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
OCTOBER-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 : October - 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 .......................................................................................................................................16
5.
STATUS OF DESIGNS & DRAWINGS ..................................................................................................................................19
6.
PHYSICAL PROGRESS .......................................................................................................................................................20
6.1.
6.2.
6.3.
6.4.
7.
PHYSICAL PROGRESS ............................................................................................................................................................ 20
FINANCIAL PROGRESS .......................................................................................................................................................... 21
PHYSICAL PROGRESS (HIGHWAYS) .......................................................................................................................................... 21
PHYSICAL PROGRESS (STRUCTURE) .......................................................................................................................................... 21
STRIP CHART OF WORK PROGRESS ..................................................................................................................................23
7.1.
7.2.
7.3.
7.4.
7.5.
7.6.
7.7.
7.8.
8.
PROGRESS OF MAJOR BRIDGES .............................................................................................................................................. 53
PROGRESS OF MINOR BRIDGES .............................................................................................................................................. 55
PROGRESS OF ROBS ............................................................................................................................................................ 56
PROGRESS OF FLYOVER ......................................................................................................................................................... 56
PROGRESS OF VEHICULAR UNDER PASSES (VUPS): .................................................................................................................... 57
PROGRESS OF PEDESTRIAN UNDER PASSES (PUPS): ................................................................................................................... 57
PROGRESS OF AUP: ............................................................................................................................................................ 57
PROGRESS OF CULVERTS (PIPE/BOX/SLAB):.............................................................................................................................. 57
CONSTRUCTION CONSTRAINTS: ......................................................................................................................................61
9.
A) ADDITIONAL SCOPE: 31 IRRIGATION CULVERTS ARE BEING TAKEN UP UNDER ADDITIONAL SCOPE AS DEPOSIT WORKS
OF IRRIGATION DEPARTMENT, GOVT. OF ODISHA. ...................................................................................................................67
10.
CLAIMS: ......................................................................................................................................................................70
11.
DISPUTES ....................................................................................................................................................................70
12.
NON CONFORMING PRODUCT NOTIFICATIONS (NCPNS).............................................................................................72
13.
CORRESPONDENCE .....................................................................................................................................................74
14.
ENVIRONMENTAL REGULATIONS & CLEARANCES: ......................................................................................................74
15.
STATEMENT SHOWING ROAD ACCIDENT CASES FOR THE MONTH: .............................................................................75
16.
EVICTION OF ENCROACHMENTS: ................................................................................................................................76
17.
APPENDIX - CONCESSIONAIRE STAFF ..........................................................................................................................77
18.
APPENDIX – 1 CONCESSIONAIRE’S EPC CONTRACTOR’S STAFF ....................................................................................78
19.
SUMMARY OF TEST RESULTS ......................................................................................................................................80
20.
APPENDIX 3 - LIST OF PLANT AND EQUIPMENT ......................................................................................................... 101
21.
APPENDIX 4 - LIST OF LAB EQUIPMENT & CALIBRATION STATUS............................................................................... 103
22.
APPENDIX 5 - CALIBRATION STATUS OF PLANTS ....................................................................................................... 107
23.
APPENDIX 5 - WEATHER REPORT .............................................................................................................................. 108
24.
APPENDIX 6 – PHOTOGRAPHS .................................................................................................................................. 109
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 : October - 2015
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 : October - 2015
2. Scope of the Project
S.NO.
1
2
3
4
DESCRIPTION
5
6
7 (a)
7 (b)
7 (c)
7 (d)
7 (e)
8
i)
ii)
iii)
iv)
iv)
9
a)
b)
c)
d)
Project Design Stretch
Project Cost (INR)
Construction Period
Concession Period
:
:
:
:
Appointed Date
Financial Close
Scheduled Date of Completion
Concessionaire request EOT for 18 months
Independent Engineer recommended EOT for 12 months
RO, NHAI, Bhubaneswar recommended to NHAI, HQ (12 months)
HQ, NHAI, approval yet to be received
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
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
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
28/10/2015
20/04/2017
28/10/2016
28/10/2016
Existing
163.000 Km
163.000 Km
Existing
2 Nos
5 Nos
1 No
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
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 : October - 2015
e)
f)
g)
h)
i)
j)
k)
l)
m)
10
i)
ii)
iii)
iv)
v)
vi)
Minor Bridges
PUPs/Cattle Crossings
VUPs
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
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
32 Nos
202 Nos
4 Nos
48 Nos
294 Nos
30 Nos
21 Nos
15 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 : October - 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:
Continious Stretch
<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
Land Available
Length
17.639
19.974
28.251
16.735
16.430
0.000
0.000
6.050
0.000
0.000
0.000
0.000
105.079
M/s. SAI MAATARINI TOLLWAYS LIMITED
Minor
Hindrance
Length
1.390
3.610
1.120
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.120
Full
Hindrance
Length
3.532
3.830
10.870
5.190
3.900
0.000
0.000
0.000
0.000
0.000
0.000
0.000
27.322
Reserve
Forest
Length
5.591
3.886
18.175
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
27.652
Total
28.152
31.300
58.416
21.925
20.330
0.000
0.000
6.050
0.000
0.000
0.000
0.000
166.173
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 : October - 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 : October - 2015
3.3. Chainage wise Land Stretches Available:
Village Name
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
19
20
21
22
23
24
25
26
27
Aliya
Aliya, Ghikoili, Benapur
Benapur
Benapur, Talugaon
Benapur, Talugaon
Sanapatuli, Badapatuli,
Tentulikhunta
Dandakiri
Dandakiri, Baladia, Chandama,
Santarapur
Kuanarda, Nayagarh, Naguan,
Itapur, Talagarh, Uparagarh,
Mangarajpur, Manjuri, Ragadi,
Korabandi, Kadama, Andhari
Ragadi
Ragadi, Korabandi, Kadama,
Andhari
Andhari, Jarada
Ramachandrapur
Ramachandrapur, Badapadana,
Padanpur, Suanpada, Gointhagodi,
Khalana, Agarda, Sainkula
Nuagaon
Khalana, agarda, Sainkula
Khalana
Nuagaon, Gointhagodi, Khalana,
Agarda, Sainkula
Khalana, agarda, Sainkula
Chainage
code
Length
Land Status
From
00+000
00+120
To
00+120
00+140
GA
GA
A
A
0.12
0.02
G
G
Available
Available
00+140
03+350
GE
E
3.21
G
Available
03+350
03+360
04+200
04+230
05+470
05+500
05+670
06+700
06+880
07+000
07+800
09+460
09+500
03+360
04+200
04+230
05+470
05+500
05+670
06+700
06+880
07+000
07+800
09+460
09+500
10+400
GA
GB
GA
GC
GA
GA
GC
GA
GA
YB
GC
MA
GB
A
B
A
C
A
A
C
A
A
B
C
A
B
0.01
0.84
0.03
1.24
0.03
0.17
1.03
0.18
0.12
0.80
1.66
0.04
0.90
G
G
G
G
G
G
G
G
G
Y
G
M
G
Available
Available
Available
Available
Available
Available
Available
Available
Available
132 & 220 KV HT Line (BS)
Available
Available, Local problem due to construction of PUP
Available
10+400
13+150
GD
D
2.75
G
Available
13+150
19+200
GH
H
6.05
G
Available
19+200
20+800
FC
C
1.60
F
Ragadi Reserve Forest
20+800
22+980
GD
D
2.18
G
Available
22+980
23+060
25+050
25+260
23+060
25+050
25+260
26+630
MA
GC
MA
GC
A
C
A
C
0.08
1.99
0.21
1.37
M
G
M
G
Govt building (Forest dept),
Available
Market, BSNL building, Hospital
Available
26+630
28+200
GC
C
1.57
G
Available
28+200
28+215
28+400
28+415
28+215
28+400
28+415
29+900
YA
GA
YA
GC
A
A
A
C
0.02
0.19
0.02
1.49
Y
G
Y
G
29+900
30+220
YA
A
0.32
Y
30+220
30+800
GB
B
0.58
G
Additional Structure Revaluation Proposal pending
Available
Additional Structure Revaluation Proposal pending
Available
Land Problem (BS), Case is in High Court & Additional Structure
Revaluation Proposal pending
Available
M/s. SAI MAATARINI TOLLWAYS LIMITED
Length 06.45 KM.
JAJPUR BY-PASS
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 : October - 2015
28
29
30
31
32
RAG
33
34
35
36
ANANDAPUR BYPASS
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
Sainkula
Sainkula,
Machala,Rudranarayanapur,
Bamphidi, Hasanpur
Hasanpur
Hasanpur
Hasanpur, Salapada, Belabahali,
Barigaon
Barigaon, Salapada, Sudusudia,
Janra
Salapada
Salapada, Sudusudia, Janra
Janra, Khaparakhai, Kainpura,
Sailong
Janra
Janra, Khaparakhai, Kainpura,
Sailong
Sailong
Sailong, Morabali, Indupura, Gohira
Gohira
Gohira, Talagaon, Biragobindapur
Talagaon, Biragobindpur
Biragobindapur, Bhalukuma
Bhalukuma
Bhalukuma
Dhakota
Dhakota
Dhakota
Dhakota, Amaranga
Amaranga
Dhakota, Amaranga
Dhakota, Amaranga
Dhakota, Amaranga, Bandha,
Nahaguna, Kanto
Kanto
Chainage
code
Length
Land Status
From
30+800
30+940
31+310
31+400
To
30+940
31+310
31+400
33+100
YA
GA
YA
GC
A
A
A
C
0.14
0.37
0.09
1.70
Y
G
Y
G
33+100
33+160
YA
A
0.06
Y
33+160
33+480
33+670
33+480
33+670
34+050
GA
YA
GA
A
A
A
0.32
0.19
0.38
G
Y
G
Land under 3A notification
Available
MachalaTemple
Available
Land acquisition Problem due to non acceptance of compensation by land
owner (Internal Problem)
Available
Land problem (LHS)
Available
34+050
36+000
RC
C
1.95
R
Realignment & Major Bridge
36+000
37+120
38+120
38+800
39+800
37+120
38+120
38+800
39+800
39+900
YC
GB
YB
FB
YA
C
B
B
B
A
1.12
1.00
0.68
1.00
0.10
Y
G
Y
F
Y
Temple & Tree, RHS
Available
Salapada Junction, Electrical Hindrance, Structures under revaluation, BS
Salapada Reserve Forest
Salapada Junction, Electrical Hindrance, Structures under revaluation, BS
39+900
40+000
GA
A
0.10
G
Available
40+000
40+030
YA
A
0.03
Y
Structures under revaluation, BS
40+030
43+360
GE
E
3.33
G
Available
43+360
43+400
45+150
45+800
48+100
48+980
52+470
52+520
53+110
53+120
53+360
53+450
54+200
54+220
54+830
54+870
43+400
45+150
45+800
48+100
48+980
52+470
52+520
53+110
53+120
53+360
53+450
54+200
54+220
54+830
54+870
55+000
YA
GC
YB
GD
YB
GE
MA
GB
YA
GA
YA
GB
YA
GB
MA
GA
A
C
B
D
B
E
A
B
A
A
A
B
A
B
A
A
0.04
1.75
0.65
2.30
0.88
3.49
0.05
0.59
0.01
0.24
0.09
0.75
0.02
0.61
0.04
0.13
Y
G
Y
G
Y
G
M
G
Y
G
Y
G
Y
G
M
G
Mango Trees (6 nos) Unpaid & Well (2 nos) Unpaid
Available
Gohira Gradient to be finalized & Market complex to be evicted
Available
Land Problem, BS, Structures under revaluation
Available
BSNL office
Available
Temple (RHS)
Available
House (RHS)
Available
Structures under revaluation
Available
Primary School
Available
55+000
55+200
YA
A
0.20
Y
Land Problem (LHS)
55+200
56+120
56+240
56+120
56+240
57+120
GB
MA
GB
B
A
B
0.92
0.12
0.88
G
M
G
Available
House revaluation, RI office, LHS
Available
M/s. SAI MAATARINI TOLLWAYS LIMITED
Lengt
h
01.95
KM.
Village Name
Length 00.00 KM.
Sl No.
Page
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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 : October - 2015
Village Name
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
Darkhola
Melana
Balijodi
Balijodi
Uperdiha
Kusunpur
Kusunpur
Golabandha
Bataharichandanpur
Sanamasinabila
Sanabarabeda
Tikira
Nangalkanti
Dhenkikote
Khantaghar
KhajuriJuani
KhajuriJuani, Katrabeda
Katrabeda, Chikinia
Chikinia, Pipilia
Pipilia
Pipilia, Bankaputuli
Bankaputuli, Gopalapur
Bankaputuli
Gopalapur
Chainage
From
57+120
57+150
57+860
57+930
58+000
58+020
58+460
60+250
62+060
64+900
66+800
69+150
69+300
70+500
74+400
74+900
76+520
78+400
79+000
79+400
80+000
81+000
82+980
83+600
84+700
86+400
88+380
89+500
89+900
90+500
92+600
93+400
94+150
97+300
97+900
100+400
100+900
101+800
102+850
103+200
103+700
M/s. SAI MAATARINI TOLLWAYS LIMITED
To
57+150
57+860
57+930
58+000
58+020
58+460
60+250
62+060
64+900
66+800
69+150
69+300
70+500
74+400
74+900
76+520
78+400
79+000
79+400
80+000
81+000
82+980
83+600
84+700
86+400
88+380
89+500
89+900
90+500
92+600
93+400
94+150
97+300
97+900
100+400
100+900
101+800
102+850
103+200
103+700
106+200
code
YA
GB
MA
GA
YA
GA
RC
FC
RD
FC
RD
RA
FC
RE
FA
FC
GC
GB
RA
GB
RB
RC
RB
RC
FC
GC
GC
GA
YB
GD
GB
RB
GE
RB
GD
RA
GB
RC
GA
FA
GD
Length
A
B
A
A
A
A
C
C
D
C
D
A
C
E
A
C
C
B
A
B
B
C
B
C
C
C
C
A
B
D
B
B
E
B
D
A
B
C
A
A
D
0.03
0.71
0.07
0.07
0.02
0.44
1.79
1.81
2.84
1.90
2.35
0.15
1.20
3.90
0.50
1.62
1.88
0.60
0.40
0.60
1.00
1.98
0.62
1.10
1.70
1.98
1.12
0.40
0.60
2.10
0.80
0.75
3.15
0.60
2.50
0.50
0.90
1.05
0.35
0.50
2.50
Land Status
Y
G
M
G
Y
G
R
F
R
F
R
R
F
R
F
F
G
G
R
G
R
R
R
R
F
G
G
G
Y
G
G
R
G
R
G
R
G
R
G
F
G
House revaluation
Available
UP School
Available
House revaluation
Available
Forest permission required for tree cutting
Atai Reserve Forest
Forest permission required for tree cutting
Atai Reserve Forest
Forest permission required for tree cutting
Forest permission required for tree cutting
Atai Reserve Forest
Forest permission required for tree cutting
Atai Reserve Forest
Atai Reserve Forest
Available
Available
Forest permission rquired for tree cutting
Available
Forest Clearance Pending
Forest Clearance Pending
Forest Clearance Pending
Forest Clearance Pending
Masinabila Reserve Forest
Available
Available
Available
Shops & Dhenkikote Junction (BS)
Available
Available
Forest Clearance Pending
Available
Forest Clearance Pending
Available
Pipila Village
Available
Forest Clearance Pending
Available
Pipila Reserve Forest
Available
Length
04.60 KM.
GHATGAON
BY-PASS
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 : October - 2015
Village Name
106
107
108
109
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
Gopalapur, Badaposi
Badaposi
Badaposi
Jamunalia
Tolankbahal
Tulashichaura, Sirispal
Sirispal
Sidhmath
Nizgarh
Maligaon
Gopinathpur Nuagaon
Nuagaon
Dhurpada
Dhurpada
Raisuan
Chainage
From
106+200
106+400
107+580
109+200
110+050
111+430
112+900
113+776
114+080
114+194
114+440
114+615
116+615
116+850
117+100
117+400
117+710
120+960
121+150
121+380
121+400
121+750
121+821
123+500
124+100
125+075
125+100
127+080
127+100
127+300
128+840
128+860
129+000
129+020
129+340
129+460
129+650
129+670
129+900
130+340
130+370
M/s. SAI MAATARINI TOLLWAYS LIMITED
To
106+400
107+580
109+200
110+050
111+430
112+900
113+776
114+080
114+194
114+440
114+615
116+615
116+850
117+100
117+400
117+710
120+960
121+150
121+380
121+400
121+750
121+821
123+500
124+100
125+075
125+100
127+080
127+100
127+300
128+840
128+860
129+000
129+020
129+340
129+460
129+650
129+670
129+900
130+340
130+370
130+640
code
RA
GC
RC
FB
RC
FC
FB
GA
FA
GA
FA
FC
GA
RA
GA
FA
GE
FA
GA
FA
GA
FA
GC
FB
GB
GA
GC
RA
GA
GC
FA
GA
FA
GA
GA
GA
GA
GA
GA
GA
GA
Length
A
C
C
B
C
C
B
A
A
A
A
C
A
A
A
A
E
A
A
A
A
A
C
B
B
A
C
A
A
C
A
A
A
A
A
A
A
A
A
A
A
0.20
1.18
1.62
0.85
1.38
1.47
0.88
0.304
0.114
0.246
0.175
2.000
0.235
0.250
0.300
0.310
3.250
0.190
0.230
0.020
0.350
0.071
1.679
0.600
0.975
0.025
1.980
0.020
0.200
1.540
0.020
0.140
0.020
0.320
0.120
0.190
0.020
0.230
0.440
0.030
0.270
Land Status
R
G
R
F
R
F
F
G
F
G
F
F
G
R
G
F
G
F
G
F
G
F
G
F
G
G
G
R
G
G
F
G
F
G
G
G
G
G
G
G
G
Forest Clearance Pending
Available
Forest Clearance Pending
Naranapur Reserve Forest
Forest Clearance Pending
Naranapur Reserve Forest
Naranapur Reserve Forest
Available
Sabik Jungle
Available
Sabik Jungle
Village Forest
Available
Compensation is in process
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Sabik Jungle
Available
Village Forest
Available
Available
Available
Compensation is in process
Available
Available
Sabik Jungle
Available
Sabik Jungle
Available
Available
Available
Available
Available
Available
Available
Available
-Length 15.65 KM.
Keonjhar By-pass
Sl No.
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 : October - 2015
Sl No.
Village Name
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
179
180
181
182
183
184
185
186
187
Raisuan & Gopinathpur
Silisuan
Banajodi
Banajodi
Banajodi, Padmapur
Padmapur, Putulia
Putulia
Keshpank
Chainage
From
130+640
130+840
131+400
131+420
132+000
132+200
132+260
132+277
132+300
132+337
132+369
132+515
132+565
132+600
133+420
133+450
133+505
133+580
134+010
134+180
134+475
134+575
134+675
134+890
134+910
134+970
134+980
135+249
135+450
136+010
136+200
136+600
136+900
136+929
137+300
137+343
137+360
137+400
137+600
137+920
138+420
M/s. SAI MAATARINI TOLLWAYS LIMITED
To
130+840
131+400
131+420
132+000
132+200
132+260
132+277
132+300
132+337
132+369
132+515
132+565
132+600
133+420
133+450
133+505
133+580
134+010
134+180
134+475
134+575
134+675
134+890
134+910
134+970
134+980
135+249
135+450
136+010
136+200
136+600
136+900
136+929
137+300
137+343
137+360
137+400
137+600
137+920
138+420
138+480
code
MA
GB
YA
GB
FA
GA
FA
GA
FA
RA
FA
GA
FA
GB
MA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FA
MA
FA
GA
FB
GA
GA
MA
FA
MA
FA
GA
RA
GA
GA
GA
MA
Length
A
B
A
B
A
A
A
A
A
A
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
0.200
0.560
0.020
0.580
0.200
0.060
0.017
0.023
0.037
0.032
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
0.017
0.040
0.200
0.320
0.500
0.060
Land Status
M
G
Y
G
F
G
F
G
F
R
F
G
F
G
M
G
F
G
F
G
F
G
F
G
F
M
F
G
F
G
G
M
F
M
F
G
R
G
G
G
M
Govt. Structure
Available
Land Acquisition (3A & 3D Missing)
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Compensation is in process
Sabik Jungle
Available
Sabik Jungle
Available
Govt Structure
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Village Forest
Available
Village Forest
Govt. Structure
Village Forest
Available
Village Forest
Available
Available
Structure, GP office, School,RMC & RI office
Sabik Jungle
Govt. Structure
Sabik Jungle
Available
Compensation is in process
Available
Available
Available
Govt. Structure
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 : October - 2015
Village Name
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
Jhumpura Bypass
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
Jadichatra
Bankamarani
Bankamarani, Hundla
Jamudiha, Palasponga
Palasponga
Palasponga, Murusuan
Tangarani
Jamuposhi ,Spongepatna
Jhumpura
Jhumpura, Bhaluka & Arsala
Arsala
Chainage
From
138+480
138+500
138+523
138+943
138+963
139+000
139+037
139+200
139+300
139+469
139+632
140+200
141+310
141+800
142+060
142+195
142+205
To
138+500
138+523
138+943
138+963
139+000
139+037
139+200
139+300
139+469
139+632
140+200
141+310
141+800
142+060
142+195
142+205
142+540
142+540
143+400
143+400
143+465
144+615
145+200
145+210
145+250
145+270
145+295
147+700
147+800
148+650
149+050
149+300
149+620
149+649
149+660
149+680
149+770
149+779
149+800
149+823
149+900
143+465
144+615
145+200
145+210
145+250
145+270
145+295
147+700
147+800
148+650
149+050
149+300
149+620
149+649
149+660
149+680
149+770
149+779
149+800
149+823
149+900
149+930
M/s. SAI MAATARINI TOLLWAYS LIMITED
code
GA
FA
FA
FA
GA
FA
GA
RA
GA
FA
GB
FC
GA
MA
GA
FA
GA
Length
Land Status
A
A
A
A
A
A
A
A
A
A
B
C
A
A
A
A
A
0.020
0.023
0.420
0.020
0.037
0.037
0.163
0.100
0.169
0.163
0.568
1.110
0.490
0.260
0.135
0.010
0.335
G
F
F
F
G
F
G
R
G
F
G
F
G
M
G
F
G
RB
B
0.860
R
GA
FC
MB
FA
MA
RA
FA
GD
RA
GB
RA
GA
MA
FA
MA
FA
MA
FA
MA
FA
MA
MA
A
C
B
A
A
A
A
D
A
B
A
A
A
A
A
A
A
A
A
A
A
A
0.065
1.150
0.585
0.010
0.040
0.020
0.025
2.405
0.100
0.850
0.400
0.250
0.320
0.029
0.011
0.020
0.090
0.009
0.021
0.023
0.077
0.030
G
F
G
F
G
R
F
G
R
G
R
G
M
F
M
F
M
F
M
F
G
M
Available
Sabik Jungle
Village Forest
Sabik Jungle
Available
Sabik Jungle
Available
Compensation is in process
Available
Sabik Jungle
Available
Tangarani Reserve Forest
Available
Govt Structure
Available
Village Forest
Available
Compensation is in process, GP office,Club, School
,Forest Office & 2nos Pvt Building
Available
Tangarani Reserve Forest
Available
Village Forest
Available
Compensation is in process
Village Forest
Available
Compensation is in process
Available
Compensation is in process
Available
GP office,School,Mosque
Sabik Jungle
Govt. Structure
Sabik Jungle
Govt. Structure
Sabik Jungle
Govt. Structure
Sabik Jungle
Available
Govt. Structure, Urdu School
Length 03.80
KM.
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 : October - 2015
Sl No.
