-2015
29-03-2015
07-04-2015
06-06-2015
06-06-2015
Last Date of
Calibration
23-01-15
23-01-15
23-01-15
23-01-15
23-02-15
23-02-15
25-01-15
23-02-15
23-01-15
21-10-14
03-11-14
28-08-14
29-11-14
29-11-14
18-06-14
06-06-14
02-02-15
07-02-15
03-02-15
03-02-15
06-06-14
06-06-14
29-11-14
24-10-14
16-01-14
27-02-14
18-06-14
06-06-14
20-10-14
20-10-14
23-01-15
23-01-15
23-01-15
23-01-15
23-01-15
23-12-14
23-01-15
23-01-15
23-01-15
23-01-15
21-10-14
23-01-15
Due Date of
Calibration
22-01-16
22-01-16
22-01-16
22-01-16
22-02-16
22-02-16
24-01-16
22-02-16
22-01-16
20-04-15
02-05-15
27-08-15
28-11-15
28-11-15
17-06-15
05-06-15
01-05-15
06-05-15
02-05-15
02-05-15
05-06-15
05-06-15
28-11-15
23-04-15
16-07-15
26-08-15
17-06-15
05-06-15
19-04-15
19-04-15
22-01-16
22-01-16
22-01-16
22-01-16
22-01-16
22-12-15
22-07-15
22-07-15
22-07-15
22-07-15
20-10-15
22-01-16
Last Date of
Calibration
Due Date of
Calibration
Remarks
Lab at Km 94+300
SI.
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
Name of Equipment / Instrument
Thermostatic Controlled Oven ( 0 to 300o Capacity) Big
Thermostatic Controlled Oven ( 0 to 300o Capacity) Medium
Digital Water Bath, Capacity-50 Liter
Digital Water Bath, Capacity-25 Liter
Electronic balance (60 kg ) 5 gm accuracy
Electronic balance (30 kg ) 1 gm accuracy
Electronic balance (5 kg) 0.1 gm accuracy
Electronic balance (600 gm ) 0.01 gm accuracy
Digital Thermometer, (-40 to +300°C)
Rapid Moisture Meter - 01
Rapid Moisture Meter - 03
IS Sieves (450,300 & 200 mm Dia)
Casagrande Liquid limit testing device
Cone penetro meter
CBR Testing Machine
Proctor mould & rammer(small & big)
Sand Pouring Cylinders with complete set (100mm dia)-1
Sand Pouring Cylinders with complete set (100mm dia)-2
Sand Pouring Cylinders with complete set (200mm dia)-1
Sand Pouring Cylinders with complete set (200mm dia)-2
CBR moulds
Surcharge weight (2.5 Kg)
Perforated plates
Aluminum containers
Proving Ring (50 KN)
Proving Ring (30 KN)
Aggregate Impact Value Test Apparatus
Flakiness & Elongation Gauge
Concrete Cube moulds ( 150x150x150)mm
Slump cone with rod
Ductility Test apparatus (Complete Set)
Ring & ball apparatus electrically operated
Bitumen Penetro meter
Saybolt Visco meter
Tar Visco meter
Cannonmanning U tube visco meter (13mm u Tube)
Modified Marshall Rammers
Modified Marshall Moulds
Standard Marshall Rammers
Standard Marshall Moulds
Standard Measurement Cylinders (3,15&30 Lt capacity)
Thin Film Oven
Quantity
2
1
1
1
1
2
1
1
5
1
1
24
1
1
1
7
1
1
1
1
54
69
32
126
1
1
1
2
45
2
1
1
1
1
1
1
3
15
5
18
3
1
Remarks
Lab at Km 115+500
SI.
No.
Name of Equipment / Instrument
M/s. SAI MAATARINI TOLLWAYS LIMITED
Quantity
Remarks
Page 104
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
SI.
No.