Village Name
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
Sundhimursuan,
Balabhadrapur
Balabhadrapur
Balabhadrapur,
Patabila
Balaibandh,Mursuan
Mursuan
Mursuan,Parsala, Sijukala
Chainage
From
149+930
150+000
150+042
150+115
150+286
150+430
150+460
150+600
150+800
152+260
152+350
152+380
152+430
152+510
153+040
153+530
153+600
154+900
155+000
155+180
155+700
155+820
156+250
156+300
156+460
157+090
158+405
158+415
159+400
159+415
159+590
159+618
159+690
159+890
160+110
160+380
160+445
160+573
160+675
160+728
161+085
M/s. SAI MAATARINI TOLLWAYS LIMITED
To
150+000
150+042
150+115
150+286
150+430
150+460
150+600
150+800
152+260
152+350
152+380
152+430
152+510
153+040
153+530
153+600
154+900
155+000
155+180
155+700
155+820
156+250
156+300
156+460
157+090
158+405
158+415
159+400
159+415
159+590
159+618
159+690
159+890
160+110
160+380
160+445
160+573
160+675
160+728
161+085
161+099
code
GA
FA
GA
FA
GA
FA
GA
FA
GC
GA
GA
GA
RA
GB
RA
GA
FC
GA
GA
GB
MA
GA
RA
GA
GB
FC
FA
GB
FA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FA
GA
FA
Length
A
A
A
A
A
A
A
A
C
A
A
A
A
B
A
A
C
A
A
B
A
A
A
A
B
C
A
B
A
A
A
A
A
A
A
A
A
A
A
A
A
0.070
0.042
0.073
0.171
0.144
0.030
0.140
0.200
1.460
0.090
0.030
0.050
0.080
0.530
0.490
0.070
1.300
0.100
0.180
0.520
0.120
0.430
0.050
0.160
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
Land Status
G
F
G
F
G
F
G
F
G
G
G
G
R
G
R
G
F
G
G
G
M
G
R
G
G
F
F
G
F
G
F
G
F
G
F
G
F
G
F
G
F
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Sabik Jungle
Available
Available
Available
Available
Compensation is in process
Available
Compensation is in process
Available
Balibandha Reserve Forest
Available
Available
Available
Govt Structure, Forest office, School & Market Complex
Available
Compensation is in process
Available
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
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 : October - 2015
Village Name
269
270
271
272
273
274
275
276
277
278
279
280
Mursuan,Parsala, Sijukala
Parsala, Sijukala
Rimuli
Chainage
From
161+099
161+800
162+240
162+270
162+400
164+037
164+047
164+530
164+650
164+715
165+010
166+000
To
161+800
162+240
162+270
162+400
164+037
164+047
164+530
164+650
164+715
165+010
166+000
166+173
code
GB
RA
FA
RA
GC
RA
GA
RA
GA
FA
GB
MA
Length
B
A
A
A
C
A
A
A
A
A
B
A
0.701
0.440
0.030
0.130
1.637
0.010
0.483
0.120
0.065
0.295
0.990
0.173
Land Status
G
R
F
R
G
R
G
R
G
F
G
M
Available
Compensation is in process, PWD Bungalow,
Village Forest
Compensation is in process
Available
Compensation is in process
Available
Compensation is in process
Available
Village Forest
Available
Available
Length 01.80 KM.
RIMULI
RAG
Sl No.
ABSTRACT
Description
A. Vacant access & ROW in Length (KM)
B. Minor Hindrance Length (KM)
Land considered to be accessible (A+B)
C. Land available with missing bits / serious hindrances at Jajpur Dist.
D. Land available with missing bits / serious hindrances at Keonjhar Dist.
Compensation Not Paid
Full Hindrance Length (KM)
Realignment between Km 34+050 to Km 36+000
Reserve Forest (151.94 Hec.)
Total Length (KM)>>>
Note: RAG - Realignment
M/s. SAI MAATARINI TOLLWAYS LIMITED
Type
G
Y
M
M
R
R
F
Total Length
102.473
6.120
108.593
0.120
2.486
25.372
1.950
27.652
166.173
(%)
61.67%
3.68%
65.35%
0.07%
1.50%
27.652
1.950
102.47
25.372
2.486
33.08%
100%
0.120
6.120
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 : October - 2015
[
4. Preconstruction Activities
A. Shifting of Electrical Poles
Sl. No.
Description
Unit
Erection:
1
Concreting of Poles
2
9m PSC Poles (300 KG)
Nos
Nos
Sub-Total >>>
3
4
a)
b)
c)
d)
e)
f)
g)
h)
i)
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
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Sub-Total >>>
5
a)
b)
c)
d)
6
7
8
9
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 +2W 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
11KV 3Ph. 3W with 1002mm AAA Conductor
11KV 3Ph. 3W HT Lines
Sub-Total >>>
Dismantling:
21
55 sq.mm AAA Conductor
22
80 sq.mm AAA Conductor
23
100 sq.mm AAA Conductor
10
11
12
13
14
15
16
17
18
19
20
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Nos
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km.0+000 to Km.24+000
Total
Done
Balance
352
91
443
14
334
86
420
1
1
1
5
3
1
2
27
1
5
3
1
2
13
12
9
40
222
85
148
23
3
533
4.23
0
27
207
84
139
23
2
491
4.23
0
0
21
12
1
12
12
49.23
12
29.23
20
20
21
20.36
M/s. SAI MAATARINI TOLLWAYS LIMITED
Km.24+000 to Km.113+000
Total
Done
Balance
Km.113+000 to Km.163+000
Total
Done
Balance
18
5
23
14
1107
456
1563
61
901
390
1291
206
66
272
61
693
350
1043
31
0
0
0
0
0
0
0
0
0
14
0
3
0
13
15
1
9
0
1
42
0
0
0
0
0
0
0
20
0
0
0
20
7
0
13
0
10
15
2
11
8
127
7
1
1
6
1
46
611
11
18
120
89
14
910
19
6
20.5
1.1
3
9
0.51
20.5
17.9
8.47
1.5
107.48
1.5
35.41
0
0
6
0
7
10
0
5
5
94
0
0
21
125
0
0
0
0
0
146
0
0
20.5
1.1
3
9
0
12.4
17.6
8.47
0
72.07
0
0
0.64
95
59
53.4
19.2
49
35.5
75.8
10
17.9
7
3
5
2
6
3
33
1
25
486
11
18
120
89
14
764
19
6
0.51
8.1
0.3
4
10
1
6
2
62
0
26
540
0
652
326
978
4
3
3
10
511
566
13.7
511
10
9.422
9.422
16.8
22
3.38
22
83.922
4.71
27.51
73
8
23.5
Total
Km.0+000 to Km.163+000
Done
Balance
41
24
65
31
2152
897
3049
106
1887
802
2689
0
265
95
360
106
1
1
2
0
1
7
1
6
2
52
0
0
26
29
0
0
0
0
0
55
3.7
0
0
0
0
0
16.8
0
18.62
0
17.29
56.41
8
1
20
0
15
30
6
18
12
216
0
13
72
1191
233
103
268
112
17
2009
36.93
6
29.922
1.1
3
9
17.31
41.5
51.9
8.47
35.5
240.632
7
0
12
0
7
13
5
7
5
56
0
10
25
1024
218
102
259
112
16
1766
33.23
6
9.422
0
0
0
0.51
9.1
15.68
0
18.21
92.152
1
1
8
0
8
17
1
11
7
160
0
3
47
167
15
1
9
0
1
243
3.7
0
20.5
1.1
3
9
16.8
32.4
36.22
8.47
17.29
148.48
65
0
23.5
188
59
97.9
47.2
49
55.86
140.8
10
42.04
Remarks
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 : October - 2015
[
Sl. No.
Description
Unit
34 mm2 AAA Conductor
11 KV Line
33 KV Line
LT Line
Electrical poles removing
BSNL poles
24
25
26
27
28
29
Sub-Total >>>
Km
Km
Km
Km
Nos
Nos
Km
Km.0+000 to Km.24+000
Total
Done
Balance
8
7.5
0.5
0
0
2
2
0
15
15
0
0
0
0
66
64.86
1.14
Km.24+000 to Km.113+000
Total
Done
Balance
7.5
7.5
0
21.5
13
8.5
1.8
2
-0.2
10
10
0
70
70
0
5
5
0
323.2
211.2
112
Km.113+000 to Km.163+000
Total
Done
Balance
17.55
6.2
11.7
0
0
131.95
0
17.55
6.2
11.7
0
0
123.95
0
0
8
Km.0+000 to Km.163+000
Total
Done
Balance
15.5
15
0.5
39.05
13
26.05
8
2
6
23.7
12
11.7
85
85
0
5
5
0
521.15
284.06
237.09
Remarks
B. Tree Felling
Sl.
Chainage (Km)
No.
From
A
1
2
3
To
Length
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
4
5
D
24
34
49
8.50
29.90
20
D.F.O.
Estimate
Lr. No.
E
1171
1171
1520
1520
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
4848
164
4419
2415
14097
H=F-G
863
39
86
988
I
36
J
1185875
2535000
22330839
K
L
2091000
Approved
22330839
Approved
39
9284356
9284356
35
8088566
43424636
8088566 Approved
43424636
-
C. RWS&S & PH Estimates:
Status of revised estimates “RWS&S and PH pipe lines & Tube Wells shifting”
Description
Revised Estimate
Amount
a
Km 0+000 to Km 24+000
b
Km 24+000 to Km 163+000
Sl. No.
Sub Total : (+/-)
Rs. 9,80,483
Sanction from
Authority
Yet to be received
Work in Progress
Rs. 2,10,19,000
Yet to be received
Work in Progress
Remarks
Rs. 2,19,99,483
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 : October - 2015
[
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
9
2
15
No of Tube Wells to
be Shifted
5
3
8
77
No of Tube Wells
Shifted
2
2
17
Percentage Progress (%)
Remarks
66.67%
0.00%
0.00%
0.00%
45.00%
0.00%
25.00%
21.74%
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
22.08%
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 : October - 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 concurred as is consistent with the progress in
phased requirement.
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.
xi.
Toll Plaza
: 03 Nos.
xii.
Major Junctions
: 01 No.
xiii.
Minor Junctions
: 12 Nos.
xiv.
Bus Lay Bays
: 43 Nos.
xv.
Truck Lay Bays
: 04 Nos.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 19
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 : October - 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:
Total :
% Completion
% weightage
of Contract
Value
Upto
Date
Till
Previous
Month
0.704%
0.091%
0.509%
0.088%
0.505%
0.088%
23.826%
16.258%
2.526%
2.526%
8.327%
8.327%
8.990%
0.190%
1.208%
1.651%
11.120%
3.254%
0.181%
0.150%
3.051%
2.950%
0.146%
0.000%
0.003%
0.054%
10.873%
2.879%
0.173%
0.153%
2.873%
2.788%
0.124%
0.000%
0.003%
0.017%
0.695%
0.158%
4.528%
1.716%
3.370%
0.054%
0.449%
0.121%
3.136%
0.574%
1.868%
0.042%
0.421%
0.120%
3.108%
0.545%
1.802%
0.042%
7.821%
1.112%
0.431%
4.155%
0.813%
0.229%
4.087%
0.804%
0.222%
0.004%
0.000%
0.000%
0.247%
0.375%
0.008%
-0.003%
0.178%
0.162%
0.022%
0.000%
0.000%
0.037%
0.000%
0.028%
0.001%
0.028%
0.029%
0.066%
0.000%
0.000%
0.068%
0.009%
0.007%
0.144%
0.000%
0.000%
0.000%
5.347%
100.00%
4.105%
36.999%
3.998%
35.626%
0.107%
1.373%
2.040%
39.039%
2.040%
36.695%
0.000%
1.373%
M/s. SAI MAATARINI TOLLWAYS LIMITED
For this
Month
Page 20
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 : October - 2015
6.2. Financial Progress
Sl.
No.
A
Target (Rs. in Cr.) #
*1184.98
71.03
*1256.01
B
Achieved (Rs. in Cr.)
1184.98
27.74
1212.72
C
Percentage (B vs A)
100
21.58
96.55
D
% wrt TCC** (Rs. 2020 Cr.)
58.66
1.37
60.04
Description
Month
(Oct’15)
Cum. Upto (Sep’15)
Cumulative (Oct’15)
* Includes mobilization fee 20% of contract price as per Cl 7.3(b) of EPC Agreement.
* *TCC – Total Contract Cost (Rs. 2020 Cr.)
# Revised programme submitted for 18 Months EOT proposal.
6.3. Physical Progress (Highways)
Cumulative
progress till
this month
(Oct’15)
Progress
achieved
till this
month in
% terms
Description
Unit
1
Embankment
Km
273.142
172.370
3.610
175.980
64.428
2
Sub Grade
Km
273.142
144.922
5.308
150.230
55.001
3
Granular Sub Base
Km
273.142
134.185
4.050
138.235
50.609
4
Wet Mix Macadam
Km
273.142
120.690
6.345
127.035
46.509
5
Kerb
Km
273.142
107.483
2.595
110.078
40.301
6
Dense Bitumen Macadam
Km
273.142
99.830
8.849
108.679
39.788
7
Bituminous Concrete
Km
Length not available for execution:
273.142
0.000
0.000
0.000
0.000
Sl. No.
(i)
(ii)
(iii)
(iv)
(v)
(vi)
6.4.
Sr. No.
1
2
3
4
5
6
7
8
9
10
Progress
till last
month
(Aug’15)
Progress
during
current
month
(Sep’15)
Total
envisaged
for FourLane C/W
Total Length under Forest Land Diversion Proposal
: 27.652 Kms.
Realignment between Km 34+400 & Km 35+966 including Approaches: 01.950 Kms.
Four Lane length not available for execution (i)+(ii)
: 29.602 Kms.
Two-Lane length not available for execution (29.602X2)
: 59.204 Kms.
Two Lane Length in the project (166.173x2)
: 332.346Kms.
Length available with minor hindrances (v)-(iv)
: 273.142Kms
Physical Progress (Structure)
Description
Major Bridges (Nos.)
Minor Bridges (Nos.)
ROB (Nos.)
Flyover (No.)
VUP (Nos.)
PUP (Nos.)
AUP (Nos.)
EUP (Nos.)
RUP (Nos.)
Culverts
(Box/Slab/Pipe) (Nos.)
Scope
(2-Lane)
6
30
2
1
15
21
6
2
50
294
Progress
5
24
2
1
2
3
4
0
2
73
M/s. SAI MAATARINI TOLLWAYS LIMITED
Construction
Completed
Not started
1
6
0
0
0
12
0
17
1
2
2
48
160
Remarks
Km.35+342 (Belbahali)
1 No. Deleted
61
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 : October - 2015
REVISED PROJECT COMPLETION SCHEDULE (PCS)
Appoint Date :
02-05-2013
Project Cost (Rs. In Cr.):
Milestone-1 - (DOC: 29-10-13 ; GP: 26-01-14)
Description
May'13
Jun'13
Jul'13
Aug'13
Sep'13
As per C.A.
230.62
EOT Recom.
NA
Oct'13
Nov'13
2306.16
Milestone-2 - (DOC: 05-06-14; GP: 03-09-14)
Dec'13
Jan'14
Feb'14
Mar'14
Apr'14
May'14
Jun'14
Jul'14
Aug'14
Sep'14
691.85
EOT
Achieved in Cr.
404
18.13
31.08
34.52
29.48
33.37
31.1
30.23
21.4
33.49
27.52
Cum. in Cr.
404
422.13
453.21
487.73
517.21
550.58
581.68
611.91
633.31
666.8
694.32
18.30%
19.65%
21.15%
22.43%
23.87%
25.22%
26.53%
27.46%
28.91%
30.11%
Oct'15
Nov'15
Dec'15
Jan'16
Feb'16
Percentage (%)
17.52%
Milestone-3 (DOC: 10-02-15 + 07-11-2015 (270 days EOT); GP: 05-02-16)
Description
Oct'14
Nov'14
Dec'14
Jan'15
Feb'15
Mar'15
Apr'15
May'15
As per C.A.
Jun'15
Jul'15
Aug'15
Sep'15
1614.31
EOT
EOT Recom.
Achieved in Cr.
23.57
29.56
47.73
64.43
60.75
69.23
70.96
65.73
12.58
Cum. in Cr.
717.89
747.45
795.18
859.61
920.36
987.45
1057.89
1123.63
1136.21
Percentage (%)
31.13%
32.41%
34.48%
37.27%
39.91%
42.82%
45.87%
48.72%
49.29
12.98
1149.13
49.83
16.24
19.61
27.74
1165.37
1184.98
1212.72
50.53%
51.38
52.59
DOC.: Within the time as set forth in Schedule-G
COD (A.D.: 24-07-16)
Mar'16
Apr'16
May'16
Jun'16
Jul'16
As per C.A.
2306.16
EOT Recom.
EOT
Achieved in Cr.
Cum. in Cr.
Percentage (%)
Aug'16
Sep'16
GP.: Within grace period of 90 days pursuant to Cl. 12.4.2 of C.A.
Oct'16
LEGEND
Description
PCS Recomended by IE 12 Months
EOT Recommended
EOT= Concessionaire has requested 18 Months EOT, but IE/RO, NHAI, BBS has
recommended 12 months EOT. EOT yet to be received from HQ, NHAI.New Delhi
Milestone – I & II: Achieved.
M/s. SAI MAATARINI TOLLWAYS LIMITED
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 : October - 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
EMB-1st
Exc. Upto Emb. Top
LHS
EMB-Top
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 23
RHS
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
EMB-2nd
8th Layer
12th Layer
23rd Layer
8th Layer
8 th Layer
13th Layer
ROB
EMB-6th
9th Layer
EMB-1st
ROB
Chainage
7th Layer
EMB-3rd
11 th Layer
EMB-4th
11 th Layer
EMB-5th
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
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
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-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 24
RHS
EMB-3rd
EMB-4th
EMB-5th
12th Layer
M/s. SAI MAATARINI TOLLWAYS LIMITED
7th Laewyr
8th Layer
9th Layer
Chainage
8th Layer
7th Layer
EMB-3rd
8th Layer
EMB-5th
7th Layer
EMB-4th
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
7th layer
8th Layer
9th 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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
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 25
RHS
EMB-3rd
EMB-4th
EMB-5th
12th Layer
M/s. SAI MAATARINI TOLLWAYS LIMITED
7th Laewyr
8th Layer
9th Layer
Chainage
8th Layer
7th Layer
EMB-3rd
8th Layer
EMB-5th
7th Layer
EMB-4th
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
7th layer
8th Layer
9th 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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
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 26
RHS
EMB-3rd
Chainage
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
10 th Layer
EMB-4th
9th Layer
7th Layer
7th Layer
9th Layer
EMB-5th
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
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 27
RHS
Chainage
11th Layer
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
EMB-2nd
EMB-1st
OGL Record
OGL FDD
OGL FDD
OGL Record
EMB-1st
EMB-2nd
7th
layer
10th Layer
14th Layer
8th Layer
Exc. Upto Emb. Top
Exc. Upto Emb. Top
9th Layer
Exc. Upto Emb. Top
14th Layer
10th
layer
7th layer
EMB-3rd
EXC upto Emb Top
EMB-4th
20th Layer
EMB-5th
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 28
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
EMB-5th
EMB-4th
EMB-3rd
EMB-2nd
EMB-4th
M/s. SAI MAATARINI TOLLWAYS LIMITED
8th Layer
15th Layer
14th Layer
10th Layer
14th 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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
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
8th layer
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 29
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 : October - 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 30
RHS
EMB-3rd
EMB-4th
EMB-5th
17 12
M/s. SAI MAATARINI TOLLWAYS LIMITED
7th Layer
15th Layer
8th Layer
9th Layer
16 th Layer
11th Layer
13th Layer
12th Layer
13th Layer
15th Layer
8th Layer
14th Layer
7th Layer
9th Layer
17 12
7th Layer
Chainage
12th Layer
EMB-3rd
10 th Layer
EMB-4th
10th Layer
EMB-5th
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
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 31
RHS
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
M/s. SAI MAATARINI TOLLWAYS LIMITED
OGL FDD
17th Layer
8th Layer
9th Layer
9th Layer
12th Layer
22th Layer
Exc upto Emb Top
OGL Record
Exc upto Emb Top
Exc upto Emb Top
Chainage
Exc upto Emb Top
EMB-1st
EXC upto Emb Top
EMB-2nd
EXC upto Emb Top
EMB-3rd
7th Layer
EMB-6th
EXC upto Emb Top
EMB-4th
9th Layer
EMB-5th
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
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 32
RHS
EMB-1st
OGL Record
OGL FDD
Chainage
EMB-3rd
EMB-4th
EMB-5th
13th Layer
OGL FDD
OGL Record
EMB-1st
EMB-2nd
M/s. SAI MAATARINI TOLLWAYS LIMITED
9th Layer
7th Layer
Exc upto Emb. Top
13th Layer
10th Layer
7th Layer
Exc upto Emb. Top
EMB-2nd
Exc upto Emb. Top
EMB-3rd
8th layer
EMB-4th
18th Layer
EMB-5th
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C
&G
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 33
RHS
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
EMB-6th
M/s. SAI MAATARINI TOLLWAYS LIMITED
13th Layer
11th Layer
10th layer
16th Layer
21st Layer
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-1st
30th Layer
17th Layer
EMB-2nd
7th Layer
19th Layer
9th Layer
Exc. Upto Emb. Top
9th layer
18th layer
EMB-6th
14th Layer
Chainage
Exc. Upto Emb Top
EMB-3rd
17th layer
EMB-4th
7th 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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
OGL Record
OGL FDD
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
OGL Record
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 34
RHS
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
15th Layer
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 : October - 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-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 35
RHS
EMB-3rd
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
27th Layer
EMB-4th
19th Layer
EMB-5th
19th Layer
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
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 36
RHS
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
7th Layer
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 : October - 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-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 37
RHS
EMB-3rd
EMB-4th
EMB-5th
EMB-3rd
M/s. SAI MAATARINI TOLLWAYS LIMITED
11th Layer
EMB-4th
7th Layer
9th Layer
Chainage
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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
EMB-5th
Exc upto Emb. Top
19th Layer
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
10th Layer
EMB-6th
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 38
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
EMB-2nd
EMB-1st
OGL Record
OGL FDD
OGL Record
Hardrock
11th Layer
Exc. Upto Emb. Top
8th Layer
12th 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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
EMB-6th
C&G
OGL Samp.
Testing
OGL Samp.
Testing
C&G
OGL FDD
EMB-1st
Rock
EMB-Top
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 39
RHS
EMB-3rd
EMB-1st
OGL Record
OGL FDD
OGL Samp.
Testing
Chainage
23 layer
35 layer
8th layer
24 layer
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
M/s. SAI MAATARINI TOLLWAYS LIMITED
Exc. Upto Emb. Top
9th Layer
9th layer
15th layer
Exc. Upto Emb. Top
EMB-2nd
Exc. upto E. Top
EMB-4th
15th layer
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 : October - 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 40
RHS
OGL Record
OGL FDD
OGL Samp.
Testing
Chainage
OGL FDD
OGL Record
EMB-1st
EMB-2nd
EMB-3rd
EMB-4th
EMB-5th
9th Layer
EMB-6th
M/s. SAI MAATARINI TOLLWAYS LIMITED
Exc. Upto Emb. Top
EMB-6th
7th Layer
EMB-1st
Exc. Upto Emb. Top
EMB-2nd
10th Layer
EMB-3rd
Exc. Upto Emb. Top
EMB-4th
10th 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 : October - 2015
BC
DBM
WMM-Top
WMM-1st
GSB
SG-Top
SG-IInd
SG-Ist
EMB-Top
7
C&G
OGL Samp.
Testing
C&G
EMB-Top
12
8
SG-Ist
SG-IInd
SG-Top
GSB
WMM-1st
WMM-Top
DBM
BC
Page 41
RHS
EMB-3rd
EMB-4th
EMB-5th
EMB-2nd
M/s. SAI MAATARINI TOLLWAYS LIMITED
Exc. Emb. Top
10th Layer
20th Layer
9th Layer
9th Layer
7th Layer
Chainage
8th Layer
OGL Samp.
Testing
105.000
105.050
105.100
105.150
105.200
105.250
105.300
105.350
105.400
105.450
105.500
105.550
105.600
105.650
105.700
105.750
105.800
105.850
105.900
105.950
106.000
106.050
106.100
106.150
106.200
106.250
106.300
106.350
106.400
106.450
106.500
106.550
106.600
106.650
106.700
106.750
106.800
106.850
106.900
106.950
107.000
107.050
107.100
107.150
107.200
107.250
107.300
107.350
107.400
107.450
107.500
107.550
107.600
107.650
107.700
107.750
107.800
107.850
107.900
107.950
108.000
108.050
108.100
108.150
108.200
108.250
108.300
108.350
108.400
108.450
108.500
108.550
108.600
108.650
108.700
108.750
108.800
108.850
108.900
108.950
109.000
109.050
109.100
109.150
109.200
109.250
109.300
109.350
109.400
109.450
109.500
109.550
109.600
109.650
109.700
109.750
109.800
109.850
109.900
109.950
110.000
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 : October - 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
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 42
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
21th layer
15th layer
13th layer
11th layer
11th layer
9th layer
8th layer
8th layer
22th layer
13th layer
15th layer
21th layer
Page 43
9th layer
13th layer
16th layer
12th layer
11th layer
9th layer
8th layer
7th Layer
Minor Bridge
Compensation not paid
7th layer
Minor Bridge
Chainage
Temple
8thLayer
13th layer
16th layer
12th layer
11th layer
8th layer
8th Layer
6th Layer
Minor Bridge
Compensation not paid
Minor Bridge
21th layer
12th layer
7th layer
11th layer
21th layer
25th layer
10th layer
14th 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 : October - 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 44
11Th 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
11th 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 : October - 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
7th layer
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
8th layer
125+100
125+150
125+200
125+250
125+300
125+350
125+400
125+450
125+500
125+550
11th layer
125+600
125+650
13th layer
125+700
125+750
125+800
125+850
20th layer
125+900
125+950
17th layer
126+000
126+050
18th layer
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
.
. .
.
. . . . . . . . . .
8th layer
Fly-over Area
12th layer
18th layer
17th layer
12th layer
7th layer
8th layer
7th layer
16th layer
8th layer
14th layer
14th 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 : October - 2015
Fly-over Area
. . . .
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
9th layer
EXCAVATION
15th layer
Electrical Line
VUP Structure
RWSS Pipe line,
12th layer
8th layer
10th layer
10th layer
11 th layer
8th 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
9th layer
7th layer
12th layer
8th layer
10th 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 : October - 2015
Page 46
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
134+850
Top Layer
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
10th layer
M/s. SAI MAATARINI TOLLWAYS LIMITED
up
to
Em
b
To
p
7th layer
8th layer
14th layer
8th Layer
7th layer
10th layer
8th layer
12th layer
Ex
ca
va
tio
n
10th layer
11th layer
La
ye
r
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
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 : October - 2015
Page 47
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
12th 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 : October - 2015
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
Tangarani Reserve Forest
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
9th layer
8th 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 : October - 2015
8th layer
7th layer
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
9th layer
M/s. SAI MAATARINI TOLLWAYS LIMITED
7th layer
Govt
Structure
(School)
7th layer
7th layer
8th layer
12th layer
Minor Bridge
7th layer
8th layer
12th layer
Minor Bridge
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
10th 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 : October - 2015
Reserve Forest
Reserve Forest
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
8th layer
7th layer
9th layer
10th layer
14th layer
12th layer
16th layer
15th layer
12th layer
10th layer
Box Culvert Gap
8th layer
8th layer
Excavation Upto Top Layer
SAND FILLING
EXCAVATION
Chainage
Reserve Forest
7th layer
9th layer
9th layer
8th layer
9th layer
9th layer
7th layer
Excavation Upto Top Layer
EXCAVATION
Box Culvert Gap
9th layer
13th layer
Reserve Forest
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
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 : October - 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
9th layer
Minor Bridge
11th layer
9th layer
7th layer
9th layer
8th layer
PUP Structure
10th layer
7th layer
9th layer
8th layer
10th layer
11th layer
Excavation Upto Emb Top
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
Minor Bridge
10th layer
9th layer
11th layer
12th layer
14th layer
15th layer
18th layer
PUP Structure
7th layer
8th layer
Minor Bridge
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 : October - 2015
Page 52
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 : October - 2015
7.1. Progress of Major Bridges
Foundation
Sl.
No.
Chainage
1
35+342
Sub-str
Super-str
Scope
Side
Complete
(%)
Not Started due to resistance / deadlock created by adjacent Belbahali Villagers
LHS
RHS
Sl.
No.
Chainage
1
56+800
Foundation
Side
Sub-str
Super-str
A1
P1
P2
P3
P4
A2
A1
P1
P2
P3
P4
A2
A1-P1
P1-P2
P2-P3
P3-P4
P4-A2
1
1
1
1
1
1
1
1
1
1
1
1
0.45
0.45
1
1
1
Scope
Complete
(%)
2
0.94
46.76%
LHS
Chainage
RHS
Side
Foundation
Sub-str
Super-str
A1
P1
P2
P3
P4
A2
A1
P1
P2
P3
P4
A2
A1-P1
P1-P2
P2-P3
P3-P4
P4-A2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
LHS
83+568
RHS
Foundation
Chainage
Side
Sub-str
Super-str
A1
P1
P2
P3
A2
A1
P1
P2
P3
A2
A1-P1
P1-P2
P2-P3
P3-A2
1
1
1
1
1
1
1
1
1
1
0.45
0.45
0.45
0.45
LHS
108+058
RHS
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
Scope
Complete
(%)
2
1
50%
Scope
Complete
(%)
2
0.86
43.23%
IN PROGRESS
Page
53
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 : October - 2015
Foundation
Chainage
139+495
Side
Sub-str
Super-str
A1
P1
P2
P3
P4
P5
A2
A1
P1
P2
P3
P4
P5
A2
A1P1
P1-P2
P2-P3
P3P4
LHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.45
0.45
0.70
0.80
0.70
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.23
0.23
0.70
0.80
0.70
P4-P5
Foundation
Sl.
No.
Chainage
1
151+200
Side
A1
LHS
RHS
P2
P3
P4
P5
P6
P7
P8
P9
0.48
0.64
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.84
1
Super-str
A1-P1
P1-P2
P2-P3
P3-P4
0.5
0.5
0.5
0.5
P4P5
0.5
P5P6
0.5
P6P7
0.5
P7P8
0.5
0.5
0.5
0.28
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
Complete
(%)
2
0.93
46.97%
P5-A2
Sub-str
P1
0.8
Scope
P8P9
0.5
A2
A1
P1
1
1
P2
P3
1
P5
P6
P7
P8
P9
1
1
1
1
1
0.9
0.9
1
1
1
Scope
Complete
(%)
2
0.84
42.03%
P4
0.9
A2
1
P9-A2
IN PROGRESS
Page 54
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 : October - 2015
7.2. Progress of Minor Bridges
Sl.
No
Chainage
1
17+100
2
Foundation
Sub Structure
Super Structure
Scope
Completed
(%)
BANDI RIVER
2
1.85
92.50%
22+017
ANDHARI RIVER
2
1.00
50.00%
3
24+818
GHAGIA NALLA
2
1.00
50.00%
4
25+543
KALLAPAL JORE
2
1.00
50.00%
5
31+982
2
2.00
100.00%
6
33+672
2
1.00
50.00%
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
2.00
100.00%
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
2.00
100.00%
14
95+410
SITA RIVER
2
1.15
57.50%
15
97+913
ANIADHAR
2
0.25
12.50%
16
106+926
RIVER
2
1.00
50.00%
17
111+551
KHALIGHAT
2
0.13
6.25%
18
116+160
New construction
2
1.50
75.00%
19
117+074
New construction
2
1.35
67.50%
20
143+235
New construction
2
1.50
75.00%
21
146+697
New construction
2
1.50
75.00%
22
148+547
New construction
2
1.35
67.50%
23
149+027
New construction
2
1.15
57.50%
24
151+990
New construction
2
1.00
50.00%
25
153+843
New construction
2
1.00
50.00%
26
155+467
2
1.75
87.50%
27
156+771
New construction
New construction
2
2.00
100.00%
2
0.25
12.50%
2
2.00
100.00%
2
2.00
100.00%
28
(KM)
158+252
29
163+037
30
166+003
Identification
LHS
RHS
LHS
RHS
LHS
New construction
New construction
New construction
RHS
61.38%
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
IN PROGRESS
Page
55
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 : October - 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
A1-P1
LHS
1
1
1
1
1
1
1
1
0.45
0.45
RHS
1
1
1
1
1
1
1
1
0.45
0.45
Foundation
Side
A1
P1
LHS
1
1
RHS
1
1
Sub-str
A2
0.15
A1
P1
1
1
1
1
P1-P2
Super-str
A2
A1
P1
Scope
Complete
(%)
2
0.97
48.38%
P2-A2
A2
Scope
Complete
(%)
2
0.94
46.88%
0.45
7.4. Progress of Flyover
Sl.
No.
1
Foundation
CHAINAGE
125+284.500
Sub Structure
Super-Str (Girders)
Super-Str (Deck slab)
SIDE
A1
P1
P2
P3
A2
A1
P1
P2
P3
A2
A1-P1
P1-P2
P2-P3
P3-A2
A1-P1
P1-P2
P2-P3
P3-A2
LHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0
0
1
RHS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0
0
1
Weg.
Actual
Avg.
25.00%
25.00%
COMPLETED
M/s. SAI MAATARINI TOLLWAYS LIMITED
25.00%
25.00%
30.00%
30.00%
20.00%
10.00%
90.00%
IN PROGRESS
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 : October - 2015
7.5. Progress of Vehicular Under Passes (VUPs):
Sl.
No.
Design
chainage
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
10+673
20+038
23+544
29+857
38+783
42+133
45+448
53+382
77+950
90+500
115+118
117+685
122+926
128+846
131+412
Size
Foundation
LHS
RHS
Sub structure
LHS
RHS
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12.00 x 5.50
1 x 12 x 5.50
1 x 12 x 5.50
1 x 12 x 5.50
1 x 12 x 5.50
1 x12 x 5.5
Super structure
LHS
RHS
DELETED
Scope
Completed
(%)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2.000
2.000
2.000
2.000
2.000
2.000
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
2.000
1.800
2.000
2.000
2.000
2.000
2.000
2.000
100.00%
90.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
99.29%
7.6. Progress of Pedestrian Under Passes (PUPs):
Sl.
No.
Design
Chainage
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
05+665
09+630
15+838
22+705
24+505
37+187
40+838
51+512
76+800
94+254
109+676
114+576
118+272
120+680
126+981
127+632
136+518
142+651
149+792
156+099
164+267
Size
Foundation
LHS
RHS
Sub structure
LHS
RHS
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
2.000
2.000
2.000
2.000
1.000
2.000
2.000
2.000
100.00%
100.00%
100.00%
100.00%
50.00%
100.00%
100.00%
100.00%
1.000
2.000
2.000
2.000
2.000
2.000
2.000
2.000
2.000
1.000
2.000
2.000
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
50.00%
100.00%
100.00%
1x5x3
1 x 5.00 x 3.00
1 x 5.00 x 3.00
1 x 5.00 x 3.00
1 x 5.00 x 3.00
1x5x3
1x5x3
1x5x3
1 x 5.0 x 3.0
1 x 5.0 x 3.0
1 x 5.0 x 3.0
1x5x3
1x5x3
1x5x3
1x5x3
1x5x3
1x5x3
1x5x3
1x5x3
1x5x3
1x5x3
92.50%
7.7. Progress of AUP:
Sl.
No.
Chainage
(KM)
Structure Type
1
2
3
4
5
6
61+557
63+290
64+580
72+550
74+700
110+880
AUP
AUP
AUP
AUP
AUP
AUP
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
1.125
2
2
1
0
0
56.25%
100.00%
100.00%
50.00%
0.00%
0.00%
51.04%
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 : October - 2015
7.8. Progress of Culverts (Pipe/Box/Slab):
Sl.
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
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
Chainage
0049 /
0063
01+177
02+115
03+051
03+452
03+871
04+363
05+069
05+956
08+360
08+556
09+180
11+370
11+600
12+376
13+060
13+266
13+952
14+240
14+700
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
24+326
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
36+119
36+201
39+101
39+920
40+195
41+245
42+965
43+155
43+577
43+882
44+612
44+941
Structure
Type
Foundation
LHS
RHS
Sub Structure
LHS
RHS
Super Structure
LHS
RHS
Scope
Completed
(%)
Box Culvert
2
0.63
31.50%
Box Culvert
HP 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
Box Culvert
HP Culvert
HP Culvert
HP Culvert
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
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
Box Culvert
Box Culvert
HP Culvert
Box Culvert
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
2
2
2
2
2
2
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
2
2
2
2
2
2
1.125
2
1
0.35
2
2
1
2
2
1
2
2
1
1
1
1
1.125
1.35
1.35
1
0.25
1
1
0.125
2
2
2
2
2
2
2
2
2
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
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%
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
56.25%
100.00%
50.00%
17.50%
100.00%
100.00%
50.00%
100.00%
100.00%
50.00%
100.00%
100.00%
50.00%
50.00%
50.00%
50.00%
56.25%
67.50%
67.50%
50.00%
12.50%
50.00%
50.00%
6.25%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 58
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 : October - 2015
Sl.
No.
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
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
Chainage
45+091
45+845
46+135
46+747
47+024
47+235
47+359
47+705
47+870
48+080
49+066
49+260
51+883
52+135
52+652
53+798
54+101
54+629
55+243
55+438
55+579
55+723
57+825
58+006
58+230
58+877
59+401
60+529
62+305
62+734
63+371
64+478
67+164
70+381
77+170
77+270
77+470
77+640
78+250
79+587
80+954
85+493
86+550
91+602
91+817
92+402
92+664
93+362
94+166
96+112
96+604
96+697
96+807
97+107
97+196
99+676
100+042
100+656
100+920
100+983
101+060
101+557
101+980
103+187
104+282
104+577
105+255
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
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
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
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
2
2
2
2
2
2
2
2
2
2
2
2
2
1.5
1.5
2
2
2
2
1.125
2
2
1.125
2
1
1.125
1
0.125
1
2
2
1
2
2
2
2
2
2
1
0.65
2
2
2
0.85
1.125
2
1
2
2
2
1
1
1
1
2
1
1.35
2
0.125
0.65
1
1
1
1
0.125
1
1.35
1.75
1.125
2
1
1
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
75.00%
75.00%
100.00%
100.00%
100.00%
100.00%
56.25%
100.00%
100.00%
56.25%
100.00%
50.00%
56.25%
50.00%
6.25%
50.00%
100.00%
100.00%
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
50.00%
32.50%
100.00%
100.00%
100.00%
42.50%
56.25%
100.00%
50.00%
100.00%
100.00%
100.00%
50.00%
50.00%
50.00%
50.00%
100.00%
50.00%
67.50%
100.00%
6.25%
32.50%
50.00%
50.00%
50.00%
50.00%
6.25%
50.00%
67.50%
87.50%
56.25%
100.00%
50.00%
50.00%
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 : October - 2015
Sl.
No.
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
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
Chainage
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+300
131+510
131+540
132+645
133+827
134+472
135+554
139+853
140+593
140+877
141+365
141+647
141+764
Structure
Type
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
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
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
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
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
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
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
2
2
2
2
2
1.65
2
1.125
1
0.65
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
2
2
2
2
2
1.5
1.65
1
2
2
2
2
2
1
2
2
2
2
82.50%
100.00%
56.25%
50.00%
32.50%
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%
100.00%
100.00%
100.00%
100.00%
100.00%
75.00%
82.50%
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
50.00%
100.00%
100.00%
100.00%
100.00%
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 : October - 2015
Sl.
No.
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
Chainage
142+237
142+660
145+898
146+572
147+107
147+317
147+477
147+850
148+141
150+113
151+677
152+445
152+835
153+175
154+276
154+515
154+865
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
164+971
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
HP 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
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
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
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
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
1
0.25
2
2
2
0.95
0.95
2
2
2
1
1
1
1
2
2
2
2
1
2
2
2
2
2
2
1.125
2
2
2
2
2
2
2
2
2
50.00%
12.50%
100.00%
100.00%
100.00%
47.50%
47.50%
100.00%
100.00%
100.00%
50.00%
50.00%
50.00%
50.00%
100.00%
100.00%
100.00%
100.00%
50.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
56.25%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
8. Construction Constraints:
A. Land Acquisition:
1) 132 KV & 220 KV HT Lines at Km 7+010 & at Km 7+670 respectively in Jajpur Bypass:
(i) Project Director vide Lr. No. 7736 dated 06-08-2015 has conveyed to Concessionaire that the
approval of the estimate to a tune of Rs. 1,41,58,963/- which is including supervision charges of Rs.
7,44,121/- towards lifting / modification of HT transmission lines of 132 KV & 220 KV HT Lines (at
Km 7+010 & at Km 7+670) respectively in Jajpur Bypass has been approved by the Competent
Authority.
(ii) Concessionaire vide Lr. No. 584, dated 07-08-2015 requested Project Director to make the payment
of 6% supervision charges (Rs. 7,44,121/-) to OPTCL, if not paid already, to get the organization’s
support promptly for supervision.
(iii) Project Director vide Lr. No. 7768, dated 12-08-2015 addressed General Manager (Electrical),
EHT(O&M) Circle, OPTCL, Jajpur Road and requested to give necessary comment/consent for
enabling the Concessionaire to take up the said work according to the estimates.
(iv) General Manager (Electrical), EHT(O&M) Circle, OPTCL, Jajpur Road vide Lr. No. 1111(4) dated 2508-15 addressed to Project Director for depositing the amount mentioned in the estimate at the
earliest to start the work (it means Supervision can be made subject to payment of supervision
charges).
(v) An early action is solicited for taking up the execution keeping in view of working season ahead.
2) The dead lock created by DFO, Annadapur demanding to construct Four-fold plinth area check
post at Km 22+930:
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 61
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 : October - 2015
3)
4)
5)
6)
7)
(i) The Check post of Forest Department is a serious hindrance in executing Four-Laning Highway and
in spite of protracted correspondence and pursuance no solution is emerged.
(ii) Chief General Manager, RO, NHAI, Bhubaneswar during review meeting held on 24-08-2015 has
asked Project Director to sort out the matter within a week or so.
(iii) However, the EPC Contractor is willing to construct a temporary shed outside the PROW to locate
Forest Check post to carry out their work temporarily, with a view to proceed ahead with FourLanning execution, pending a decision of Authority / demand of DFO, Anandapur.
(iv) Accordingly, Concessionaire has intimated Project Director vide Lr. No. 599 date 08-09-2015 that
“On hearing from Authority, in consultation with DFO, Anandapur, the EPC Contractor shall be
advised to go ahead with the construction of temporary shed outside the PROW at his Own Cost
and expenses as he willing to do so in the interest of execution of work”.
(v) Concessionaire from Forest Department is requested for further proceedings .
BSNL Building located at Km 24+980:
BSNL department desires that the compensation for shifting the building be made to them.
Payment not done till date for taking up the work at his section.
Maa Tarani Temple at Km 31+310 adjacent to highway:
This temple, unless it is shifted remains an impediment for Four-Laning work. This is issue is yet to
resolved.
BSNL Building located at Km 52+470:
BSNL department desires that the compensation for shifting the building be made to them.
Payment not done till date for taking up the work at his section.
Realignment between Km 34+400 & Km 35+966:
(i) The realignment couldn’t be commenced even 851 days from Appointed Date on account of fierce
opposition by Belbahali Villagers demanding change of alignment, as a result of which the
execution of realignment of 1.566 Kms besides “construction of Major Bridge on river Kusai at Km
35+308 of length 360m” couldn’t be commenced.
(ii) There is a fresh twist added to the subject with change of bridge length from 360m to 600m in a
new proposal mooted for examination. Thus, the status remains unaltered. Concessionaires’ vide
its Lr. No. SMTL/P-R/NH-215/TSN-CGM/NHAI/2015-16/573, dated 30-06-2015 requested P.D. to
issue “Change of Scope Notice” in case they desire to examine proposal of 600m length.
(iii) A mob of nearly 1500 to 2000 villagers of Belbahali vehemently revolted against nearly 450 police,
on 07-07-2015 when the latter tried to support commencement of execution of realignment, thus
causing injury to 7 police constables besides a few persons. This has been witnessed by SP, SubCollecotr, Anandapur, PD, NHAI etc.,. Therefore, the work couldn’t be commenced. This matter
was brought to the attention of Honb’le Minister, RT&H by RO during review meeting held at
Bhubaneswar on 09-07-2015.
(iv) The Collector, Keonjhar, during review meeting taken by him on 01-08-15 asked NHAI to resolve
the issue relating to Construction of Bridge across river Kusei at Belbahali immediately.
(v) A high level meeting chaired by Honb’le Minister for Road Transport & Highways on 03-08-2015 at
New Delhi. As per the deliberation in the meeting, the Realignment is to be proof checked by
Professor from I.I.T. & Technical Expert from the State of Odisha for examination to furnish a
report.
(vi) Accordingly, Project Director has issued a letter to Professor of I.I.T., Kharagpur vide Lr. No. 7731,
dated 04-8-2015 & Lr. No. 7803, dated 13-8-2015 for placing scope of work.
(vii)Professor IIT informed that it will take at least 4 months for completion of scope of work referred
to him.
Acquisition of left out plots in the earlier 3D notification:
Sl. No.
Name of Thasil
No of left out plots
Additional Area (Acres)
1
Ghatagaon
54
3.940
2
Ghasipura
86
3.850
3
Anandapur
19
1.050
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 62
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 : October - 2015
4
5
Champua
Sadar
4
25
1.100
2.095
6
Jhumpura
6
0.560
Total :
194
12.595
(a) The land in left out plots has been notified by LAO & CA, Koenjhar to Project Director vide Memo
no. 748/LA NH-215, dated 29-11-2014 which is still to be acquired. Though 8 months were
elapsed after receipt of Memo from the LAO, not even 3A Notification is finalized by PIU. Persons
owning the land in 194 plots do create hurdle for Four-Laning work.
(b) In the review meeting held on 01-08-2015 in Mini Conference Hall of the Collectorate, Keonjhar
chaired by Collector and attended by NHAI & Other Govt. Officers, Collector issued the following
minutes.
(i) NHAI Authority is to take necessary steps for early notification of additional Land Acquisition
proposals.
(ii) The Spl. LAO, NH-215 is to dispose of all the 660 Nos. of Land Acquisition Cases pending out of
4226 Nos. by end of August, 2015
(c) Project Director vide Lr. No. 7735 dated 06-08-2015 addressed to CGM, RO, NHAI, Bhubaneswar
has submitted LA documents for publication of draft 3a Notification in supersession of earlier
Notification u/s 3a of NH Act, 1956 in GOI Gazette for 102 Nos. of villages under Thasil Ghasipura,
Anandapur, Ghatgaon, Sadar, Jhumpura & Champua in Keonjhar District. The 3A Notification is
still to be processed after words. The 3a Notification is yet to be published.
8) Valuation of additional/left out structures:
The letter Nos. 146, 148, 150 to 155, 158 to 162, 164 to 169, 180 to 182 dated 13-03-2015 and Lr. No.
215 &216 dated 26-03-15 of CALA, Keonjhar addressed Project Director reveal that there are
additional/left out structures about 50 nos. to 60 nos. in 26 villages of Keonjhar District, for which
Project Director requested vide Lr. No. 7311 dated 29-04-2015, sanction from RO, NHAI, Bhubaneswar
for an amount of Rs. 5.72 Cr. Similarly, Project Director has requested RO, vide Lr. No. 7427 dated 0206-2015, for sanction of 1.21 Cr. for additional / left out structures in 4 more villages in Keonjhar
District. These two estimates for left out structures in 30 villages of Keonjhar District have been
returned by RO to P.D. with observations vide Lr. No. 4119 & 4124 dated 16-06-15 respectively. PIU,
Keonjhar, vide Lr. No. 7557, dated 24-06-2015 addressed Spl. LAO, Keonjhar requested the latter to
revise the estimates towards left out structures duly complying the observations of RO, NHAI,
Bhubaneswar. Thus, these structures, in 30 villages, affect Four-Laning work.
Project Director vide Lr. No. 7801 dated 14-8-15 addressed CGM,RO, NHAI, Bhubaneswar for sanction of
Rs. 7,48,94,350/- towards cost to be met for supplementary compensation finalized by CALA after
inclusion of applicable value of the additional interest and additional structures over and above the
previous sanctioned already for compensation. The further instruction is yet to be received from PIU.
9) Obstruction of Siba temple @ Km 113+400 in Jamunalia:
From the day one the execution of Keonjhar Bypass has been commenced in the month of Sep’2013,
the issue of shifting of Siba Temple located at Km 113+400 in Village Jamunalia is on the cards of
deliberation in every forum. CGM, RO, NHAI, Bhubaneswar during review meeting held on 24-8-15
informed Project Director to resolve the issue within a time frame. However, the issue is still burning
unresolved even after 881 days lapsed from Appointed Date.
10) Fishery Pond in between 116+850 & Km 117+070 of Keonjhar Bypass:
(i) The value of compensation to be settled to Fisheries Department for their pond in between KM
116+850 & Km 117+070 i.e., 220m length in Keonjhar Bypass couldn’t be finalized and therefore
the work of Four-Laning in this length of Keonjhar Bypass couldn’t be taken up even on date.
(ii) In the letter 461, dated 11-06-2015, LAO & CA asked District Fishery Officer, Keonjhar to revise the
estimate for the compensation of pond duly deducting the lead charges for the earth excavated for
the Pond. Of late, PIU, Keonjhar vide Lr. No. 7557 dated 24-06-2015 has also requested District
Fisheries Officer, Keonjhar to withdraw the provision of lead for earth and provide a certificate
stating that the tank is used “Fish Development Culture” and the size of the tank is permitted for
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 63
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 : October - 2015
the provision of compensation. The issue created a serious hurdle in Keonjhar Bypass for a length
of 220m and remains unresolved even after 851 days from Appointed Date.
(iii) Project Director vide Lr. No. 7757 dated 06-08-2015 addressed to RO, NHAI, Bhubaneswar and
requested for sanction and placement of revised funds of Rs. 66,24,858/- towards payment of
compensation for left out tank fishery existing over acquired plot no. 847 & 848 of Village Sirispal
under Sadar Tahasil, Keonjhar District.