1
Name of Equipment / Instrument
Thermostatic Controlled Oven ( 0 to 300o Capacity) Big
300o
Capacity) Medium
1
Last Date of
Calibration
23-02-15
Due Date of
Calibration
23-02-16
Quantity
2
Thermostatic Controlled Oven ( 0 to
1
21-12-14
21-12-15
3
Digital Water Bath, Capacity-50 Liter
1
28-09-14
25-09-15
4
Electronic balance (30 kg )
2
13-11-14
13-11-15
5
Electronic balance (75 kg )
1
17-11-14
17-11-15
6
Electronic balance (20 kg )
1
14-11-14
14-11-15
7
Electronic balance (5 kg)
2
14-11-14
13-11-15
8
Electronic balance (200 kg)
1
17-11-14
16-11-15
9
Electronic balance (600 gm )
1
14-11-14
14-11-15
10
Digital Thermometer, Accuracy-1°C
2
22-10-14
22-10-15
11
IS SIEVES (450,300 & 200 MM Dia)
1 Set
23-02-15
23-02-16
12
CBR Testing Machine
1
24-12-14
23-12-15
13
Proctor mould & rammer(small & big)
3
19-12-14
19-06-15
14
Sand Pouring Cylinders with complete set (200mm dia)
2
26-11-14
25-05-15
15
CBR moulds
18
19-12-14
19-06-15
16
Surcharge weight (2.5 Kg)
16
19-12-14
19-06-15
17
Perforated plates
16
20-12-14
20-05-15
18
Aluminum containers
226
19-12-14
19-06-15
19
Proving Ring (50 KN)
1
11-09-14
11-09-15
20
Vicat Needle Apparatus ( with dash pot)
1
23-02-15
23-08-15
21
Cement Mortar Cube Moulds (7.06x7.06x7.06 cm)
9
23-02-15
23-08-15
22
Aggregate Impact Value Test Apparatus
1
17-12-14
17-05-15
23
Flakiness & Elongation Gauge
1
23-02-15
23-08-15
24
Concrete Cube moulds ( 150x150x150)mm
95
23-02-15
23-08-15
25
Slump cone with rod
10
23-02-15
23-08-15
26
Cement mortar cube vibrating machine
1
21-11-14
20-05-15
27
Soundness apparatus
1
11-12-14
11-12-15
28
Ductility Test apparatus (Complete Set)
1
25-09-14
24-09-15
29
Ring & ball apparatus electrically operated
1
25-12-14
25-12-15
30
Bitumen Penetro meter
1
27-09-14
26-09-15
31
Modified Marshall Rammers
2
17-12-14
17-06-15
32
Modified Marshall Moulds
15
17-12-14
17-06-15
33
Standard Marshall Rammers
2
20-11-14
20-05-15
34
Standard Marshall Moulds
21
20-11-14
20-05-15
M/s. SAI MAATARINI TOLLWAYS LIMITED
Remarks
Page 105
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
23. Appendix 5 - Calibration Status of Plants
Sl.
No.
Description of Equipment / Instrument
MAKE /
BRAND
Last Date of
Calibration
Calibration
Frequency
Due Date of
Calibration
Apollo 200TPH
05-03-15
3 Months
04-06-15
Schwing Stetter, CP30
06-12-14
3 Months
05-03-15
1
WMM Plant @ 17+860 LHS
2
Concrete Batch mix Plant @ 18+500 LHS
3
Hot Mix Plant @ Km 32+300 LHS
Apollo ANP 200
05-01-15
3 Months
04-04-15
4
Hot Mix Plant @ Km 55+400
Sepco 160TPH
08-01-15
3 Months
07-04-15
5
Concrete Batch mix Plant @ 55+400 LHS
Schwing Stetter, CP60
30-12-14
3 Months
29-03-15
6
WMM Plant @ 55+400 LHS
Maxmech 200TPH
30-12-14
6 Months
29-03-15
7
Concrete Batch mix Plant @ 93+600 LHS
Schwing Stetter, CP30
29-12-14
3 Months
28-03-15
8
WMM Plant @ Km 93+600
Apollo 250TPH
02-03-15
6 Months
01-06-15
9
Hot Mix Plant @ Km 93+600
Apollo 160TPH
05-01-15
3 Months
04-04-15
10
WMM Plant @ Km 115+200
Apollo 200TPH
08-02-15
3 Months
08-05-15
10
Concrete Batch mix Plant @Km 115+000
Schwing Stetter (Delta)
01-03-15
3 Months
01-06-15
11
Hot Mix Plant @ Km 116+280
Apollo 200TPH
25-03-15
3 Months
25-06-15
12
WMM Plant @ Km 133+200
Condequip-200TPH
08-03-15
3 Months
08-06-15
13
Concrete Batch mix Plant @ Km 151+000
Schwing Stetter (Delta)
15-01-15
3 Months
16-04-15
M/s. SAI MAATARINI TOLLWAYS LIMITED
REMARKS
Page 106
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
24.