(iv) Sanction of competent authority is received and payment to be made for clearance of land.
11) Stalemate in execution of Four-Laning between Km 149+300 & Km 150+500 in Arsala Village
including 2 minor bridges at KM 148+457 & Km 149+027 due non finalization of compensation for
Mosque located at Km 149+580 in Arsala Village:
(i) The minority community (Muslims) at Village Arsala had made the demand / claim on Mosque at
the village way back in 2007 i.e., from the date of inception of Land Acquisition proceedings for the
Project.
(ii) Project Director stationed at Bhubaneswar at that point of time is known to have promised on the
advice of Collector, Keonjhar in 2010 to compensate the cost of Mosque to rehabilitate it
elsewhere.
(iii) In the letter 453 dated 03-06-2015, Spl. LAO & CA requested Project Director to place additional
fund of Rs. 65,89,217/- to settle the compensation for the mosque at Arsala. But P.D. appears
reluctant to act on the request of Spl. LAO & CA.
(iv) Latest letter no. 7478, dated 10-06-2015 and 7579 dated 01-07-2015 addressed by Project
Director to LAO & CA, Keonjhar display that the issue emerged way back 5 years ago doesn’t find
a lasting solution on the subject even today.
(v) In the letter no 490 dated 24-06-2015, Spl. LAO & CA, NH-215, Keonjhar asked the Secretary,
JAMIYATAHLE-HADIS, Arsala to produce document like lease dead in respect of land on which
mosque is located in order to decide on compensation to be paid. It is a matter of surprise as to
why the compensation issue couldn’t be settled for more than 2 years 2 months after Appointed
Date as on that date.
(vi) Thus, the Four-Laning work in between Km 149+300 & Km 150+500 including 2 minor bridges has
been continuously disrupted by the villagers seeking a lasting solution to their demand.
(vii) Of late, it is heard that “JAMIYAT AHLE – HADIS” an Islamic Masjid Construction Committee
stationed at Arsala has given notice to the District Collector, Keonjhar on 20-06-2015 stating
that they would launch an agitation obstructing Four-Laning execution of NH-215 w.e.f. 06-072015 unless their demand is met with.
(viii) Project Director requested Spl. LAO & CA for sanction and placement of funds towards
payment of compensation for left out / additional structures in respect of Mosque at Arsala
vide Lr. No. 7759 dated 08-08-2015.
(ix) Spl. LAO, NH-215, Keonjhar addressed Project Director vide Lr. No. 817 dated 19-08-2015 in
reply to the P.D. Lr. No. 7759, stating that “The Government structure standing over the Govt.
plots are to be reconstructed for which funds are available with NHAI. In the instant case, if
NHAI has decided to make payment instead of going for construction, the Spl. LAO has nothing
to say. Hence he requested NHAI once again to take necessary steps at their end, so that no
untoward situations occur in future.
The issue remains unresolved for the last 5 years i.e., inception process of LA. The problem couldn’t
resolved though 851 days time was elapsed from Appointed Date.
12) Prevention of execution in between Km 166+000 to Km 166+173 by villagers of Rimuli demanding
hike in compensation.
The villagers demand hike in compensation at par with the compensation decided for the abutting
stretch in “Rimuli – Rajamunda Project on NH-215” and thus, the Four-Laning work in 173m is
hampered.
13) Govt. & Religious Structures – delay in policy decision on execution of structures to rehabilitate
dwellers in existing structures.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 64
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 : October - 2015
(i) Despite protracted correspondence from Concessionaire to PIU requesting for a policy decision on
the execution of about 168 nos. of structures all along the highway outside the PROW to
rehabilitate the occupants of the existing Govt. Structures within the PROW, NHAI has not
communicated any guidelines / modalities / system of supervision / method of measurement /
mode of payment etc.,.
(ii) Concessionaire has been therefore, compelled to commence construction of some of the
structures recently, which are seriously affecting execution of Four-Laning, taking cognizance of
the minutes of the Collector’s meeting held on 21-05-2014 issued by Project Director vide Lr. No.
6167 on 29-05-2014, in the back drop of indefinite delay by P.D. in providing policy decision on
Govt. / Religious Structures, in order to proceed with Four-Lanning avoiding further delay.
(iii) However, RO, NHAI, Bhubaneswar vide Lr. No. 4310 dated 27-07-2015 addressed GM(LA), NHAI,
New Delhi for approval of construction cost to a tune of Rs. 21,86,90,977/- for construction of the
Govt. & Religious structures outside the PROW to rehabilitate / shift the persons in these buildings
which exists in EROW as a part of rehabilitation. RO, further requested permission to execute
these structures through Concessionaire indicating guidelines for execution as stated by the RO in
the paragraph (c) of their letter dated 27-07-2015.
The delay of 851 days from Appointed Date as on 31-08-2015 on the policy decision of NHAI on
building these structures has an adverse impact on the performance of the Concessionaire.
14) Land Acquisition in the Project:
(i) To start with, the Land acquired as on Appointed Date has been shown as 48% in the report
furnished to CAG by PIU.
(ii) But a serious “Material Default” of PIU lies in not fulfilling the procedure laid down in Cl. 10.3.1 of
C.A. for procurement of site to Concessionaire to have an actual possession of land.
(iii) NHAI was reluctant to implement the provisions of Cl. 10.3.1 of C.A. together with Cl. 10.3.2. of
C.A. in spite of request / demand of Concessionaire through protracted correspondence.
(iv) It is a nightmare that all authentic agencies connected with the project don’t respond to “hue and
cry” of Concessionaire in letters on the implementation of provisions of Cl. 10.3.1. of C.A.
(v) The delay in reasonable procurement of land to Concessionaire is nearly 2 years.
(vi) This fact can be well understood from the point no. 2 of proceedings (Minutes) of the Collector,
Koenjhar issued after having held a review meeting on 21-05-2014 which was communicated by
Project Director, PIU, NHAI, Keonjhar vide their Lr. No. 6167 dated 29-05-2014.
(vii) Point no. 2 in the letter 6167 dated 29-05-2014 clearly depicts that Collector instructed Spl. LAO
to carryout disbursement of huge compensation in the villages of Bandha, Kanto, Kolimati,k
Sudusudia, Salapada of Anandpur & Ghasipura Tahasils and all the villages in Ghatgaon Tahasil
to be completed by end of Jun’14.
(viii) These instructions of Collector, Keonjhar evidently show that there is more than 1 year 1 month
time passed after Appointed Date before commencing payment of compensation in Ghatgaon,
Anandpur & Ghasipura thasils besides other thasils of Sadar, Jumpura, Champuva etc.,
(ix) The above contents amply disclose that the information given by Project Director to RO, NHAI,
Bhubaneswar as on 10-04-2013 stating that 135.62Kms has been handed over to Concessionaire
is blatantly false / base less thus, misleading the Authority.
15) Procurement of Additional land for Project Facilities pursuant to Cl. 10.3.6 of C.A.:
(i) The proposal for acquisition of additional land for Project Facilities pursuant to Cl. 10.3.6 of C.A.
under NH Act 1956 was furnished to PIU in vide Lr. No. SMTL/P-R/NH-215/TSN-CGM/NHAI/201314/378, dated 15-07-2014.
(ii) PIU says that the Appointed Date is 02-05-2013 and therefore the Concessionaire would have
submitted the proposal for additional land by 01-07-2013.
(iii) There is a delay, no doubt, of about 1 year in submission of the proposal. The reason for such
delay is that the Concessionaire was not delivered the possession of land under earlier 3D
Notifications pursuant to Cl. 10.3.1 of C.A. nor it has clarity on the procurement of site.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 65
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 : October - 2015
(iv) But it shall be noted that nearly 1 year has been elapsed after submission of the proposal. It is to
say that the 3A Notification proposal is yet to be finalized by PIU despite continuous and constant
pursuance by Concessionaire’s representatives.
B. Forest Land Diversion Proposal:
Stage-I clearance has been issued by MoEF vide Order No. F.No. 8-01/2014-FC, GOI, MoEF, FC –
Division, New Delhi, dated 06-05-2014.
The user agency is permitted vide order No. F.No.11-306/2014-FC, FC Division, MoEF & CC, GOI, New
Delhi on 08-08-2014 to fell the forest trees and use the land for execution, irrespective of Stage-II
Clearance, subject to the payment of levies specified in Stage-I.
PIU, NHAI is known yet to settle the following payments for certain conditions listed in Stage-I Clearance
and obtain permission for tree felling.
Cond.
Description
No.
Payable to MoEF, New Delhi.
xviii
Avifauna scheme.
Amount
Rs. in Cr.
6.81
Status
RCCF, Rourkela has approved
the scheme, still to go a long
way.
Total (A)
6.81
Payable to Govt. of Odisha
i
Payment of Royalty of enumerated trees
4.54 Sanction is awaited from NHAI
Total (B)
4.54
11.35
Grand Total (A+B)
(a) 418 days were elapsed from the date of issue of simplified procedure for grant of permission for
felling of trees standing of Forest land, (b) 512 days passed away from the date of Stage-I clearance
issued by MoEF & (c) 881 days slipped away from Appointed Date; but still no permission for tree felling
is obtained. Inflation / cost escalation due to abnormal delay in getting the permission creates huge
financial burden to Concessionaire.
The Collector, Keonjhar, during review meeting taken by him on 01-08-15 asked NHAI Authority to clear
all dues relating to diversion of forest proposal and permission for tree felling before the DFO, Keonjhar
by end of August’15. But the issue is still in process. Permission accorded by DFO, Koenjhar,
Anandapure & Cuttack for tree felling. Nodal officer, DFO, Keonjhar has to address OFDCL for felling of
trees and work to be taken up by OFDCL subsequently. On account of this the concessionaire is unable
to take up the work in these locations.
C. Eviction of Encroachments:
Eviction of encroachments has been mostly completed 90% in the entire project stretch except the
following.
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 16 writ petitions in High Court of Odisha; and several Arbitration cases in Keonjhar &
Jajpur District. 2 writ petitions are known to have been disposed off.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 66
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 : October - 2015
9.
a) Additional Scope: 31 Irrigation culverts are being taken up under additional scope as
deposit works of irrigation Department, Govt. of Odisha.
31 Nos. New Culverts pertaining to Irrigation Department:
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.
b) Change of Scope:
No definite stand was seen all along on the works to be taken up under “Change of Scope” which are
required to be constructed based on the necessity at site. However, CGM(T), RO, NHAI, Bhubaneswar
during his maiden visit to site on 10-08-2015 emphasized the urgency to ensure site visit by Project Director
& Manager (Tech.), NHAI with all concerned and recommend the works to be taken up for execution with
due justification with cost analysis duly verifying the estimates submitted by Concessionaire (vide Lr. No.
SMTL/P-R/NH-215/TSN-CGM/NHAI/2015-16/582, 31-07-2015).
(i) Structures:
S.
No
Chainage
Type of Structure
1
2
3
28+400
36+760
42+358
4
90+500
5
115+636
6
131+540
PUP( 5 X 3 )
BC (2.5 X 2.5)
PUP(5 X 3)
BC (3 X 3) 2 nos in
approaches of VUP
Twin cell VUP 115+636
BC (3.0 X 3.0) in
approaches of VUP
7
128+282
Irrigation
Culvert (2 X 2 m)
M/s. SAI MAATARINI TOLLWAYS LIMITED
Location
(Village)
Amount
Khalana
Barigaon
Sailong
₹ 65,29,245
₹ 40,19,841
₹ 69,10,521
Dhenkikote
₹ 61,61,738
Over Dubri road
₹ 87,24,000
Raisuain
₹ 33,10,322
Addl culvert in
Keonjhar
Byepass
₹ 35,10,261
Remarks
Already reviewed by IE
Page 67
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 : October - 2015
b) Change of Scope:
(ii) Service Roads:
PUP &
Start Ch.
FOB
Location
1
5+665
5+410
S.
No
End Ch.
Total
Length
Location
(Village)
5+910
500
Dhaneshwar
Amount
₹ 1,42,00,283
2
9+630
9+480
9+660
180
Tentulikhunta
₹ 39,51,418
3
15+838
15+700
15+980
280
Talagarh
₹ 93,71,179
4
28+400
28+380
28+580
200
Khalana
₹ 1,09,98,514
5
37+187
36+910
37+310
400
Barigaon
₹ 1,20,05,198
6
51+512
51+380
51+730
350
Bhalukuma
₹ 1,09,07,564
M/s. SAI MAATARINI TOLLWAYS LIMITED
Remarks
The PUP is provided at Km. 5+565 over a cross road to Korei railway station
in Dhaneshwar village. There is built up area on both side of road for which
the access will be cut off to NH 215 because of PUP provided. The villagers
are obstructing the works demanding service road on both side of PUP.
A village road is crossing the alignment at Km. 9+450 in between the
approaches of ROB and PUP at Km. 9+630. As the access to the other side
of the village road is blocked due to high embankment, The people are
demanding the service road from Km. 9+440 to Km. 9+630 for through
passage.
The PUP is provided at T-junction at Km. 15+830 in Talagarh village. There is
built up area on both side of road for which the access will be cut off
because of PUP provided. The villagers are obstructing the works
demanding service road on both side of PUP for passage to other side of
village and also access to the NH 215
The PUP is provided at Km. 28+400 over a cross road (T-junction). The
villagers are obstructing the works demanding service road on both side of
PUP to get access to MCW.
The PUP is provided at Km. 37+187 in Barigaon village. There is built up area
on both side of road for which the access will be cut off to NH-215 because
of PUP provided. The villagers are obstructing the works demanding service
road on both side of PUP and also to get access to MCW.
The PUP is provided at Km. 51+512 over a cross road in Balukuma village.
There is built up area on both side of road for which the access will be cut
off because of PUP provided. The villagers are obstructing the works
demanding service road on both side of PUP to get access to MCW.
Page 68
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 : October - 2015
S.
No
Start Ch.
End Ch.
Total
Length
7
PUP &
FOB
Location
94+257
Location
(Village)
94+245
94+445
200
Katrabeda
₹ 59,93,199
8
109+840
109+330
109+630
300
Badaposi
₹ 98,09,931
9
125+284
125+010
125+780
770
Keonjhar
₹ 2,30,42,678
10
126+981
126+960
127+120
0+160
Keonjhar
₹ 32,92,718
11
156+099
155+900
156+300
400
₹ 1,20,05,198
Total :
M/s. SAI MAATARINI TOLLWAYS LIMITED
Amount
Remarks
The PUP is provided at Km. 94+254 over a cross road (T-junction). The
villagers are obstructing the works demanding service road on both side of
PUP to get access to MCW.
The PUP is provided at Km. 109+840 over a cross road (T-junction). The
villagers are obstructing the works demanding service road on both side of
PUP to get access to MCW and also passage from one side to other side of
village
NH-6 is crossing the alignment at Km 125+281. There is no provision in the
concession agreement towards service road at this location. It is essential to
provide service road at this location
There is a cross road at Km 127+100 in the Keonjhar bypass and public is
demanding a PUP here. There is another PUP at Km 126+981. Service road is
proposed from Km 126+960 to 127+120 on both sides to take care of the
traffic from the cross road at Km 127+120
There is a cross road at Km 156+100 (T junction ) for which the access is cut
off on account of providing of PUP for entering into NH 215. It is very much
essential to provide service road on all four sides of PUP
₹ 11,55,77,880
Page 69
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 : October - 2015
10. Claims:
Extension of Time (EOT) for achieving Mile stones & Scheduled 4-Laning Date:
The claim has been notified under dispute resolution pursuant to Cl. 44.2 of C.A.
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 18-04-2014
addressed to P.D. requesting him to restrain from imposing damages for Non-occurrence of
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.
f) 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.
g) 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.
h) 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.
i) Concessionaire vide its Lr. No. REF: SMTL/P-R/NH-215/TSN-CGM/NHAI/2013-14/325, dated 09-052014 addressed to PD for EOT for 10 months
j) Concessionaire vode its Lr. No. SMTL/P-R/NH-215/TSN-CGM/NHAI/2013-14/326, dated 11-05-2014
addressed to PD for EOT for 10 months.
k) 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.
l) 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.
m) 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.
n) 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 31-05-2014 has
replied with its legitimate demand of EOT for 365 days as on 31-05-2014.
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 : October - 2015
o) 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.
p) 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.
q) Concessionaire vide Lr. No.446 dated 30-12-2014 addressed COO, IE has furnished the total
information in respect of EOT.
r) Concessionaire vide Lr. No. 505 dated 03-01-2015 addressed to PD with a copy to I.E. maintained that
they have right to claims under C.A. for extension of Construction period.
s) 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.
t) 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.
u) 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.
v) Project Director vide Lr. No. 7053 dated 03-03-2015 has intimated I.E., that he was unable to attend
the first meeting of conciliation on 05-03-2015 at I.E. Office, Ahmadabad.
w) Concessionaire, vide Lr. No. 505, dated 14-03-2015 has been furnished all the particulars to the I.E.
for proceeding further action. It is heard that COO, I.E. is perusing all the documents furnished by
Concessionaire, requiring EOT for the Project Milestones & Scheduled Four-Laning Date.
x) Project Director Vide Lr. No. 7279 dated 23-04-2015 addressed COO, I.E., Ahmadabad submitted
written statement on issues related to scope of conciliation.
y) Concessionaire, vide Lr. No. 546, dated 28-04-2015 requested COO, I.E., Ahmadabad for speedy
settlement of dispute.
z) Conciliation Meeting has been proposed on 21-05-2015 at Regional Office, NHAI, Bhubaneswar
Independent Engineer vide Lr. No. SAI/1639/2015, dated 19-05-2015 has been communicated.
aa) The Independent Engineer vide Lr. No. SAI/1725/2015, dated 27-05-20105 has communicated the
Minutes of Conciliation Meeting.
bb) Concessionaire has submitted to COO, I.E., vide Lr. No. 570 dated 29-5-2015 a rejoinder to PD’s Lr. No.
7279 dated 23-04-2015.
cc) Amicable settlement of “EOT” is expected in the month of Jul’2015.
dd) Concessionaire has requested COO, I.E. to communicate the decision on the conciliation dispute vide
Lr. No. SMTL/P-R/NH-215/TSN-CGM/I.E./2015-16/596, dated 01-07-2015.
ee) COO, I.E. has informed (vide Lr. No. SAI/2164/2015, dated 01-07-2015) that considering the
voluminous correspondence presented in the written submission by the Concessionaire & Authority,
additional time is required to review and opine on the subject matter after 4 weeks time (i.e., upto 3107-2015).
ff) COO, I.E. has communicated his recommendations vide Lr. No. SAI-2651-2015, dated 30-07-2015
received on 18-08-2015 for seeking EOT with due substantiation.
gg) Concessionaire vide Lr. No. 600, dated 09-09-2015, submitted the 18months EOT proposal for revised
Project Milestones-II, Milestone-III & Scheduled Four-Lanning Date to Project Director, PIU, Keonjhar.
hh) Accordingly, Project Directed vide Lr. No. 7925 dated 11-09-2015, instructed to I.E. to recommend the
EOT proposal submitted by Concessionaire for revised project milestones & Scheduled Four-Lanning
Date.
ii) Independent Engineer vide Lr. No.3076, dated 15-09-2015 addressed Project Director with a
recommendation of 12months EOT for Project Milestone-II, Milestone-III & Scheduled Four-Lanning
Date.
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 : October - 2015
jj) Project Director vide Lr. No. 7932, dated 15-09-2015 addressed Regional Officer, NHAI, Bhubaneswar
with a 12 month EOT for Project Milestone-II, Milestone-III & Scheduled Four-Lanning Date.
kk) Accordingly DGM(T), RO, NHAI, Bhubaneswar addressed to General Manager (T),OR,NHAI, New Delhi
with same recommendation of 12 month EOT for Project Milestone-II, Milestone-III & Scheduled FourLanning Date vide Lr. No. 4627 dated 15-09-2015.
12. Non Conforming Product Notifications (NCPNs).
Sl.
No.
NCPN
No
I.E.'s Lr. No.
2
SAI/IC/03/17
8/2013
Dt.08-022014
2
3
SAI/IC/03/17
9/2014
Dt.10-022014
3
5
SAI/IC/03/19
6/2014
Dt.17-022014
4
11
SAI/IC/03/22
3/2014
Dt.08-032014
5
14
SAI/IC/03/28
3/2014
dt.01-052014.
6
16
SAI/IC/03/37
4/2014
7
18
SAI/IC/03/37
7/2014
1
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
SMTL/Pissues (Overlapped pressure bulbs of Abutment & adjacent pier is
R/NHSheladia/PMC/
not considered in the design) has not resolved/settled for Fly
215/TSNNH-215/2014Over at Km 125+284.5, the Concessionaire has constructed the
CGM/I.E./20
15/243
Raft (A2&P3) without submission of compliance report, as IE
13-14/371
dt. 19-09-2014
designer commented on submitted design and drawings of
dt.19-09aforementioned structure.
2014
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
SMTL/P-R/NHlap is very less (500mm to 1500mm instead of two layers as
Sheladia/PMC/NH- 215/TSNshown in the drawings). 3. Vertical bars in Abutment wall are
215/2013-14/122 CGM/I.E./2013fixed in one layer instead of two layer as shown in the drawings.
Dt. 19-03-2014
14/197
4. RFIs are not submitted but the Concessionaire for casting
Dt.19-03-2014
footing and 1st lift of 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.
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 : October - 2015
Sl.
No.
NCPN
No
I.E.'s Lr. No.
Description
PMC Lr. No. &
Date
SMTL Lr.
No. & Date
Compliance
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.
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 nonconcurrence 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.
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.
DBM work is in progress at the following location: 95+520 to
96+560 (LHS), 98+130 to 98+880 (LHS), 89+170 to 98+260 (RHS).
WMM work is in progress at the following location: 98+200 to
99+600 (RHS), 102+850 to 102+920 (RHS), Embankment work is
in progress at the following location: 94+480 to 94+880 (LHS),
95+020 to 95+290 (LHS),
FRL are checked & found not matching with concurred drawings.
Km. 115+000 to Km. 116+000 & Km. 159+000 to 160+000: During
RO visit on 27th May 2015, It was observed that DBM work
carried out between Ch. 115+000 to 116+000 and Ch. 159+000 to
160+000 was of very poor quality. Mix design used was not
proper. Riding surface has lot of undulations.
Km. 131+600 to Km. 131+900 LHS (Service Road) : Wide alligator
cracks and rutting observed from Ch.131+600 to 131+900 on LHS
of service road. Photographs of the same attached.
Km. 141+65 LHS : Settlement observed at the interface of culvert
at Ch.141+650. Photographs of the same attached.
Km.0+720 (Box Culvert) and at Km.15+680 (HP Culvert.). The
DBM work has been constructed without execution of CD works,
which are need to be provided as per CA.
Km. 45+450 : Concessionaire has started execution of PUP in lieu
of VUP as per CA at Km.45+450 without obtaining principle
approval from NHAI/IE.
8
20
SAI/IC/03/43
1/2014
9
25
SAI/IC/03/45
6/2015
10
26
SAI/IC/03/49
2/2015
11
29
SAI/IC/03/49
5/2015
12
30
SAI/IC/03/54
3/2015
13
31
SAI/IC/03/55
2/2015
14
33
SAI/IC/03/56
0/2015
15
34
SAI/IC/03/56
1/2015
16
35
SAI/IC/03/56
9/2015
17
36
SAI/IC/03/59
1/2015
18
37
SAI/IC/03/61
2/2015
dt.18-092015
19
38
SAI/IC/03/62
2/2015
dt.14-102015
Km. 40+140 to Km.42+230(LHS) WMM Top Level: WMM Top
Level and Camber details are not matching with concurred FRL's
and Design super elevation at above mention location.
20
39
SAI/IC/03/62
3/2015
dt.14-102015
Km. 64+580(AUP): Steel has been exposed in between Bracket
and Slab since long time, no rectification measures have been
taken up, despite repeated instructions.
Km. 15+300 to Km.15+470: Horizontal and vertical uneveness
and honey combs have been noticed on newly laid median drain
walls at Km.15+300 to Km.15+470 by PD & Manager(Tech).
M/s. SAI MAATARINI TOLLWAYS LIMITED
SMTL/PR/NH215/PVRGM/I.E./201
5-16/661
Dt.28-102015
SMTL/PR/NH215/PVRGM/I.E./201
5-16/660
Dt.28-102015
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 : October - 2015
13. Correspondence
INCOMING CORRESPONDENCE
OUTGOING CORRESPONDENCE
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
c
d
e
f
g
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
crushers
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
Clearance
of
Pollution Control
Board for setting
of Batching Plant
Clearance
of
Village
Panchayats and
WMM Plant
Manjuri
(Km.
19+000)
Hasanpur
Km.
33+000
Batching
Plant
Hot Mix
Plant
HSD
Pump
Stone Quarry
Crusher
Ostapura
(Km. 42+000)
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)
NA
NA
NA
Approved
(Part
payment
deposited for
renewal)
NA
NA
NA
Approved
(Valid up to
31-12-015)
Approved (Valid
up to 31-12-015)
To be applied
for Permission
Approved
(Valid up to
31-12-015)
NA
NA
NA
Approved
(Renewed up
to 31-12-014)
Approved
(Renewed up to
31-12-014)
Approved
Approved
(Renewed up
to 31-03-2015)
Approved for total stretch (Km. 00+000 to 163+000)
NA
In Process
NA
NA
Under Process (Plan
Approved but not
applied for licence)
NA
Not Applied
In Process
Approved
NA
NA
Approved
(Renewed up to 3103-2015)
NA
Approved
(Renewed up
to 31-03-2015)
In Process
NA
Approved
NA
Approved
NA
M/s. SAI MAATARINI TOLLWAYS LIMITED
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 : October - 2015
Manjuri
Km. 18+500
Sl
No.
h
i
j
Description of
Permission /
License
WMM Plant
Manjuri
(Km.
19+000)
Hasanpur
Km.
33+000
Batching
Plant
Hot Mix
Plant
HSD
Pump
Bandha / Arjun
Bania (Km.
58+000)
Stone Quarry
Crusher
Batching Plant
HM Plant
WMM Plant
HSD Pump
Ostapura
(Km. 42+000)
Stone Quarry
Crusher
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
Langalakanthi
(92+000)
Khajirijiani
(Km. 94+000)
Stone Quarry
Crusher
Stone Quarry
Crusher
WMM Plant
HM Plant
Batching Plant
HSD Pump
In Process
In Process
Labour License - Done
SEC-II (Km.113 – Km.163)
GPL
Sl.
No.
DESCRIPTION
A
Permission of the State
Government for extraction of
boulders from quarry
Permission of Village Panchayat
B
C
D
E
F
G
H
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
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.
@ 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-
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:
Oct'15
Sl.
State
PIU/CMU
NH No.
Stretch / NH
Length
M/s. SAI MAATARINI TOLLWAYS LIMITED
Detail of Accident
No. of
Remarks
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 : October - 2015
No.
1
From
(Km)
Odisha
Keonjhar
To (Km)
215
Panikoili
TOTAL
Remuli
Fatal
Grievous
Minor
Total
Animals
Killed (If
Any)
163
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
3
Sundhimursuan
4
Balabhadrapur
5
Katalposi
6
Balibandh
7
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
Dismantle
Notices
to 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
12
1
0
0
0
1
0
5
0
0
11
3
5
0
0
11
3
0
0
0
0
0
5
0
11
3
0
0
4
4
0
4
0
0
0
0
0
0
2
26
22
0
3
8
20
32
3
0
2
0
18
20
2
0
4
185
2
22
22
0
2
5
19
32
2
0
1
0
10
18
1
0
4
162
0
4
0
0
1
3
1
0
1
0
1
0
8
2
1
0
0
23
2
20
20
0
2
5
19
28
2
0
0
0
10
18
0
0
2
149
0
2
2
0
0
0
0
4
0
0
1
0
0
0
1
0
2
13
0
16
21
0
16
21
0
16
19
9
18
17
2
9
18
17
2
1
9
5
6
27
1
34
1
9
5
6
27
1
34
185
185
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
27
0
7
16
27
5
0
20
0
7
16
27
2
3
0
0
0
0
0
3
0
3
0
7
14
26
0
0
17
0
0
2
1
2
2
2
11
7
3
85
72
6
50
22
3
12
4
2
2
1
1
10
3
2
2
1
19
289
5
239
14
43
5
204
Govt. Structure
Total
Dismantle
Balance
1
1
0
0
0
2
8
1
7
9
18
17
2
0
0
0
0
1
1
7
0
4
1
1
3
1
9
5
6
20
1
34
2
1
3
176
0
0
0
0
7
0
0
0
9
7
15
2
2
11
7
3
0
0
0
0
0
0
0
2
2
11
7
3
0
0
0
0
0
0
0
14
2
25
25
0
25
0
22
0
0
0
0
0
9
13
9
13
0
0
9
13
0
0
0
9
7
2
0
35
22
232
22
232
0
0
22
223
0
9
9
68
7
14
2
17
M/s. SAI MAATARINI TOLLWAYS LIMITED
4
12
1
37
5
1
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 : October - 2015
STAFF OF SPV & Its TEAM
17. Appendix - Concessionaire Staff
S. No.
1
2
3
4
5
Name
Mr. T. Suryanarayana
Mr. P. Venkataramana
Mr. U. Anil Kumar
Mr. Tushar Pradhan
Mr. Gopal Mandal
Designation
Chief General Manager (Tech.)
General Manager
Sr. Planning Engineer / Quantity Surveyor
Quantity Surveyor
Office Asst.
Project Management Consultants Team Staff
Sl. 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
Prasadula Rajasekhar
Bridge Engineer - I
7
Rajesh Kumar Singhal
Bridge Engineer - II
8
Field Engineer (Bridges) - I
9
Laxman Rao V
D. V. Suryanarayana
10
Mahaboob Subhani
Field Engineer (Bridges) - II
11
Satya Ranjan Mohapatra
Quality Control Engineer - I
12
Bikash Kumar Behera
Quality Control Engineer - II
13
Mayadhara Behera
Lab Technician - I
14
Saroj Kumar Padhi
Lab Technician - I
15
Kumar Indu Sekhar
Lab Technician - II
16
Chitaranjan Pattanaik
Surveyor - I
17
Shashikanta Sahoo
QS – I
18
P. Venkateswar Rao
QS – II
19
R. K. Nayak
Office Manager
M/s. SAI MAATARINI TOLLWAYS LIMITED
Field Engineer (Highways) - II
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 : October - 2015
18. Appendix – 1 Concessionaire’s EPC Contractor’s Staff
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
G V S N Murthy
4
D Venkateswara Rao
STRUCTURES
1
Mohd. Akhtar
2
Sai Prasad
3
S Pradhan
4
Venkatesh
QA & AC
1
B Suresh
2
Tirupati Reddy
3
B Umashankar
SURVEY
1
Rakesh Kumar Sahoo
2
Tapas Kumar Behra
3
M Malliah
4
Chhabi Mahalik
5
Sesha Sai
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
Project Engineer
Paving In-charge
DGM Structures
P.E
Site Engineer
Site Engineer
DPM Lab
Material Engineer
Material Engineer
Surveyor
Surveyor
Sr Surveyor
Sr Surveyor
Surveyor
Manager
Asst. Manager
DGM (P&M)
Manager, Plants
Crusher In-charge
Page
78
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 : October - 2015
SEC – II KEY PERSONAL STAFF LIST
Sl. No
1
Name of Employee
Designation
KV.Saikrishna Rao
General Manager
Venkata Swamy
2
PLANNING & Q.S
Remarks
Project 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 Sinha
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
79
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 : October - 2015
19. 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
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)
2 tests/8000 m3 (As per IRC 36-1970 &
Gradation/Sieve Analysis
IS:2720 (Part 4)
IRC SP 11-1988)
2 tests/8000 m3 (As per IRC 36-1970 &
Liquid Limit & PI
IS:2720 (Part 5)
IRC SP 11-1988)
3
iii
Max. Dry Density & OMC
IS:2720 (Part 8)
2 tests/8000 m (As per IRC 36-1970 &
IRC SP 11-1988)
iv
Moisture Content
IS :2720 (Part 2)
1 test/250 m2
IS:2720 (Part 16)
1 test/3000 m3
v
CBR
vi
vii
Free Swell Index
Sulphate Content
viii
IS:2720 (Part 40)
BS:1377(tests 9/10)
1 test/3000 m3
As and when required
Field Density Compaction for
Embankment
IS:2720 (Part 28)
1 Set Test Per 1000 m2
ix
Field Density Compaction for Subgrade
IS:2720 (Part 28)
1 Set Test Per 500 -1000 m2 (As per IRC
36-1970)
C
i
ii
iii
GSB (Ref. MORTH Section 401 & 900)
Gradation/Sieve Analysis
Liquid Limit & PI
Moisture Content
IS: 2386-Part 1
IS:2720 (Part 5)
IS :2720 (Part 2)
1 test/200 m3
1 test/200 m3
1 test/250 m2
iv
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
v
CBR
IS:2720 (Part 16)
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/ source and as when required
Initially one, as and when required by
the Engineer
vii
Water Absorption
viii
10% Fines Value
D
I
WMM (Ref. MORTH Section 406 & 900)
Aggregate Impact Value
ii
Gradation/Sieve Analysis
Acceptance Criteria
-2% to +1% of OMC
Cumulative
m2
m2
m2
1240792
0
1240792
D:<75 mm(E)/<50 mm (SG-ESBF)
LL<70&PI<45 (OG-E-SG-ES)
LL<40&PI<20 (BF)
> 15.2 KN/cum (E:height <3m),
> 16.0 KN/cum (E:height >3m),
> 17.5 KN/cum (SG-ES-BF)
-2% to +1% of OMC
CBR value mentioned in
pavement Design report.
< 50%
Soluble < 1.9g/lit, total<0.5%
>Specified Density+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
>Specified Density+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
m3
m3
m3
As per table 400-1 & 400-2
LL<25% PI < 6.
-2% to +1% of OMC
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
>30
1 test/ source and as when required
BS:812(Part111)
Initially one, as and when required by
the Engineer
>50 KN
1 test/500 m3
<30%
1 test/200 m3 of aggregate
As per table 400-11
2853000
36000
Number of Tests Conducted
In This Month
Previous Month
< 50%
>95% of MDD
IS:2386 (Part 3)
M/s. SAI MAATARINI TOLLWAYS LIMITED
Present
Month
LL<70&PI<45
< 2%, if >2% soundness test to
be carried out.
IS:2386 (Part 4)
IS:2720 (Part 4) &
IS: 2786-Part 1
Upto
Previous
Month
2889000
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
541
536
541
3888
29
585
3657
0
0
0
24
30
8
24
541
536
541
3912
59
593
3681
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
541
536
541
3888
29
585
3657
0
0
0
24
30
8
24
541
536
541
3912
59
593
3681
1543
0
1543
12
0
12
1555
0
1555
1543
0
1543
12
0
12
1555
0
1555
1543
0
1543
12
0
12
1555
0
1555
32615
240
32855
437
0
437
33052
240
33292
354
10
364
6
0
6
360
10
370
1543
4
0
0
1543
4
12
0
0
0
12
0
1555
4
0
0
1555
4
5926111
45301
5971412
20334
361
20695
420
3
423
20754
364
21118
1677223
3762
1680985
9986
136
10122
14
0
14
10000
136
10136
m3
89,741.9
m3
240.0
m3
89,981.9
482
477
2101
1
0
12
483
477
2113
1
1
7
0
0
0
1
1
7
483
478
2108
1
0
12
484
478
2120
448,715
1,200
449,915
1994
24
2018
7
0
7
2001
24
2025
3
0
3
0
0
0
3
0
3
2
0
2
0
0
0
2
0
2
1
0
1
0
0
0
1
0
1
2
0
2
0
0
0
2
0
2
m3
m3
m3
393
0
393
4
0
4
397
0
397
83426.5
958.6
84385.1
632
0
632
6
0
6
638
0
638
Page
80
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 : October - 2015
[
Executed Quantity
Sl.
No
Name of Test
iv
Combined Flakiness Index & Elongation
Index
Atterberg Limits (Passing 0.425 mm)
v
iii
Testing Method
Frequency of Test
3
IS:2386 (Part 1)
1 test/500 m
IS:2720 (Part 5)
1 test/200 m3
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
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
BITUMINOUS COURSES
PRIME COAT (Ref. MORTH Section 502 & 900)
i
Saybolt Viscocity test
ii
Rate of spread of Binder
2
TACK COAT (Ref. MORTH Section 503 & 900)
i
Saybolt Viscocity test
ii
Rate of spread of Binder
3
i
DBM / BC (Ref. MORTH Section 507, 509 & 900)
Quality of binder
ii
Aggregate Impact Value / Los Angles
Abrasion Value
IS:2386 Part 4 &
IS: 2386-Part 3
iii
Flakiness Index & Elongation Index
IS:2386 Part 1
iv
Specific Gravity & Water absorption of
aggregate
IS:2386 Part 3
v
Soundness (Magnesium and sodium
sulphate)
IS:2386 Part 5
vi
Sand equivalent test for fine aggregate
IS:2720 Part 37
vii
Stone Polish Test
viii
Mix grading
IS: 8887
IS: 8887
IS: 73
(BS 812 Part – 114)
IS:2720 (Part 4)
Acceptance Criteria
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
<30%
393
0
393
4
0
4
397
0
397
PI<6
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
605
0
605
6
0
6
611
0
611
3203
9
3212
31
0
31
3234
9
3243
2
0
2
0
0
0
2
0
2
667414
7669
675083
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
<40%
1
0
1
0
0
0
1
0
1
< 2%, if >2% soundness test to
be carried out.
1
0
1
0
0
0
1
0
1
1 test/lot
Bitumen Emulsion complying
with IS 8887 of a type and
grade as specified in contract or
as directed by Engineer
One test per 500sq.m and not less than
two tests per day
As per MoRTH Table No.500-1
1 test/lot
One test per 500sq.m and not less than
two tests per day
1 test/lot
One test per 350 cum. of aggregate
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 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.
M/s. SAI MAATARINI TOLLWAYS LIMITED
m2
m2
m2
12
0
12
1
0
1
13
0
13
305311
0
305311
661
0
661
0
0
0
661
0
661
Bitumen Emulsion complying
with IS 8887 of a type and
grade as specified in contract or
as directed by Engineer
m2
m2
m2
6
0
6
0
0
0
6
0
6
As per MoRTH Table No.500-2.
333802
6148
339950
713
0
713
14
0
14
727
0
727
Bitumen complying with IS 73
Aggregate Impact Value <27%
Los Angeles Abrasion Value
<35%
< 30 %
m3
m3
m3
204
0
204
6
0
6
210
0
210
342
0
342
8
0
8
350
0
350
342
0
342
8
0
8
350
0
350
3
0
3
1
0
1
4
0
4
4
0
4
0
0
0
4
0
4
>50
4
0
4
0
0
0
4
0
4
>55 for BC
1
0
1
0
0
0
1
0
1
373
0
373
78
0
78
451
0
451
<2%
Sodium Sulphate <12%
Magnesium Sulphate <18%
As per table 500-10
27134.8
584.1
27718.9
Page 81
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 : October - 2015
[
Executed Quantity
Sl.
No
Name of Test
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.
Testing Method
Asphalt Institute
Manual MS-2
AASHTO T 283
Asphalt Institute
Manual MS-2
Frequency of Test
Total
Passed
Failed
Total
288
0
288
27
0
27
315
0
315
4
0
4
1
0
1
5
0
5
At regular close interval
Bitumen mixing temp 160170°C
Aggregate mixing temp 160175°C
Mixed Material 160-170°C max.
Laying: 150oC min. temp. on
Rolling 100°C min.
2114
0
2114
49
0
49
2163
0
2163
One test for each 400 tones of mix
subject to a minimum of two tests per
day per plant.
> 4% & as shown in Table 50010 of MoRTH
238
0
238
6
0
6
244
0
244
0
0
0
0
0
0
0
0
0
749
0
749
8
0
8
757
0
757
4
0
4
1
0
1
5
0
5
541
0
541
27
0
27
568
0
568
24
0
24
0
0
0
24
0
24
561
0
561
27
0
27
588
0
588
194
0
194
4
0
4
198
0
198
174
0
174
4
0
4
178
0
178
24
0
24
0
0
24
0
24
4
0
4
0
0
0
4
0
4
4
0
4
0
0
0
4
0
4
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)
1 test / 700 sq.m area
Specific Gravity
iii
Gradation/Sieve Analysis
iv
Aggregate Impact Value/Los Angles
Abrasion Value
IS:383,IS:2386 P-III
IS:383, IS:2386 Part III
IS:383,IS:2386 –
Part 1
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
vii
viii
Soundness (Magnesium and sodium
sulphate)
Alkali-Aggregate reactivity
Total to Date
Failed
Density of compacted layer
ii
Cumulative
Passed
xiv
IS:6241
Number of Tests Conducted
In This Month
Previous Month
Total
Rate of spread of mixed material
Coating and stripping of bitumen
aggregate mixtures
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MORTH 1007)
Moisture Content
Present
Month
Failed
xiii
F
1
i
Upto
Previous
Month
Passed
Regular control through checks on the
weight of mixed material and layer
thickness
xv
Acceptance Criteria
Initially one, as and when required by
the Engineer
As per table 500-11
>80%
Hot mix plant of adequate
capacity and capable of yielding
a mix of proper and uniform
quality with thoroughly coated
aggregates.
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
m3
one test per day
As per table 1000-1
One per source & there after once in a
week.
AIV <45% for concrete other
than for wearing surfaces;
<30% for wearing surfaces. Los
Angles Abrasion value <50% for
Concrete other than for
wearing surfaces; <30% Max.
for wearing surfaces.
IS:383,IS:2386 -V
One per source
IS:383,IS:2386 P-VII
One per source
M/s. SAI MAATARINI TOLLWAYS LIMITED
6148
339818
Min 95% coating retained.
Daily/at every day of concreting
One per source & there after every
month.
One per source & there after once in a
week .
One per source & there after every
month.
333670
< 35%
Sodium sulphate <12%
Magnesium sulphate <18%
Fig. 6 of IS:2386 Part VII
41752.7
m3
1342.4
m3
43095.1
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 : October - 2015
[
Executed Quantity
Sl.
No
Name of Test
Testing Method
ix
Petrographic Analysis
x
Chloride & Sulphate
IS:383, ASTM 295,
IS:2386 Part VIII
IS:383,IS:SP-23
xi
Deleterious Material
IS:383, IS:2386 P-II
2
FINE AGGREGATE (MORTH 1008)
i
Silt Content
ii
Moisture Content
iii
Clay Lumps
iv
Specific Gravity
v
Gradation/Sieve Analysis, Fineness
Modulus
IS:383,IS2386 Part
II
(IS:383,IS:2386)
(IS:383, IS:2386
Part II)
(IS:383,IS:2386PIII)
(IS:383,IS:2386 –
Part III)
vi
Water absorption of Aggregate
IS:383,IS:2386 P-III
vii
Chloride & Sulphate
viii
Deleterious Material
(IS:383,IS:SP -23)
(IS383,IS:2386 Part
II)
ix
3
i
ii
iii
iv
v
vi
vii
viii
ix
x
xi
xii
xiii
xiv
4
i
ii
Frequency of Test
Total to Date
Passed
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
4
0
4
0
0
0
4
0
4
4
0
4
0
0
0
4
0
4
4
0
4
0
0
0
4
0
4
549
0
549
27
0
27
576
0
576
541
0
541
27
0
27
568
0
568
0
0
0
0
0
0
0
0
0
24
0
24
0
0
0
24
0
24
549
0
549
27
0
27
576
0
576
24
0
24
0
0
0
24
0
24
1
0
1
0
0
0
1
0
1
1
0
1
0
0
0
1
0
1
1
0
1
0
0
0
1
0
1
14
14
14
14
42
42
42
16
16
16
16
16
16
16
16
16
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
14
14
14
42
42
42
16
16
16
16
16
16
16
16
16
1
1
1
1
3
3
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
3
0
1
1
1
1
1
1
1
1
1
15
15
15
15
45
45
42
17
17
17
17
17
17
17
17
17
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
15
15
15
45
45
42
17
17
17
17
17
17
17
17
17
28
28
0
0
28
28
1
1
0
0
1
1
29
29
0
0
29
29
<10mm, <0.8%
21
0
21
1
0
1
22
0
22
>225sqm/kg
>27mpa
>37mpa
>53mpa
28
84
84
81
30
30
30
30
0
0
0
0
0
0
0
0
28
84
84
81
30
30
30
30
1
3
3
3
1
1
1
1
0
0
0
0
0
0
0
0
1
3
3
3
1
1
1
1
29
87
87
84
31
31
31
31
0
0
0
0
0
0
0
0
29
87
87
84
31
31
31
31
One per source
Daily
<3%
m3
m3
m3
Daily/at every day of concreting
At every day of concreting
<1%
One per source & there after every
month.
Daily
One per source & there after every
month.
One per source
One per source
IS 516
Compressive strength
IS 516
(IS:8112)
Cumulative
Sulphate < 0.5%
Table 1 of IS:383-1970 (Max.
5% for total constituents)
v
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
Number of Tests Conducted
In This Month
Previous Month
As per IS: 2386 Part VIII
iv
vi
vii
viii
ix
Present
Month
One per source
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
MTC for each supply and
Lime Saturation factor
(IS:4032)
one per source 3rd party testing
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 (%)
One test per week and
Fineness by dry sieve method 90micron
once per source 3rd party testing
iii
Upto
Previous
Month
One per source
Soundness (Magnesium and Sodium
IS:383,IS:2386 P-V
One per source
Sulphate)
43 GRADE ORDINARY PORTLAND CEMENT (Ref. IS: 8112 & MoRTH 1006)
Initial Setting Time
Final Setting Time
(IS:4031)
Soundness by Le-Chatlier’s method (%)
One test per week no. and
Fineness by dry sieve method 90micron
once per source 3rd party testing
Compressive strength
Acceptance Criteria
MTC for each supply and
one per source 3rd party testing
M/s. SAI MAATARINI TOLLWAYS LIMITED
As per table 1000-2, Fineness
Modulus: 2.0 < FM < 3.5
41752.7
1342.4
43095.1
Sulphate < 0.5%
Table1 of IS:383 Max. 5% for
total constituents
Sodium sulphate <10% MgSO4
<15%
>30min
<600min
<10mm, <0.8%
>225sqm/kg
>23mpa
>33mpa
>43mpa
Bags
Bags
Bags
<5%
<2%
>0.66
>0.66 & <1.02
<6%
<3%
<0.6%
<0.05%
116377
2830
119207
Bags
Bags
Bags
>30min
<600min
<4%
<2%
>0.66
220091
4000
224091
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 : October - 2015
[
Executed Quantity
Sl.
No
x
xi
xii
xiii
xiv
5
i
ii
iii
iv
v
vi
vii
viii
ix
6
Name of Test
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)
i
Chloride Content
ii
Testing Method
Frequency of Test
(IS:3025)
(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:456,IS:3025)
(IS:9103, IS:6925)
Once per source and as when required
Dry Material content
(IS:9103)
Once per source and as when required
iii
Ash content
(IS:9103)
Once per source and as when required
iv
Relative density
(IS:9103)
Once per source and as when required
7
CONCRETE (MORTH 1716.2.5)
i
Sample of cube (A sample means a set
of 3 cubes)
ii
Workability (Slump)
iii
Every concrete spread over entire
period of concreting
(IS:10262,IS:456,
IRC:21)
Cube Strength of Concrete
COMPRESSIVE STRENGTH (MIX DESIGN
CUBES) No. Of Cubes
a
Frequency of Test : 1/Design Mix (or)
1/Change of Source
IS : 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
Every batch of concrete at dispatch as
well as delivery point
Acceptance Criteria
M20 7days
M20 28 days
M25 7days
M25 28 days
M30 7days
M30 28 days
M35 7days
M35 28 days
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Total to Date
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
>0.8 & <1.02
<6%
<3%
<0.6%
<0.05%
30
30
30
30
30
0
0
0
0
0
30
30
30
30
30
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
31
31
31
31
31
0
0
0
0
0
31
31
31
31
31
<5ml
13
0
13
2
0
2
15
0
15
<25%
13
0
13
2
0
2
15
0
15
200mg/lit
3000mg/lit
400mg/lit
500mg/lit
2000mg/lit
>6.0
13
13
13
13
13
13
13
0
0
0
0
0
0
0
13
13
13
13
13
13
13
2
2
2
2
2
2
2
0
0
0
0
0
0
0
2
2
2
2
2
2
2
15
15
15
15
15
15
15
0
0
0
0
0
0
0
15
15
15
15
15
15
15
3
0
3
0
0
0
3
0
3
3
0
3
0
0
0
3
0
3
3
0
3
0
0
0
3
0
3
3
0
3
0
0
0
3
0
3
7484
0
7484
473
0
473
7957
0
7957
15806
0
15806
592
0
592
16398
0
16398
42
72
33
66
21
42
48
99
24
48
0
0
0
0
0
0
0
0
0
0
42
72
33
66
21
42
48
99
24
48
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
42
72
33
66
21
42
48
99
24
48
0
0
0
0
0
0
0
0
0
0
42
72
33
66
21
42
48
99
24
48
Within 10% of the value or
within 0.2% whichever is
greater as stated by the
manufacturer.