Appendix 5 - Weather Report
Section-I (Km.19+000)
DD-MM-YY
Section-I (Km.55+000)
Min
Temp
(˚C)
Max
Temp
(˚C)
Average
Rainfall
26-Feb-14
22.50
27-Feb-14
Section-I (Km.94+000)
Max
Temp
(˚C)
Average
Rainfall
(in mm)
Min
Temp
(˚C)
Min
Temp
(˚C)
Max
Temp
(˚C)
Average
Rainfall
30.20
-
25.10
28.70
30.90
20.40
-
22.50
31.10
-
25.40
29.40
31.40
21.00
-
28-Feb-14
23.50
33.40
-
25.80
30.00
30.80
20.40
-
1-Mar-14
25.00
33.10
-
25.40
30.40
30.20
19.90
-
2-Mar-14
24.40
32.30
-
25.80
29.20
29.70
22.60
-
-
21.40
35.30
12.00
25.70
30.00
30.80
22.40
7.00
29.60
-
24.20
31.30
-
25.10
29.10
31.40
21.60
-
25.20
30.00
-
24.30
32.50
-
24.80
29.50
30.80
21.90
-
6-Mar-14
25.00
28.90
-
26.70
34.20
-
24.10
28.80
28.90
20.20
-
7-Mar-14
25.00
28.90
-
23.90
35.10
-
23.90
28.80
29.40
22.60
-
8-Mar-14
25.40
29.90
-
25.40
36.90
-
24.50
27.00
30.10
18.90
-
9-Mar-14
26.30
29.90
-
21.40
34.50
-
25.40
30.10
31.20
23.50
-
10-Mar-14
26.80
30.20
-
24.50
35.50
-
26.50
31.10
32.20
22.80
-
11-Mar-14
26.60
30.20
-
24.60
34.70
-
26.50
31.00
32.20
22.60
-
12-Mar-14
26.50
30.30
-
23.60
35.40
-
26.50
31.20
32.20
21.60
-
13-Mar-14
27.30
30.30
-
26.10
35.00
-
26.80
31.60
31.80
20.40
-
14-Mar-14
27.40
30.50
-
25.70
35.40
-
26.80
31.80
32.00
21.20
-
15-Mar-14
27.50
31.90
-
26.10
35.50
-
27.20
31.80
32.40
22.20
-
16-Mar-14
26.80
30.30
-
25.10
36.50
-
27.20
31.30
32.90
23.00
-
17-Mar-14
25.00
32.20
-
26.70
35.00
-
27.80
31.60
33.30
24.40
-
18-Mar-14
26.80
31.20
-
25.50
35.10
-
27.30
31.50
32.50
23.50
-
19-Mar-14
27.00
30.50
-
25.20
34.70
-
27.10
31.70
32.50
22.60
-
20-Mar-14
27.30
31.90
-
25.10
32.60
-
26.60
31.30
32.20
22.10
-
21-Mar-14
27.50
31.90
-
26.10
35.40
-
27.00
31.80
31.90
22.00
-
22-Mar-14
27.50
31.90
-
25.10
35.70
-
27.50
32.30
32.20
22.60
-
23-Mar-14
28.30
32.10
-
26.20
36.10
-
28.20
33.00
33.60
24.00
-
24-Mar-14
28.90
31.90
-
27.30
28.80
-
29.80
33.80
34.90
25.10
-
25-Mar-14
28.50
31.80
-
28.20
36.80
-
28.20
33.40
34.70
24.60
1.00
(in mm)
Min
Temp
(˚C)
Max
Temp
(˚C)
28.70
-
25.10
25.40
29.40
-
-
25.80
30.00
29.80
-
23.10
26.40
33.10
-
3-Mar-14
26.70
30.20
4-Mar-14
25.80
5-Mar-14
M/s. SAI MAATARINI TOLLWAYS LIMITED
Average
Rainfall
Section- II (Km.115)
(in mm)
5.00
4.00
(in mm)
Page 107
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
25.
Appendix 6 – Photographs
DBM top completed Km 17+60 BS
DBM top completed at Km 18+000 RHS
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 108
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
DBM top completed at Km 58+300 RHS
DBM top completed from Km113+500 to Km114+500 BS
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 109
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
DBM top completed from Km121+100 to Km122+650 BS
DBM top completed from Km 129+480 to Km 129+900 RHS
DBM top completed from Km133+375 To Km133+940 LHS
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 110
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
WMM in progress at Km 79+640 RHS and at Km 138+500
GSB top in progress at Km 37+950 LHS and at Km 127+700 (Hard rock area)
Earthwork in progress at Km40+300 RHS and at Km153+000 BS
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 111
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Work in Progress MNB at Km 44+400 and Major Bridge at Km 56+803 (RHS)
Major Bridge progress at Km 83+568 (RHS)
Flyover Girder Casting @ Ch 125+284
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 112
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Work in progress ROB @ Ch 116+636 and Major Bridge @ Ch 139+485
Girder casting in progress at Ch.151+200 (Major Bridge)
Work in progress Minor Bridge at ch 116+163
9.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 113
SAI MAATARINI TOLLWAYS LIMITED Four Laning of Panikoili – Rimuli Road Section of NH-215
from Km 0+000 – 163+000 in the state of Odisha under NHDP Phase-III as BOT (Toll) Basis.
Monthly Progress Report : March -2015
[
Work in progress Minor Bridge at ch 163+037
Safety barricading near VUP at ch @ 115+118 Diversion
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 114