To be within 3% and 5% of
liquid and solid admixtures
respectively of the value state
by the manufacturer
To be within 1% of the value
stated by the manufacturer
To be within 2% of the value
stated by the manufacturer.
MT
143.9
MT
6.25
MT
150.15
Qty. of concrete (cum) - No. of
samples;(1-5)-1,(6-15)-2,(1630)-3,(31-50)-4, (51&above)4+0ne additional for each
50cum
As specified for specific Grade,
structural component and
method of concreting
m
M15 28 days
Present
Month
Passed
As per requirement
M15 7days
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto
Previous
Month
(i) Mean strength from any
group of four consecutive
samples should be greater than
Characteristic
strength + 3 MPa
(ii) Individual sample not less
than Characteristic str – 3 Mpa
3
m
3
m
3
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 : October - 2015
[
Executed Quantity
Sl.
No
Name of Test
COMPRESSIVE STRENGTH (SITE CUBES)
No. Of Cubes
b
Frequency of Test : MORTH Sec.1700
Table:1700-8
Testing Method
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
Acceptance Criteria
Upto
Previous
Month
Present
Month
Cumulative
Failed
Total
Passed
Failed
Total
Passed
Failed
Total
21
36
15
30
0
0
0
0
0
0
1170
2112
615
666
174
474
3819
10455
150
471
96
96
498
1059
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
36
15
30
0
0
0
0
0
0
1170
2112
615
666
174
474
3819
10455
150
471
96
96
498
1059
0
0
0
0
3
6
30
30
30
30
87
96
186
243
0
0
213
354
21
9
12
24
3
42
0
0
0
0
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
6
30
30
30
30
87
96
186
243
0
0
213
354
21
9
12
24
3
42
21
36
15
30
3
6
30
30
30
30
1257
2208
801
909
174
474
4032
10809
171
480
108
120
501
1101
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
36
15
30
3
6
30
30
30
30
1257
2208
801
909
174
474
4032
10809
171
480
108
120
501
1101
As per requirement
As per requirement
3
3
0
0
3
3
0
0
0
0
0
0
3
3
0
0
3
3
2% of the pipes
3
0
3
0
0
0
3
0
3
As per requirement
3
0
3
0
0
0
3
0
3
M20Kerb 7days
M20Kerb 28 days
DLC 7days
DLC 28days
PQC 7days (Cube)
PQC 28days (Cube)
PQC 7days (Beam)
PQC 28days (Beam)
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
iii
Hydrostatic test pressure
iv
Three edge Bearing test
9
i
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
IS :516
IS : 458 -2003
IS : 458 -2003,
IS:3597
IS : 458 -2003,
IS:3597
Total to Date
Passed
M40 28 days
NP4 HUME PIPES
Cube Strength of Concrete
Dimensions, Workmanship & Finish
Number of Tests Conducted
In This Month
Previous Month
M40 7days
8
i
ii
iii
iv
v
vi
vii
viii
ix
x
Frequency of Test
Each Delivery
FOR BELOW 100 TONS UNDER 10-MM
- 1/25TON; 10-MM TO 16 MM 1/35TON; OVER 16-MM - 1/45TON
3556.9
120.3
3677.2
1293.3
413.5
1706.8
1490.3
0.0
1490.3
31066.4
625.8
31692.2
1964.0
170.8
2134.8
131.5
12.0
143.5
2250.3
0.0
2250.3
MT
MT
MT
156
0
156
2
0
2
158
0
158
3352.99
46.88
3399.87
282
0
282
0
0
0
282
0
282
94
94
94
94
94
94
282
282
0
0
0
0
0
0
0
0
94
94
94
94
94
94
282
282
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
94
94
94
94
94
282
282
0
0
0
0
0
0
0
0
94
94
94
94
94
94
282
282
Each Conisenement
QC Test Summary – Section-I (Km 40.000 to Km 80.000)
Executed Quantity
Sl.
No .
A
Name of Test
Testing Method
Frequency of Test
Acceptance Criteria
Upto
Previous
Month
Present
Month
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Passed
Failed
Total
Passed
Failed
Total
Total to Date
Passed
Failed
Total
OGL (Ref. MORTH Section 305 & 900) (1 sample to be collected for every 250 m on either side)
M/s. SAI MAATARINI TOLLWAYS LIMITED
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 : October - 2015
[
Executed Quantity
Sl.
No .
i
ii
iii
iv
v
vi
vii
B
Name of Test
Testing Method
Frequency of Test
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)
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
i
Gradation/Sieve Analysis
IS:2720 (Part 4)
2 test/8000 m3
ii
Liquid Limit & PI
IS:2720 (Part 5)
2 test/8000 m3
iii
Max. Dry Density & OMC
IS:2720 (Part 8)
2 test/8000 m3
Acceptance Criteria
< 50%
>95% of MDD
Moisture Content
IS :2720 (Part 2)
1 test/250 m
v
CBR
IS:2720 (Part 16)
1 test/3000 m3
vi
Free Swell Index
1 test/3000 m3
vii
Sulphate Content
IS:2720 (Part 40)
BS:1377(tests
9/10)
As & when Required
Soluble < 1.9g/lit, total<0.5%
Field Density Compaction for
Embankment
IS:2720 (Part 28)
1 Set Test Per 1000 m2
ix
Field Density Compaction for Subgrade
IS:2720 (Part 28)
1 Set Test Per 500 m2
C
i
ii
iii
GSB (Ref. MORTH Section 401 & 900)
Gradation/Sieve Analysis
Liquid Limit & PI
Moisture Content
IS: 2386-Part 1
IS:2720 (Part 5)
IS :2720 (Part 2)
1 test/200 m3
1 test/200 m3
1 test/250 m3
iv
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
v
CBR
IS:2720 (Part 16)
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/ source and as when required
Initially one, as and when required by
the Engineer
vii
Water Absorption
viii
10% Fines Value
D
I
WMM (Ref. MORTH Section 406 & 900)
Aggregate Impact Value
ii
Gradation/Sieve Analysis
iii
iv
Combined Flakiness Index &
Elongation Index
Atterberg Limits (Passing 0.425 mm)
>Specified Density+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
>Specified Density+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
As per table 400-1 & 400-2
LL<25% PI < 6.
-2% to +1% of OMC
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
>30
499369.0
799500.0
200.0
0.0
Number of Tests Conducted
In This Month
Previous Month
Cumulative
-2% to +1% of OMC
iv
viii
Present
Month
LL<70&PI<45
D:<75 mm(E)/<50 mm (SG-ESBF)
LL<70&PI<45 (OG-E-SG-ES)
LL<40&PI<20 (BF)
> 15.2 KN/cum (E:height <3m),
> 16.0 KN/cum (E:height >3m),
> 17.5 KN/cum (SG-ES-BF)
-2% to +1% of OMC
CBR value mentioned in
pavement Design report.
< 50%
2
Upto
Previous
Month
499569.0
799500.0
Passed
Failed
Total
Passed
Failed
Total
Total to Date
Passed
Failed
Total
123
123
123
31
0
127
1022
0
0
0
0
0
0
3
123
123
123
31
0
127
1025
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
123
123
123
31
0
127
1023
0
0
0
0
0
0
3
123
123
123
31
0
127
1026
376
0
376
0
0
0
376
0
376
376
0
376
0
0
0
376
0
376
376
0
376
0
0
0
376
0
376
533000.0
0.0
533000.0
783
0
783
0
0
.
783
0
783
375000.0
0.0
375000.0
125
0
125
0
0
0
125
0
125
799500.0
0.0
799500.0
376
0
376
0
0
0
376
0
376
0
0
0
0
0
0
0
0
0
3322292.0
10055.0
3332347.0
9847
6
9853
10
0
10
9857
6
9863
987290.0
18547.0
1005837.0
3663
8
3671
37
0
0
3700
8
3708
60,825.0
1,329.0
62,154.0
342
335
602
0
0
0
342
335
602
7
7
5
0
0
0
7
7
5
349
342
607
0
0
0
349
342
607
324,090.0
6,645.0
330,735.0
949
0
949
14
0
14
963
0
963
6
0
6
0
0
0
6
0
6
7
0
7
0
0
0
7
0
7
7
0
7
0
0
0
7
0
7
7
0
7
0
0
0
7
0
7
IS:2386 (Part 3)
1 test/ source and as when required
< 2%, if >2% soundness test to
be carried out.
BS:812(Part111)
Initially one, as and when required by
the Engineer
>50 KN
IS:2386 (Part 4)
IS:2720 (Part 4) &
IS: 2786-Part 1
1 test/500 m3
<30%
189
0
189
7
0
7
196
0
196
1 test/200 m3 of aggregate
As per table 400-11
577
0
577
18
0
18
595
0
595
IS:2386 (Part 1)
1 test/500 m3
<30%
189
0
189
7
0
7
196
0
196
IS:2720 (Part 5)
1 test/200 m3
PI<6
358
0
358
18
0
18
376
0
376
61360.0
M/s. SAI MAATARINI TOLLWAYS LIMITED
3521.0
64881.0
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
Testing Method
v
Field Density Compaction
IS:2720 (Part 28)
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
BITUMINOUS COURSES
PRIME COAT(Ref. MORTH Section 502 & 900)
i
Viscosity test
ii
Rate of spread of Binder(prime coat)
2
TACK COAT(Ref. MORTH Section 503
& 900)
i
Viscosity test
ii
Rate of spred of Binder
3
i
DBM / BC (Ref. MORTH Section 507, 509 & 900)
Quality of binder
ii
Aggregate Impact Value / Los Angles
Abrasion Value
IS:2386 Part 4 &
IS: 2386-Part 3
iii
Flakiness Index & Elongation Index
IS:2386 Part 1
Specific Gravity & Water absorption of
aggregate
IS:2386 Part 3
iv
IS: 8887
IS: 8887
IS: 73
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
Stone Polish Test
(BS 812 Part –
114)
ix
IS:6241
Frequency of Test
1 test/500 m2
Acceptance Criteria
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
Upto
Previous
Month
Present
Month
438480.0
28168.0
Number of Tests Conducted
In This Month
Previous Month
Cumulative
466648.0
Passed
Failed
Total
Passed
Failed
Total to Date
Total
Passed
Failed
Total
1177
0
1177
57
0
57
1234
0
1234
7
0
7
0
0
0
7
0
7
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
<40%
1
0
1
0
0
0
1
0
1
< 2%, if >2% soundness test to
be carried out.
12
0
12
0
0
0
12
0
12
1 test/lot
Bitumen Emulsion complying
with IS 8887 of a type and
grade as specified in contract
or as directed by Engineer
14
0
14
5
0
5
19
0
19
One test per 500sq.m and not less
than two tests per day
As per MoRTH Table No.500-1
513
0
513
119
0
119
632
0
632
1 test/lot
Bitumen Emulsion complying
with IS 8887 of a type and
grade as specified in contract
or as directed by Engineer
16
0
16
6
0
6
22
0
22
One test per 500sq.m and not less
than two tests per day
As per MoRTH Table No.500-2.
457
0
457
117
0
117
574
0
574
108
0
108
31
0
31
139
0
139
1 test/lot
One test per 350 cum. of aggregate
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 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.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Bitumen complying with IS 73
Aggregate Impact Value <27%
Los Angeles Abrasion Value
<35%
< 30 %
236915.0
205393.0
59500.0
58476.0
296415.0
263869.0
14867.0
3609.0
18476.0
70
0
70
20
0
20
90
0
90
14867.0
3609.0
18476.0
70
0
70
20
0
20
90
0
90
2
0
2
0
0
0
2
0
2
15
0
15
0
0
0
15
0
15
24
0
24
0
0
0
24
0
24
Sodium Sulphate <12%
Magnesium Sulphate <18%
2
0
2
0
0
0
2
0
2
>50
3
0
3
0
0
0
3
0
3
>50
6
0
6
0
0
0
6
0
6
<2%
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
Testing Method
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.
AASHTO T 283
Asphalt Institute
Manual MS-2
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)
Density of compacted layer
1 test / 700 sq.m area
xvi
ii
F
1
i
Coating and stripping of bitumen
aggregate mixtures
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MoRTH 1007)
Moisture Content
iii
Gradation/Sieve Analysis
IS:383,IS:2386 P-III
IS:383, IS:2386 Part III
IS:383,IS:2386 –
Part 1
8622.82
44341.34
126
0
126
31
0
31
157
0
157
As per table 500-11
35718.52
8622.82
44341.34
134
0
134
31
0
31
165
0
165
Initially one, as and when required by
the Engineer
Previous Month
6
0
6
0
0
0
6
0
6
520
0
520
105
0
0
625
0
625
126
0
126
31
0
31
157
0
157
359
0
359
85
0
85
444
0
444
334
0
334
95
0
95
429
0
429
20
0
20
5
0
5
25
0
25
381
0
381
28
0
28
409
0
409
10
0
10
0
0
0
10
0
10
381
0
381
28
0
28
409
0
409
62
0
62
4
0
4
66
0
66
62
0
62
4
0
4
66
0
66
Cumulative
>80%
> 4% & as shown in Table 50010 of MoRTH
xvi
i
Specific Gravity
35718.52
One test for each 400 tones of mix
subject to a minimum of two tests per
day per plant.
Rate of spread of mixed material
ii
As per table 500-10
At regular close interval
xvi
IS:6241
Present
Month
Acceptance Criteria
Bitumen mixing temp 160170°C
Aggregate mixing temp 160175°C
Mixed Material 160-170°C max.
Laying: 150oC min. temp. on
Rolling 100°C min.
Regular control through checks on the
weight of mixed material and layer
thickness
Hot mix plant of adequate
capacity and capable of
yielding a mix of proper and
uniform quality with
thoroughly coated aggregates.
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
35718.52
209661.0
8622.8
58476.0
44341.34
268137.0
Min 95% coating retained.
Daily/at every day of concreting
One per source & there after every
month.
one test per day
As per table 1000-1
iv
Aggregate Impact Value/Los Angles
Abrasion Value
IS:383, IS:2386 Part
IV
One per source & there after once in a
week.
AIV <45% for concrete other
than for wearing surfaces; <30%
for wearing surfaces. Los Angles
Abrasion value <50% for
Concrete other than for wearing
surfaces; <30% Max. for
wearing surfaces.
v
Flakiness Index
IS:383,IS:2386 P-1
One per source & there after once in a
week .
< 35%
M/s. SAI MAATARINI TOLLWAYS LIMITED
Number of Tests Conducted
In This Month
Upto
Previous
Month
Frequency of Test
26706.0 M3
1192.0
M3
Passed
Failed
Total
Passed
Failed
Total
Total to Date
Passed
Failed
Total
27898.0
M3
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
vi
Water absorption of Aggregate
2
FINE AGGREGATE (MORTH 1008)
i
Silt Content
ii
Moisture Content
iii
Clay Lumps
iv
Specific Gravity
v
Gradation/Sieve Analysis, Fineness
Modulus
vi
3
i
ii
iii
iv
v
4
i
ii
iii
iv
v
5
i
ii
iii
iv
v
vi
vii
viii
ix
6
Water absorption of Aggregate
Testing Method
IS383,IS:2386 P-III
IS:383,IS2386 Part
II
(IS:383,IS:2386)
(IS:383, IS:2386
Part II)
(IS:383,IS:2386PIII)
(IS:383,IS:2386 –
Part III)
IS:383,IS:2386 P-III
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
Compressive strength
3 Days
IS 516
7 Days
28 Days
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
3 Days
7 Days
IS 516
28 Days
WATER (MORTH 1010)
Volume of 0.02N NaOH required to
neutralize 100 ml sample of water
(IS:3025)
using phenolphthalein as an indicator
Volume of 0.02N H2SO4 required to
neutralize 100 ml sample of water
(IS:3025)
using methyl orange as an indicator
Solids
Organic
Inorganic
Sulphates (SO4)
(IS:456,IS:3025)
Chlorides (CI)
Suspended matter
PH
ADMIXTURE (MORTH 1012)
Frequency of Test
Acceptance Criteria
Upto
Previous
Month
Present
Month
Cumulative
One per source & there after every
month.
Daily
One test per week and
once per source 3rd party testing
(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.
M/s. SAI MAATARINI TOLLWAYS LIMITED
Passed
Failed
Total
Total to Date
Passed
Failed
Total
0
0
0
12
0
12
381
0
381
28
0
28
409
0
409
381
0
381
28
0
28
409
0
409
0
0
0
0
0
0
0
0
0
8
0
8
0
0
0
8
0
8
381
0
381
28
0
28
409
0
409
4
0
4
0
0
0
4
0
4
>23mpa
>33mpa
>43mpa
24
24
14
24
0
63
66
60
0
0
0
0
0
0
0
0
24
24
14
24
0
63
66
60
0
0
0
0
0
3
3
6
0
0
0
0
0
0
0
0
0
0
0
0
0
3
3
6
24
24
14
24
0
66
69
66
0
0
0
0
0
0
0
0
24
24
14
24
0
66
69
66
>30min
<600min
23
23
0
0
23
23
1
1
0
0
1
1
24
24
0
0
24
24
13
0
13
1
0
1
14
0
14
23
0
23
1
0
1
24
0
24
>27mpa
>37mpa
>53mpa
45
51
60
0
0
0
45
51
60
6
6
6
0
0
0
6
6
6
51
57
66
0
0
0
51
57
66
<5ml
8
0
8
0
0
0
8
0
8
<25%
8
0
8
0
0
0
8
0
8
200mg/lit
3000mg/lit
400mg/lit
500mg/lit
2000mg/lit
>6.0
8
8
8
8
8
8
8
0
0
0
0
0
0
0
8
8
8
8
8
8
8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8
8
8
8
8
8
8
0
0
0
0
0
0
0
8
8
8
8
8
8
8
<3%
<1%
13958.0 M3
731.0
M3
14689.0
M3
As per table 1000-2, Fineness
Modulus: 2.0 < FM < 3.5
>30min
<600min
<10mm, <0.8%
>225sqm/kg
178665.0
bags
9225.0
Bags
187890.0
bags
<10mm, <0.8%
>225sqm/kg
One test per week and
once per source 3rd party testing
Total
12
One per source & there after every
month.
One test per week and
once per source 3rd party testing
Failed
0
One per source & there after every
month.
Daily
Passed
12
Daily/at every day of concreting
At every day of concreting
Number of Tests Conducted
In This Month
Previous Month
249945.0
bags
20285.0
bags
270230.0
bags
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
i
Chloride Content
ii
Testing Method
Frequency of Test
(IS:9103, IS:6925)
Once per source and as when required
Dry Material content
(IS:9103)
Once per source and as when required
iii
Ash content
(IS:9103)
Once per source and as when required
iv
Relative density
(IS:9103)
Once per source and as when required
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
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)
Every concrete spread over entire
period of concreting
(IS:10262,IS:456,
IRC:21)
IS : 516
Every batch of concrete at dispatch as
well as delivery point
Acceptance Criteria
Within 10% of the value or
within 0.2% whichever is
greater as stated by the
manufacturer.
To be within 3% and 5% of
liquid and solid admixtures
respectively of the value state
by the manufacturer
To be within 1% of the value
stated by the manufacturer
To be within 2% of the value
stated by the manufacturer.
M/s. SAI MAATARINI TOLLWAYS LIMITED
15000.0
Kg
(i) Mean strength from any
group of four consecutive
samples should be greater than
Characteristic
strength + 3 MPa
(ii) Individual sample not less
than Characteristic str – 3 Mpa
Number of Tests Conducted
In This Month
Previous Month
Cumulative
216615 .0
Kg
Passed
Failed
Total
Passed
Failed
Total
0
0
0
5
0
5
5
0
5
0
0
0
5
0
5
5
0
5
0
0
0
5
0
5
5
0
5
0
0
0
5
0
5
9917
0
9917
2130
0
213
0
12047
0
12047
17102
0
17102
1282
0
128
2
18384
0
18384
582
1371
0
0
387
780
0
0
3714
0
0
0
0
0
0
0
0
0
582
1371
0
0
387
780
0
0
3714
57
159
0
0
36
84
0
0
552
0
0
0
0
0
0
0
0
0
639
1530
0
0
423
864
0
0
4266
0
0
0
0
0
0
0
0
0
639
1530
0
0
423
864
0
0
4266
11490
0
11490
21
75
135
270
0
0
0
0
21
75
135
270
21
54
0
0
9
18
9
24
21
54
9
24
6
24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
54
0
0
9
18
9
24
21
54
9
24
6
24
47586.0
m3
10215
0
10215
1275
0
583.50
m3
546.0
m3
0.0
m3
144.0
m3
583.50
m3
690.0
m3
21
75
120
243
0
0
0
0
21
75
120
243
0
0
15
27
0
0
0
0
21
54
0
0
9
18
9
12
21
54
9
24
6
24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
54
0
0
9
18
9
12
21
54
9
24
6
24
0
0
0
0
0
0
0
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1701.0 m3
252.5
m3
1953.5
m3
11.50
m3
0.0
m3
Total
5
3292.5
m3
4013.0
m3
Failed
0
44293.5 m3
156.5
m3
Total to Date
Passed
5
57
159
0
0
36
84
0
0
552
127
5
0
0
15
27
3856.5 m3
11.50
m3
M-30 28 Days
iv
201615.0
Kg
Present
Month
Qty. of concrete (cum) - No. of
samples;(1-5)-1,(6-15)-2,(1630)-3,(31-50)-4, (51&above)4+0ne additional for each
50cum
As specified for specific Grade,
structural component and
method of concreting
As per requirement
M-35(7 days)
M-35 28 Days
M-40(7 days)
M-40 28 Days
Cube Strength of Concrete(Trial Mix)
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
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
Testing Method
11
i
M-45(7 days)
M-45 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
iii
iv
v
vi
vii
viii
ix
x
Frequency of Test
Acceptance Criteria
Each Delivery
FOR BELOW 100 TONS UNDER 10-MM
- 1/25TON; 10-MM TO 16 MM 1/35TON; OVER 16-MM - 1/45TON
Upto
Previous
Month
6034.36
Ton
Present
Month
274.96
Ton
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Passed
Failed
Total
Passed
Failed
Total
Total to Date
Passed
Failed
Total
12
36
0
0
12
36
0
0
0
0
0
0
12
36
0
0
12
36
67
67
67
67
67
67
67
67
0
0
0
0
0
0
0
0
67
67
67
67
67
67
67
67
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
67
67
67
67
67
67
67
67
0
0
0
0
0
0
0
0
67
67
67
67
67
67
67
67
6309.32
Ton
Each Consignment
QC Test Summary – Section-I (Km 80.000 to Km 113.000)
SI. No.
A
i
ii
iii
iv
v
vi
vii
B
i
ii
Type of Test
Test Method
Frequency of Test
OGL / Cutting soil (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 36-1970 &
Gradation/Sieve Analysis
IS:2720 (Part 4)
IRC SP 11-1988)
2 tests/8000 m3 (As per IRC 36-1970 &
Liquid Limit & PI
IS:2720 (Part 5)
IRC SP 11-1988)
Acceptance Criteria
LL<70&PI<45
-2% to +1% of OMC
< 50%
>95% of MDD
D:<75 mm(E)/<50 mm (SG-ESBF)
LL<70&PI<45 (OG-E-SG-ES)
LL<40&PI<20 (BF)
> 15.2 KN/cum (E:height <3m),
> 16.0 KN/cum (E:height >3m),
> 17.5 KN/cum (SG-ES-BF)
iii
Max. Dry Density & OMC
IS:2720 (Part 8)
2 tests/8000 m3 (As per IRC 36-1970 &
IRC SP 11-1988)
iv
v
Deleterious Content
Moisture Content
IS:2720 (Part 27)
IS :2720 (Part 2)
As Required
1 test/250 m2
vi
CBR
IS:2720 (Part 16)
1 test/3000 m3
vii
Free Swell Index
1 test/3000 m3
viii
Sulphate Content
IS:2720 (Part 40)
BS:1377(tests
9/10)
-2% to +1% of OMC
CBR value mentioned in
pavement Design report.
< 50%
As and when required
Soluble < 1.9g/lit, total<0.5%
Field Density Compaction for
IS:2720 (Part 28)
1 Test Per 1000 m2
Embankment
Field Density Compaction for Subgrade
1 Test Per 500 -1000 m2 (As per IRC 36x
IS:2720 (Part 28)
+ Shoulder
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
ix
M/s. SAI MAATARINI TOLLWAYS LIMITED
>Specified Density+[1.65-1.65/
(No. of samples)0.5]xSD
>Specified Density+[1.65-1.65/
(No. of samples)0.5]XSD
As per table 400-1 & 400-2
LL<25% PI < 6.
Executed Quantity
Upto Previous
Present
Cumulative
Month
Month
Upto Previous Month
Passed
Failed
Total
Number of Tests Conducted
In This Month
Passed
Failed
Total
Passed
Total to Date
Failed
Total
597,290
597,290
12,172
12,172
609,462
609,462
282
282
282
1331
0
282
1331
0
0
0
0
0
0
4
282
282
282
1331
0
282
1335
0
0
0
36
0
2
36
0
0
0
0
0
0
0
0
0
0
36
0
2
36
282
282
282
1367
0
284
1367
0
0
0
0
0
0
4
282
282
282
1367
0
284
1371
1,185,000
69,000
1,254,000
647
0
647
23
0
23
670
0
670
1,185,000
69,000
1,254,000
643
0
643
23
0
23
666
0
666
1,185,000
69,000
1,254,000
643
0
643
23
0
23
666
0
666
0
3,344,090
0
136,269
0
3,480,359
0
14955
0
0
0
14955
0
626
0
0
0
626
0
15581
0
0
0
15581
1,089,000
36,000
1,125,000
218
29
247
12
0
12
230
29
259
1,185,000
69,000
1,254,000
643
0
643
23
0
23
666
0
666
-
-
-
0
0
0
0
0
0
0
0
0
2,328,360
99,395
2,427,755
7883
150
8033
348
6
354
8231
156
8387
1,015,730
36,874
1,052,604
6820
100
6920
270
2
272
7090
100
7190
57,755
57,755
3,028
3,028
60,783
60,783
356
352
1
0
357
352
18
18
0
0
18
18
374
370
1
0
375
370
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 : October - 2015
[
SI. No.
Type of Test
Test Method
Frequency of Test
iii
Moisture Content
IS :2720 (Part 2)
1 test/250 m2
iv
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
v
CBR
IS:2720 (Part 16)
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/ source and as when required
Initially one, as and when required by
the Engineer
vii
Water Absorption
v
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
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
BITUMINOUS COURSES
PRIME COAT (Ref. MORTH Section 502 & 900)
i
Viscosity test for Emulion
IS: 73, 217& 8887
ii
Temperature of Binder for application
iii
Rate of spread of Binder
2
TACK COAT (Ref. MORTH Section 503 & 900)
i
Viscosity test for Emulion
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
1 test/lot
At regular close interval
One test per 500sq.m and not less than
two tests per day
IS: 73, 217& 8887
1 test/lot
ii
Temperature of Binder for application
iii
Rate of spread of Binder
At regular close interval
One test per 500sq.m and not less than
two tests per day
3
i
DBM (Ref. MORTH Section 507 & 900)
Quality of binder
IS: 73
1 test/lot
ii
Aggregate Impact Value / Los Angles
Abrasion Value
IS:2386 Part 4 &
IS: 2386-Part 3
One test per 350 cum. of aggregate (As
per IRC 111-2009)
iii
Flakiness Index & Elongation Index
IS:2386 Part 1
viii
Plasticity Index
IS:2720 Part 5
One test per 350 cum. of aggregate (As
per IRC 111-2009)
Initially one, as and when required by
the Engineer
M/s. SAI MAATARINI TOLLWAYS LIMITED
Total to Date
Failed
Total
0
1215
303,915
1165
12
1177
38
2
40
1203
14
1217
-
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
<30%
53,405
3,261
56,666
272
0
272
15
0
15
287
0
287
As per table 400-11
53,405
3,261
56,666
445
0
445
25
0
25
470
0
470
<30%
53,405
3,261
56,666
272
0
272
15
0
15
287
0
287
PI<6
>Specified Density+[1.65-1.65/
(No. of samples)0.5]XSD
53,405
3,261
56,666
422
0
422
25
0
25
447
0
447
486,780
26,088
512,868
1560
6
1566
88
0
88
1648
6
1654
-
-
-
24
0
24
0
0
0
24
0
24
<40%
-
-
-
0
0
0
0
0
0
0
0
0
< 2%, if >2% soundness test to
be carried out.
-
-
-
2
0
2
0
0
0
2
0
2
8
0
8
0
0
0
8
0
8
>50 KN
iv
Passed
1215
-
BS:812(Part111)
1 test/500 m3 (As per IRC 109-1997)
1 test/200 m3 of Aggregate (As per IRC
109-1997)
1 test/500 m3 of Aggregate (As per IRC
109-1997)
1 test/200 m3 (As per IRC 109-97)
Number of Tests Conducted
In This Month
Passed
Failed
Total
40
0
40
15,140
Initially one, as and when required by
the Engineer
WMM/WBM (Ref. MORTH Sec. 404, 406 & 900)
Aggregate Impact Value
IS:2386 (Part 4)
IS:2720 (Part 4) &
Gradation/Sieve Analysis
IS: 2786-Part 1
Combined Flakiness Index &
IS:2386 (Part 1)
Elongation Index
Atterberg Limits (Passing 0.425 mm)
IS:2720 (Part 5)
Upto Previous Month
Passed
Failed
Total
1175
0
1175
-
1 test/ source and as when required
10% Fines Value
Executed Quantity
Upto Previous
Present
Cumulative
Month
Month
288,775
15,140
303,915
288,775
IS:2386 (Part 3)
D
i
iii
-2% to +1% of OMC
>Specified Density+[1.65-1.65/
(No. of samples)0.5]XSD
>30
< 2%, if >2% soundness test to
be carried out.
viii
ii
Acceptance Criteria
Bitumen Emulsion complying
with IS 8887 of a type and grade
as specified in contract or as
directed by Engineer
20 to 70o C
As per MoRTH Table No.500-1
150,075
11,066
161,141
Bitumen Emulsion complying
with IS 8887 of a type and grade
as specified in contract or as
directed by Engineer
20 to 70o C
47
0
47
4
0
4
51
0
51
321
0
321
24
0
24
345
0
345
3
0
3
0
0
0
3
0
3
56
0
56
5
0
5
61
0
61
As per MoRTH Table No.500-2.
140,219
11,066
151,285
318
0
318
25
0
25
343
0
343
Bitumen complying with IS 73
Aggregate Impact Value <27%
Los Angeles Abrasion Value
<35%
84
1
85
84
0
84
1
0
1
85
0
85
12,127
835
12,962
54
0
54
4
0
4
58
0
58
12,127
835
12,962
54
0
54
4
0
4
58
0
58
0
0
0
4
0
4
0
0
0
4
0
4
< 30 %
<4% (passing 0.425mm sieve)
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 : October - 2015
[
SI. No.
Type of Test
Test Method
x
Dry Mix grading & Individual
IS:2720 (Part 4)
xii
Stability of mix
Asphalt Institute
Manual MS-2
xiv
Control of temperature of binder in
boiler, aggregate in the dryer and mix
at the time of laying and rolling.
IRC 111 (2009)
xv
Control of binder content and grading
of the mix.
Asphalt Institute
Manual MS-2
xvi
Rate of spread of mixed material
xvii
Density of compacted layer
F
1
i
Coating and stripping of bitumen
aggregate mixtures
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MoRTH 1007)
Moisture Content
ii
Specific Gravity
iii
Gradation/Sieve Analysis
xviii
Frequency of Test
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.
IS:383,IS:2386 P-III
IS:383, IS:2386 Part III
IS:383,IS:2386 –
Part 1
iv
Aggregate Impact Value/Los Angles
Abrasion Value
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
2
FINE AGGREGATE (MORTH 1008)
i
Silt Content
ii
Moisture Content
iii
Clay Lumps
IS:383,IS2386 Part
II
(IS:383,IS:2386)
(IS:383, IS:2386
Part II)
Executed Quantity
Upto Previous
Present
Cumulative
Month
Month
Upto Previous Month
Passed
Failed
Total
Number of Tests Conducted
In This Month
Passed
Failed
Total
Passed
Total to Date
Failed
Total
As per table 500-10
27,938.2
1,829
29,767.6
535
0
535
40
0
40
575
0
575
As per table 500-11
27,938.2
1,829
29,767.6
107
0
107
8
0
8
115
0
115
At regular close interval
Bitumen mixing temp 160-170°C
Aggregate mixing temp 160175°C
Mixed Material 160-170°C max.
Laying: 150oC min. temp. on
Rolling 100°C min.
27,938.2
1,829
29,767.6
1222
0
1222
74
0
74
1296
0
1296
One test for each 400 tones of mix
subject to a minimum of two tests per
day per plant.
> 4% & as shown in Table 50010 of MoRTH
27,938.2
1,829
29,767.6
107
0
107
0
0
0
107
0
107
27,938.2
1,829
29,767.6
245
0
245
15
0
15
260
0
260
144,496
11,882
156,378
224
0
224
19
0
19
243
0
243
2
0
2
0
0
0
2
0
2
850
0
850
49
0
49
899
0
899
27
0
27
3
0
3
30
0
30
Regular control through checks on the
weight of mixed material and layer
thickness
IS:6241
Acceptance Criteria
1 test / 700 sq.m area (As per IRC 1112009)
Initially one, as and when required by
the Engineer
Hot mix plant of adequate
capacity and capable of yielding
a mix of proper and uniform
quality with thoroughly coated
aggregates.
>Specified Value+[1.651.65/(No. of samples)0.5]Xsd
Min 95% coating retained.
Daily/at every day of concreting
One per source & there after every
month.
one test per day
As per table 1000-1
850
0
850
49
0
49
899
0
899
One per source & there after once in a
week.
AIV <45% for concrete other
than for wearing surfaces; <30%
for wearing surfaces. Los Angles
Abrasion value <50% for
Concrete other than for wearing
surfaces; <30% Max. for wearing
surfaces.
123
0
123
4
0
4
127
0
127
< 35%
123
0
123
4
0
4
127
0
127
28
0
28
3
0
3
31
0
31
448
0
448
23
0
23
471
0
471
448
0
448
23
0
23
471
0
471
0
0
0
0
0
0
0
0
0
One per source & there after once in a
week .
One per source & there after every
month.
Daily
<3%
Daily/at every day of concreting
At every day of concreting
M/s. SAI MAATARINI TOLLWAYS LIMITED
<1%
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 : October - 2015
[
SI. No.
Type of Test
iv
Specific Gravity
v
Gradation/Sieve Analysis, Fineness
Modulus
Test Method
(IS:383,IS:2386PIII)
(IS:383,IS:2386 –
Part III)
vi
Water absorption of Aggregate
IS:383,IS:2386 P-III
vii
Chloride & Sulphate
viii
Deleterious Material
(IS:383,IS:SP -23)
(IS383,IS:2386 Part
II)
ix
3
i
ii
iii
iv
v
vi
vii
viii
ix
4
Soundness (Magnesium&Sodium
Sulphate)
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
CONCRETE (MORTH 1716.2.5)
i
Sample of cube (A sample means a set
of 3 cubes)
ii
Workability (Slump)
COMPRESSIVE STRENGTH (SITE CUBES)
No. Of Cubes
Frequency of Test : MORTH Sec.1700
Table:1700-8
iv
5
i
Grout cube compressive strength
STEEL
MTC
IS:383,IS:2386 P-V
Frequency of Test
(IS:456,IS:3025)
As per table 1000-2, Fineness
Modulus: 2.0 < FM < 3.5
Daily
One per source & there after every
month.
One per source
One per source
One per source
(As per IRCSP 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.
Every concrete spread over entire
period of concreting
(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
Executed Quantity
Upto Previous
Present
Cumulative
Month
Month
One per source & there after every
month.
(IS:3025)
(IS:3025)
Acceptance Criteria
Every batch of concrete at dispatch as
well as delivery point
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 28 days
M20 Kerb 7days
M20 Kerb 28 days
Grout Cubes - 7 Days
Each Delivery
M/s. SAI MAATARINI TOLLWAYS LIMITED
Upto Previous Month
Passed
Failed
Total
Number of Tests Conducted
In This Month
Passed
Failed
Total
Passed
Total to Date
Failed
Total
9
0
9
1
0
1
10
0
10
448
0
448
23
0
23
471
0
471
160
0
160
1
0
1
161
0
161
Sulphate < 0.5%
Table1 of IS:383 Max. 5% for
total constituents
Sodium sulphate <10% MgSO4
<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
0
<5ml
2
0
2
0
0
0
2
0
2
<25%
2
0
2
0
0
0
2
0
2
200mg/lit
3000mg/lit
400mg/lit
500mg/lit
2000mg/lit
>6.0
2
2
2
2
2
2
2
0
0
0
0
0
0
0
2
2
2
2
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
2
2
2
2
0
0
0
0
0
0
0
2
2
2
2
2
2
2
Qty. of concrete (cum) - No. of
samples;(1-5)-1,(6-15)-2,(1630)-3,(31-50)-4, (51&above)4+0ne additional for each
50cum
As specified for specific Grade,
structural component and
method of concreting
18,063.0
906.5
18,969.5
2875
0
2875
165
0
165
3040
0
3040
18,063.0
906.5
18,969.5
6049
0
6049
304
0
304
6353
0
6353
1,942.5
13.5
1,956.0
26.0
0.0
26.0
0.0
0.0
0.0
13,222.5
466.0
13,688.5
300.0
0.0
300.0
1,238.0
224.5
1,462.5
456.0
105.0
561.0
878.0
97.5
975.5
-
-
-
456
846
6
9
0
0
1497
3951
48
132
180
447
42
120
279
522
33
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
456
846
6
9
0
0
1497
3951
48
132
180
447
42
120
279
522
33
15
42
0
0
0
0
51
165
0
0
51
90
9
24
36
12
72
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
42
0
0
0
0
51
165
0
0
51
90
9
24
36
12
72
471
888
6
9
0
0
1548
4116
48
132
231
537
51
144
315
534
105
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
471
888
6
9
0
0
1548
4116
48
132
231
537
51
144
315
534
105
0
0
0
0
0
0
0
0
0
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 : October - 2015
[
SI. No.
ii
iii
iv
v
vi
vii
viii
ix
x
Type of Test
SAMPLING
CHEMICAL
UTS
YIELD STRESS
ELONGATION
BEND TEST
REBEND TEST
UNIT WEIGHT
DIAMETER
Test Method
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
IS 1786
Frequency of Test
Acceptance Criteria
Executed Quantity
Upto Previous
Present
Cumulative
Month
Month
FOR BELOW 100 TONS UNDER 10-MM
- 1/25TON; 10-MM TO 16 MM 1/35TON; OVER 16-MM - 1/45TON
Each Conisenement
Upto Previous Month
Passed
Failed
Total
3
0
3
3
0
3
3
0
3
3
0
3
3
0
3
1
0
1
1
0
1
3
0
3
2
0
2
Number of Tests Conducted
In This Month
Passed
Failed
Total
2
0
2
2
0
2
2
0
2
2
0
2
2
0
2
0
0
0
0
0
0
2
0
2
2
0
2
Passed
5
5
5
5
5
1
1
5
4
Total to Date
Failed
Total
0
5
0
5
0
5
0
5
0
5
0
1
0
1
0
5
0
4
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
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)
Acceptance Criteria
LL<70&PI<45
-2% to +1% of OMC
< 50%
>95% of MDD
ii
Liquid Limit & PI
IS:2720 (Part 5)
1 test/4000 m
iii
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/4000 m3
iv
Moisture Content
IS :2720 (Part 2)
1 test/250 m2
v
CBR
IS:2720 (Part 16)
1 test/3000 m3
vi
Free Swell Index
1 test/4000 m3
vii
Sulphate Content
IS:2720 (Part 40)
BS:1377(tests
9/10)
D:<75 mm(E)/<50 mm (SG-ESBF)
LL<70&PI<45 (OG-E-SG-ES)
LL<40&PI<20 (BF)
> 15.2 KN/cum (E:height <3m),
> 16.0 KN/cum (E:height >3m),
> 17.5 KN/cum (SG-ES-BF)
-2% to +1% of OMC
CBR value mentioned in
pavement Design report.
< 50%
As & when Required
Soluble < 1.9g/lit, total<0.5%
i
Gradation/Sieve Analysis
IS:2720 (Part 4)
1 test/4000 m3
3
viii
Field Density Compaction for
Embankment
IS:2720 (Part 28)
1 Set Test Per 1000 m2
ix
Field Density Compaction for Subgrade
IS:2720 (Part 28)
1 Set Test Per 500 m2
C
i
ii
iii
GSB (Ref. MORTH Section 401 & 900)
Gradation/Sieve Analysis
Liquid Limit & PI
Moisture Content
IS: 2386-Part 1
IS:2720 (Part 5)
IS :2720 (Part 2)
1 test/200 m3
1 test/200 m3
1 test/250 m2
M/s. SAI MAATARINI TOLLWAYS LIMITED
>Specified Density+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
>Specified Density+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
As per table 400-1 & 400-2
LL<25% PI < 6.
-2% to +1% of OMC
Upto
Previous
Month
Number of Tests Conducted
In This Month
Previous Month
Present
Month
Cumulative
_
_
_
_
_
_
387333.33
_
_
_
_
_
_
3,000
2425000
Passed
Failed
Passed
_
_
_
_
_
_
390,333
222
222
222
0
2
222
2138
0
0
0
0
0
0
186
222
222
222
0
2
222
2324
0
0
0
0
0
0
18
69000
2494000
1463
27
1490
2419000
69000
2488000
1463
23
1486
2423500
69000
2492500
1466
23
121917
48653
170570
2139
0
984000
42000
1026000
324
2404000
69000
2473000
_
3625500.3
Failed
Total to Date
Total
Passed
Failed
0
0
0
0
0
0
0
0
0
0
0
0
0
18
222
222
222
0
2
222
2156
0
0
0
0
0
0
186
222
222
222
0
2
222
2342
23
0
23
1486
27
1513
23
0
23
1486
23
1509
1489
23
0
23
1489
23
1512
2139
417
0
417
2556
0
2556
10
334
14
0
14
338
10
348
1449
27
1476
23
0
23
1472
27
1499
_
0
0
0
0
0
0
0
0
0
39166
3664666
21011
1071
22082
235
24
259
21246
1095
22341
534667
15166
549833
6069
445
6514
182
12
194
6251
457
6708
135,208
132,408
122,250
4,200
4,200
54,000
139,408
136,608
176,250
667
667
265
26
0
0
693
667
265
21
21
108
0
0
0
21
21
108
688
688
373
26
0
0
714
688
373
_
Total
Total
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
Testing Method
Frequency of Test
iv
Field Density Compaction
IS:2720 (Part 28)
1 test/500 m2
v
CBR
IS:2720 (Part 16)
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
1 test/ source and as when required
Initially one, as and when required by
the Engineer
vii
Water Absorption
viii
10% Fines Value
D
I
WMM (Ref. MORTH Section 406 & 900)
Aggregate Impact Value
ii
Gradation/Sieve Analysis
Cumulative
758,901
54,000
_
_
Number of Tests Conducted
In This Month
Previous Month
Passed
Failed
Total
Passed
812,901
1,381
150
1,531
108
_
_
43
0
43
_
_
4
0
4
_
_
_
5
0
_
_
_
8
Failed
Total to Date
Total
Passed
Failed
Total
8
116
1,489
158
1,647
0
0
0
43
0
43
0
0
0
4
0
4
5
0
0
0
5
0
5
0
8
0
0
0
8
0
8
1 test/ source and as when required
BS:812(Part111)
Initially one, as and when required by
the Engineer
>50 KN
IS:2386 (Part 4)
IS:2720 (Part 4) &
IS: 2786-Part 1
1 test/500 m3
<30%
116846.3
5400
122246.3
535
0
535
19
0
19
554
0
554
1 test/200 m3 of aggregate
As per table 400-11
101646.3
5400
107046.3
891
0
891
27
0
27
918
0
918
IS:2386 (Part 1)
1 test/500 m3
<30%
116846.3
5400
122246.3
535
0
535
19
0
19
554
0
554
IS:2720 (Part 5)
1 test/200 m3
101346.3
5400
106746.3
879
0
879
27
0
27
906
0
906
1 test/500 m2
PI<6
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
1151505.4
74500
1226005.4
2282
189
2471
149
7
156
2431
196
2627
v
Field Density Compaction
IS:2720 (Part 28)
vi
Max. Dry Density & OMC
IS:2720 (Part 8)
vii
Abrasion value
IS:2386 (Part 4)
Water Absorption
Present
Month
IS:2386 (Part 3)
iv
viii
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
>30
Upto
Previous
Month
< 2%, if >2% soundness test to
be carried out.
Combined Flakiness Index & Elongation
Index
Atterberg Limits (Passing 0.425 mm)
iii
Acceptance Criteria
IS:2386 (Part 3)
E
1
BITUMINOUS COURSES
PRIME COAT / TACK COAT (Ref. MORTH Section 502, 503 & 900)
i
Quality of binder
IS: 73, 217& 8887
ii
Temperature of Binder for application
iii
Rate of spread of Binder
2
i
DBM / BC (Ref. MORTH Section 507, 509 & 900)
Quality of binder
ii
Aggregate Impact Value / Los Angles
Abrasion Value
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
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
1 test/lot
At regular close interval
One test per 500sq.m and not less than
two tests per day
IS: 73
IS:6241
IS:2386 Part 3
1 test/lot
One test per 350 cum. of aggregate
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.
M/s. SAI MAATARINI TOLLWAYS LIMITED
0
_
0
2
0
2
2
0
2
4
0
4
<40%
0
_
0
2
0
2
0
0
0
2
0
2
< 2%, if >2% soundness test to
be carried out.
0
_
0
44
0
44
0
0
0
44
0
44
0
0
0
24
0
24
3
0
3
27
0
27
Bitumen Emulsion complying
with IS 8887 of a type and grade
as specified in contract or as
directed by Engineer
20 to 70o C
As per MoRTH Table No.500-1 &
500-2.
0
0
0
288
0
288
145
0
145
433
0
433
503000
68000
571000
1006
0
1006
136
0
136
1142
0
1142
0
0
0
157
0
157
18
0
18
175
0
175
21552.337
2980
24532
219
0
219
17
0
17
236
0
236
21552.124
2980
24532
219
0
219
17
0
17
236
0
236
Coating : >95 %
0
0
0
11
0
11
2
0
2
13
0
13
< 2 % for DBM & BC
0
0
0
9
0
9
0
0
0
9
0
9
Bitumen complying with IS 73
Aggregate Impact Value
DBM <27% BC< 24%
Los Angeles Abrasion Value
DBM <35% BC <30%
< 30 %
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
Testing Method
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
Stone Polish Test
(BS 812 Part –
114)
ix
x
Frequency of Test
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.
Percentage of fractured faces
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)
xi
Mix grading
IS:2720 (Part 4)
xii
Stability of mix
Asphalt Institute
Manual MS-2
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
Regular control through checks on the
weight of mixed material and layer
thickness
xvii
Density of compacted layer
1 test / 700 sq.m area
F
1
i
MATERIAL FOR STRUCTURES
COARSE AGGREGATE (MoRTH 1007)
Moisture Content
ii
Specific Gravity
iii
Gradation/Sieve Analysis
AASHTO T 283
Asphalt Institute
Manual MS-2
IS:383,IS:2386 P-III
IS:383, IS:2386 Part III
IS:383,IS:2386 –
Part 1
One test for each 400 tones of mix
subject to a minimum of two tests per
day per plant.
Acceptance Criteria
M/s. SAI MAATARINI TOLLWAYS LIMITED
Present
Month
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Passed
Failed
Total
Passed
Failed
Total
Total to Date
Passed
Failed
Total
Sodium Sulphate <12%
Magnesium Sulphate <18%
0
0
0
2
0
2
0
0
0
2
0
2
>50
0
0
0
2
0
2
0
0
0
2
0
2
<4% (passing 0.425mm sieve)
0
0
0
25
0
25
0
0
0
25
0
25
>55 for BC
0
0
0
2
0
2
0
0
0
2
0
2
When crushed gravel is
proposed for use, not less than
90% by weight of the crushed
material retained on the
4.75mm sieve shall have at least
two fractured faces
0
0
0
0
11
11
0
0
0
0
11
11
As per table 500-10 for DBM &
500-18 for BC
63411.5
6973.2
70384.7
288
0
288
34
0
34
322
0
322
As per table 500-11 for DBM &
500-19 for BC
63411.5
6973.2
70384.7
380
0
380
17
0
17
397
0
397
0
0
0
6
0
6
0
0
0
6
0
6
0
0
0
288
0
288
34
0
34
322
0
322
0
0
0
0
0
0
0
0
0
0
0
0
307563
673
0
673
90
0
90
763
0
763
>80%
> 4% for DBM & 5 to 6% for BC.
As shown in Table 500-10 for
DBM and Table 500-18 for BC of
MoRTH
Hot mix plant of adequate
capacity and capable of yielding
a mix of proper and uniform
quality with thoroughly coated
aggregates.
>Specified Value+[1.651.65/(No. of
samples)0.5]xStandard
Deviation
Min 95% coating retained.
Daily/at every day of concreting
One per source & there after every
month.
one test per day
Upto
Previous
Month
As per table 1000-1
307563
_
_
_
1700
0
1700
123
0
123
1823
0
1823
_
_
_
18
0
18
0
0
0
18
0
18
_
_
_
1431
0
1431
82
0
82
1513
0
1513
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
Testing Method
iv
Aggregate Impact Value/Los Angles
Abrasion Value
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
Chloride & Sulphate
IS:383,IS:2386 P-VII
IS:383, ASTM 295,
IS:2386 Part VIII
IS:383,IS:SP-23
xi
Deleterious Material
IS:383, IS:2386 P-II
2
FINE AGGREGATE (MORTH 1008)
vii
i
Silt Content
ii
Moisture Content
iii
Clay Lumps
iv
Specific Gravity
v
Gradation/Sieve Analysis, Fineness
Modulus
One per source & there after once in a
week .
One per source & there after every
month.
Upto
Previous
Month
Present
Month
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Passed
Failed
Total
Passed
Failed
Total
Total to Date
Passed
Failed
Total
AIV <45% for concrete other
than for wearing surfaces; <30%
for wearing surfaces. Los Angles
Abrasion value <50% for
Concrete other than for wearing
surfaces; <30% Max. for
wearing surfaces.
_
_
_
106
0
106
4
0
4
110
0
110
< 35%
_
_
_
105
0
105
4
0
4
109
0
109
_
_
_
10
0
10
0
0
0
10
0
10
_
_
_
4
0
4
0
0
0
4
0
4
_
_
_
3
0
3
0
0
0
3
0
3
One per source
One per source
Sodium sulphate <12%
Magnesium sulphate <18%
Fig. 6 of IS:2386 Part VII
One per source
As per IS: 2386 Part VIII
_
_
_
4
0
4
0
0
0
4
0
4
One per source
_
_
_
1
0
1
0
0
0
1
0
1
One per source
Sulphate < 0.5%
Table 1 of IS:383-1970 (Max. 5%
for total constituents)
_
_
_
4
0
4
0
0
0
4
0
4
<3%
_
_
_
58
0
58
4
0
4
62
0
62
_
_
_
1364
0
1364
123
0
123
1487
0
1487
_
_
_
0
0
0
0
0
0
0
0
0
_
_
_
15
0
15
0
0
0
15
0
15
_
_
_
849
0
849
41
0
41
890
0
890
IS:383,IS2386 Part
II
(IS:383,IS:2386)
(IS:383, IS:2386
Part II)
(IS:383,IS:2386PIII)
(IS:383,IS:2386 –
Part III)
vi
Water absorption of Aggregate
IS:383,IS:2386 P-III
Chloride & Sulphate
viii
Deleterious Material
(IS:383,IS:SP -23)
(IS383,IS:2386 Part
II)
3
i
ii
iii
iv
v
vi
vii
viii
ix
x
xi
xii
xiii
xiv
One per source & there after once in a
week.
Acceptance Criteria
IS:383,IS:2386 -V
vii
ix
Frequency of Test
Daily
Daily/at every day of concreting
At every day of concreting
<1%
One per source & there after every
month.
Daily
One per source & there after every
month.
One per source
One per source
Soundness (Magnesium and Sodium
IS:383,IS:2386 P-V
One per source
Sulphate)
43 GRADE ORDINARY PORTLAND CEMENT (Ref. IS: 8112 & MoRTH 1006)
Initial Setting Time
Final Setting Time
One test per week and
(IS:4031)
once per source 3rd party testing
Soundness by Le-Chatlier’s method (%)
Fineness by dry sieve method 90micron
Compressive strength
IS 516
Chemical Tests
Loss on Ignition
Insoluble residue
Alumina Iron Oxide ratio
MTC for each supply andone per source
Lime Saturation factor
(IS:4032)
3rd party testing
Magnesia
Sulphuric anhydride
Alkalies
Chlorides
M/s. SAI MAATARINI TOLLWAYS LIMITED
As per table 1000-2, Fineness
Modulus: 2.0 < FM < 3.5
_
_
_
12
0
12
0
0
0
12
0
12
Sulphate < 0.5%
Table1 of IS:383 Max. 5% for
total constituents
Sodium sulphate <10% MgSO4
<15%
_
_
_
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
>30min
<600min
<10mm, <0.8%
>225sqm/kg
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
60
60
20
58
200
7
5
5
5
5
5
5
5
5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
63
14
59
200
7
5
5
5
5
5
5
5
5
1
1
1
1
8
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
1
1
8
0
0
0
0
0
0
0
0
0
61
61
21
59
208
7
5
5
5
5
5
5
5
5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
64
15
60
208
7
5
5
5
5
5
5
5
5
<5%
<2%
>0.66
>0.66 & <1.02
<6%
<3%
<0.6%
<0.05%
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 : October - 2015
[
Executed Quantity
Sl.
No .
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
Name of Test
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
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)
i
Chloride Content
ii
Testing Method
(IS:4031)
Frequency of Test
One test per week and
once per source 3rd party testing
Acceptance Criteria
MTC for each supply and
one per source 3rd party testing
(IS:3025)
(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:456,IS:3025)
(IS:9103, IS:6925)
Once per source and as when required
Dry Material content
(IS:9103)
Once per source and as when required
iii
Ash content
(IS:9103)
Once per source and as when required
iv
Relative density
(IS:9103)
Once per source and as when required
7
CONCRETE (MORTH 1716.2.5)
i
Sample of cube (A sample means a set
of 3 cubes)
Every concrete spread over entire
period of concreting
M/s. SAI MAATARINI TOLLWAYS LIMITED
Present
Month
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Passed
Failed
Total
Passed
Failed
Total
Total to Date
Passed
Failed
Total
>30min
<600min
_
_
_
_
_
_
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
<10mm, <0.8%
_
_
_
0
0
0
0
0
0
0
0
0
>225sqm/kg
_
_
_
0
0
0
0
0
0
0
0
0
<4%
<2%
>0.66
>0.8 & <1.02
<6%
<3%
<0.6%
<0.05%
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
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
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
<5ml
_
_
_
3
0
3
0
0
0
3
0
3
<25%
_
_
_
3
0
3
0
0
0
3
0
3
200mg/lit
3000mg/lit
400mg/lit
500mg/lit
2000mg/lit
>6.0
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
3
3
3
3
3
3
3
0
0
0
0
0
0
0
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
3
3
3
3
3
3
3
0
0
0
0
0
0
0
3
3
3
3
3
3
3
_
_
_
3
0
3
0
0
0
3
0
3
_
_
_
3
0
3
0
0
0
3
0
3
_
_
_
3
0
3
0
0
0
3
0
3
_
_
_
3
0
3
0
0
0
3
0
3
_
_
_
21532
0
21532
2250
0
225
0
23782
0
23782
IS 516
(IS:8112)
Upto
Previous
Month
Within 10% of the value or
within 0.2% whichever is
greater as stated by the
manufacturer.
To be within 3% and 5% of
liquid and solid admixtures
respectively of the value state
by the manufacturer
To be within 1% of the value
stated by the manufacturer
To be within 2% of the value
stated by the manufacturer.
Qty. of concrete (cum) - No. of
samples;(1-5)-1,(6-15)-2,(1630)-3,(31-50)-4, (51&above)4+0ne additional for each
50cum
Page 99
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 : October - 2015
[
Executed Quantity
Sl.
No .
Name of Test
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
Testing 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 517
IS 518
IS 516
IS 516
Every batch of concrete at dispatch as
well as delivery point
Acceptance Criteria
As specified for specific Grade,
structural component and
method of concreting
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
M35 28 days
M40 7days
M40 28 days
M45 7days
M45 28 days
M20Kerb 7days
M20Kerb 28 days
8
i
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
iii
iv
v
vi
vii
viii
ix
x
Frequency of Test
Each Delivery
FOR BELOW 100 TONS UNDER 10-MM
- 1/25TON; 10-MM TO 16 MM 1/35TON; OVER 16-MM - 1/45TON
Each Consignment
M/s. SAI MAATARINI TOLLWAYS LIMITED
(i) Mean strength from any
group of four consecutive
samples should be greater than
Characteristic
strength + 3 MPa
(ii) Individual sample not less
than Characteristic str – 3 Mpa
Upto
Previous
Month
Present
Month
Number of Tests Conducted
In This Month
Previous Month
Cumulative
Passed
Failed
Total
Passed
Failed
Total to Date
Total
Passed
Failed
Total
_
_
_
33797
0
33797
2745
0
274
5
36542
0
36542
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7191
241.5
7432.5
216
336
552
308
20.5
328.5
62472
1355
63827
19
21
17
14
2
2
23
22
17
14
13
13
20
9
760
1323
74
63
26
49
3544
7807
231
627
251
415
59
154
126
270
0
0
0
0
0
0
0
1
0
2
0
2
10
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
21
17
14
2
2
23
23
17
16
13
15
30
11
760
1323
74
63
25
49
3544
7807
229
627
251
415
59
154
126
270
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44
42
108
85
12
3
112
200
6
3
45
81
3
8
20
8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44
42
108
85
12
3
112
200
6
3
45
81
3
8
20
8
19
21
17
14
2
2
23
22
17
14
13
13
20
9
804
1365
182
148
38
52
3656
8007
237
630
296
496
62
162
146
278
0
0
0
0
0
0
0
1
0
2
0
2
10
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
21
17
14
2
2
23
23
17
16
13
15
30
11
804
1365
182
148
37
52
3656
8007
235
630
296
496
62
162
146
278
6427
134.5
6561.5
2665.5
470
3135.5
1521.5
97.5
1619
1994.5
154.5
2149
_
_
_
274
0
274
16
0
16
290
0
290
_
_
_
240
0
240
6
0
6
246
0
246
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
107
107
107
107
107
107
274
274
0
0
0
0
0
0
0
0
107
107
107
107
107
107
274
274
16
16
16
16
16
16
16
16
0
0
0
0
0
0
0
0
16
16
16
16
16
16
16
16
123
123
123
123
123
123
290
290
0
0
0
0
0
0
0
0
123
123
123
123
123
123
290
290
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 : October - 2015
20.
Appendix 3 - List of Plant and Equipment
Section (0-113)
Sl. No.
Description of P&M
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
Excavator
3
Loader
4
Soil compactors
5
Grader 120k
6
Sensor- Paver
7
Crane hydra
8
Dumper
9
BT Sprayer
10
Boom Placer
11
Camper, Camper Genio
12
Diesel tanker
13
Dozer
14
Concrete Pump (mcp/12)
15
Dewatering Pump
16
DG Sets (5 Kva – 500 Kva)
17
Kerb Laying
18
Water Tanker
19
Transit Mixer
20
Trailers
21
PTR
22
Kerb Cutting
23
Trolley Air Compressor
Make/Brand
Capacity
Available at Site
Remarks
240 TPH
240 TPH
200 TPH
30 CPH
60 CPH
30 CPH
200 TPH
200 TPH
250 TPH
200 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
1 m3
1.7 m3
8-10 Ton
200 Cum/hr
Cum/Hr/40/30
5-20 T
20 MT
2.4 – 6 Mtr
12 KL
60Cum/Hr (Max)
0.75 – 2.5 HP
5 Kva
80 Rmt/hr
12 KL
6 m3
-
8
23
12
15
10
3
4
72
3
2
10
6
5
7
7
26
2
15
19
5
2
1
4
Make/Brand
Capacity
Available at
Site
Puzzolana
Puzzolana
200 TPH
240 TPH
1
1
Metso
Metso
Puzzolana
Schwing Stetter
Schwing Stetter
Schwing Stetter
Apollo
MAXMECH
Apollo
Apollo
Speco
Speco
Vogele
Section (113-166)
Sl. No
Name of P&M
A
1
2
Plant
Crusher
Crusher
3
Batching Plant
SchwingStetter
30 cum/Hr
3
4
5
6
7
B
1
2
3
4
5
6
7
8
WMM PLANT
WMM PLANT
HM Plant
HM Plant
Machinery
Excavator
Excavator
Dumper
Tipper
WMM Paver
Dozer (D80)
Grader
Grader
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
1m3
1 m3
14m3
-
22
14
116
9
2
11
6
4
M/s. SAI MAATARINI TOLLWAYS LIMITED
-
Remarks
@ Ch 115+000
@ Ch 116+000
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 : October - 2015
[
Sl. No
Name of P&M
9
10
11
12
13
14
15
16
17
18
Escort Roller
JCB Roller
Tandom Roller
PTR Roller
Water Tanker
JCB
Transit Mixer
Transit Mixer
Transit Mixer
Loader
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
BT Sprayer
Tractor
Broomer
Kerb Casting Machine
Plate Earth Compacter – 1
Concrete Pump
Electrical Vibrator 3 Phase - 1
Petrol Vibrator – 1
DG Set
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
Cruller Drill with Compressor
Tata 407 HSD Distributer
Make/Brand
Capacity
Escort
JCB
Dynapac
Dynapac
Ashok Leyland
CAT
Asia Motors
Ashok Leyland
Ashok Leyland
Hindustan
12 KL
0.3 m3
6 m3
6 m3
4 m3
1.7 m3
Available at
Site
13
3
4
2
18
6
6
7
2
8
Ashok Leyland
Ford
Appolo
Appolo
Testwell
Greaves Cotton Ltd.
KillicEng
Killic
Caterpillar
Greaves Cotton Ltd.
Caterpillar
Kirloskar
Kirloskar
Kirloskar
Kirloskar
Kirloskar
Kirloskar
Sigma
N/A
Shaketech
Rama
Vishwakarma
Ashok Leyland
Ashok Leyland
Appolo
TATA
500 KVA
400 KVA
250 KVA
160 KVA
125 KVA
100 KVA
63 KVA
40 KVA
20 KVA
5 KVA
3 PHASE
3 PHASE
3 PHASE
80MT
3 KL
2
3
1
2
1
6
4
2
3
1
1
1
3
1
3
2
1
3
1
1
1
3
3
3
1
2
2
1
M/s. SAI MAATARINI TOLLWAYS LIMITED
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 : October - 2015
[
21. 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
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
51
52
53
54
55
56
57
1
1
1
1
1
1
1
1
1
1
1
1
1
Last Date of
Calibration
11-Nov-14
11-Nov-14
21-Jul-15
11-Nov-14
11-Nov-14
11-Nov-14
11-Nov-14
11-Nov-14
11-Nov-14
11-Nov-14
11-Nov-14
11-Nov-14
16-Aug-15
Due Date of
Calibration
10-Nov-15
10-Nov-15
20-Jul-16
10-Nov-15
10-Nov-15
10-Nov-15
10-Nov-15
10-Nov-15
10-Nov-15
10-Nov-15
10-Nov-15
10-Nov-15
15-Feb-16
50
11-Nov-14
10-Nov-15
43
11-Nov-14
10-Nov-15
1
1
1
1
1
1
1
1
1
1
1
1
1
56
150
1
1
21-Jul-15
21-Jul-15
21-Jul-15
13-Nov-14
23-Jun-15
23-Jun-15
23-Jun-15
23-Jun-15
23-Jun-15
23-Jun-15
10-Aug-15
10-Aug-15
10-Aug-15
10-Nov-14
23-Jun-15
14-Nov-14
14-Oct-15
14-Oct-15
13-Nov-14
11-Nov-14
11-Nov-14
13-Nov-14
13-Nov-14
11-Nov-14
28-Feb-15
21-Jul-15
30-Jun-15
13-Nov-14
21-Jul-15
13-Nov-14
21-Jul-15
21-Jul-15
21-Jul-15
21-Jul-15
21-Jul-15
25-June-15
24-Jun-15
21-Jul-15
5-Aug-15
5-Aug-15
5-Aug-15
5-Aug-15
20-Jul-16
20-Jul-16
20-Jul-16
12-Nov-15
22-Jun-16
22-Jun-16
22-Jun-16
22-Jun-16
22-Jun-16
22-Jun-16
9-Nov-15
9-Nov-15
9-Nov-15
9-Nov-15
22-Jun-16
13-Nov-15
13-Oct-16
13-Oct-16
12-Nov-15
10-Nov-15
10-Nov-15
12-Nov-15
12-Nov-15
10-Nov-15
27-Feb-16
20-Jul-16
30-Jun-16
12-Nov-15
20-Jul-16
12-Nov-15
20-Jul-16
20-Jul-16
20-Jul-16
20-Jul-16
20-Jul-16
25-Jun-16
24-Jun-16
20-Jul-16
4-Aug-16
4-Aug-16
4-Aug-16
4-Aug-16
EQUIPMENT WITH BRIEF SPECIFICATION
Quantity
Thermostatic Controlled Oven ( 0 to 300o 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)
4.75,2.36,2.8,2,1.4,1.18,1,0.710,0.600,0.500,0.425,0.355,0.300,0.180,0.150,0.
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
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
Cannonmanning U tube visco meter (6mm u Tube)
Cannonmanning U tube visco meter (13mm u Tube)
Saybolt Visco meter
Modified Marshall Rammers
Modified Marshall Moulds
Standard Marshall Rammers
Standard Marshall Moulds
M/s. SAI MAATARINI TOLLWAYS LIMITED
1
15
1
3
3
173
19
5
1
1
2
5
1
1
1
1
1
1
1
1
3
43
6
33
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 : October - 2015
[
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
42
43
44
45
46
47
48
Description
Quantity
300o
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
3
18
1
1
1
3
1
Description
Quantity
Thermostatic Controlled Oven ( 0 to
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
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
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
Last Date of
Calibration
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
10-Jan-15
11-Jul-15
19-Aug-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
9-Oct-15
12-Aug-15
9-Oct-15
12-Aug-15
25-Sep-15
9-Oct-15
21-Feb-15
21-Feb-15
21-Feb-15
5-Jun-15
1-Jul-15
1-Jul-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
5-Jun-15
29-Sep-15
29-Sep-15
6-Oct-15
5-Jun-15
5-Jun-15
Due Date of
Calibration
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
9-Jan-16
10-Jan-16
18-Feb-16
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
8-Jan-16
11-Nov-15
8-Jan-16
11-Nov-15
24-Dec-15
8-Jan-16
20-Feb-16
20-Feb-16
20-Feb-16
4-Dec-15
1-Jul-16
1-Jul-16
4-Jun-16
4-Dec-15
4-Jun-16
4-Jun-16
4-Dec-15
4-Dec-15
4-Dec-15
4-Jun-16
4-Jun-16
4-Jun-16
4-Jun-16
4-Dec-15
4-Dec-15
4-Dec-15
4-Dec-15
28-Oct-15
28-Oct-15
5-Nov-15
4-Jun-16
4-Jun-16
Last Date of
Calibration
23-Jan-15
23-Jan-15
23-Jan-15
23-Jan-15
23-Feb-15
23-Feb-15
7-May-15
25-Jan-15
23-Feb-15
7-Feb-15
Due Date of
Calibration
22-Jan-16
22-Jan-16
22-Jan-16
22-Jan-16
22-Feb-16
22-Feb-16
6-May-16
24-Jan-16
22-Feb-16
6-Feb-16
Remarks
Lab at Km 94+300
SI.
No.
1
2
3
4
5
6
7
8
9
10
300o
Thermostatic Controlled Oven ( 0 to
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 (15 kg) 0.5 gm accuracy
Electronic balance (5 kg) 0.1 gm accuracy
Electronic balance (600 gm ) 0.01 gm accuracy
CTM for Concrete Strength checking
M/s. SAI MAATARINI TOLLWAYS LIMITED
2
1
1
1
1
2
1
1
1
1
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 : October - 2015
[
SI.
No.
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
Description
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
Concrete Cube moulds ( 100x100x100)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
5
1
1
24
1
1
1
7
1
1
1
1
54
69
32
126
1
1
1
2
45
12
2
1
1
1
1
1
1
3
15
5
18
3
1
Last Date of
Calibration
23-Jan-15
19-Oct-15
2-May-15
27-Aug-15
29-Nov-14
29-Nov-14
10-Jun-15
10-Jun-15
2-Aug-15
2-Aug-15
3-Aug-15
3-Aug-15
10-Jun-15
10-Jun-15
29-Nov-14
23-Oct-15
10-Oct-15
10-Oct-15
10-Jun-15
10-Jun-15
18-Oct-15
19-Jul-15
18-Oct-15
23-Jan-15
23-Jan-15
23-Jan-15
23-Jan-15
23-Jan-15
23-Dec-14
24-Jul-15
24-Jul-15
24-Jul-15
24-Jul-15
21-Oct-14
23-Jan-15
Due Date of
Calibration
22-Jan-16
19-Apr-16
1-Nov-15
26-Aug-16
28-Nov-15
28-Nov-15
9-Jun-16
9-Jun-16
1-Nov-15
1-Nov-15
2-Nov-15
2-Nov-15
9-Jun-16
9-Jun-16
28-Nov-15
23-Apr-16
10-Apr-16
10-Apr-16
9-Jun-16
9-Jun-16
18-Apr-16
18-Jan-16
18-Apr-16
22-Jan-16
22-Jan-16
22-Jan-16
22-Jan-16
22-Jan-16
22-Dec-15
23-Jan-16
23-Jan-16
23-Jan-16
23-Jan-16
20-Oct-16
22-Jan-16
Last Date of
Calibration
23-Feb-15
21-Dec-14
24-Sep-15
13-Nov-14
17-Nov-14
14-Nov-14
14-Nov-14
17-Nov-14
14-Nov-14
22-Oct-14
23-Feb-15
24-Dec-14
20-Jun-15
25-May-15
20-Jun-15
20-Jun-15
20-Jun-15
20-Jun-15
11-Sep-14
20-Mar-15
24-Aug-15
24-Aug-15
17-May-15
24-Aug-15
Due Date of
Calibration
23-Feb-16
21-Dec-15
24-Sep-16
13-Nov-15
17-Nov-15
14-Nov-15
13-Nov-15
16-Nov-15
14-Nov-15
22-Oct-15
23-Feb-16
23-Dec-15
20-Dec-15
25-Nov-15
20-Dec-15
20-Dec-15
20-Dec-15
20-Dec-15
11-Sep-15
20-Mar-16
24-Feb-16
24-Feb-16
17-Nov-15
24-Feb-16
Remarks
Lab at Km 115+500
Sl.
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
Description
300o
Thermostatic Controlled Oven ( 0 to
Capacity) Big
Thermostatic Controlled Oven ( 0 to 300o Capacity) Medium
Digital Water Bath, Capacity-50 Liter
Electronic balance (30 kg )
Electronic balance (75 kg )
Electronic balance (20 kg )
Electronic balance (5 kg)
Electronic balance (200 kg)
Electronic balance (600 gm )
Digital Thermometer, Accuracy-1°C
IS SIEVES (450,300 & 200 MM Dia)
CBR Testing Machine
Proctor mould & rammer(small & big)
Sand Pouring Cylinders with complete set (200mm dia)
CBR moulds
Surcharge weight (2.5 Kg)
Perforated plates
Aluminum containers
Proving Ring (50 KN)
Proving Ring (30 KN)
Vicat Needle Apparatus ( with dash pot)
Cement Mortar Cube Moulds (7.06x7.06x7.06 cm)
Aggregate Impact Value Test Apparatus
Flakiness & Elongation Gauge
M/s. SAI MAATARINI TOLLWAYS LIMITED
Quantity
1
1
1
2
1
1
2
1
1
2
1 Set
1
3
2
18
16
16
226
1
1
1
9
1
1
Remarks
Not in Use
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 : October - 2015
[
Sl.
No.
25
26
27
28
29
30
31
32
33
34
35
36
37
38
Description
Concrete Cube moulds ( 150x150x150)mm
Compression Testing Machine
Slump cone with rod
Cement mortar cube vibrating machine
Soundness apparatus
Ductility Test apparatus (Complete Set)
Ring & ball apparatus electrically operated
Bitumen Penetro meter
Cannonmanning U tube visco meter (6mm u Tube)
Cannonmanning U tube visco meter (12mm u Tube)
Modified Marshall Rammers
Modified Marshall Moulds
Standard Marshall Rammers
Standard Marshall Moulds
M/s. SAI MAATARINI TOLLWAYS LIMITED
Quantity
95
1
10
1
1
1
1
1
1
1
2
15
2
21
Last Date of
Calibration
24-Aug-15
27-Jul-15
24-Aug-15
20-May-15
11-Dec-14
24-Sep-15
25-Dec-14
24-Sep-15
18-Jun-15
18-Jun-15
23-Jun-15
23-Jun-15
20-May-15
20-May-15
Due Date of
Calibration
24-Feb-16
27-Jul-16
24-Feb-16
20-Nov-15
11-Dec-15
24-Sep-16
25-Dec-15
24-Sep-16
18-Jun-16
18-Jun-16
23-Dec-15
23-Dec-15
20-Nov-15
20-Nov-15
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 : October - 2015
[
22. 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
07-Oct-15
1 Month
06-Nov-15
Schwing Stetter, CP30
07-Oct-15
1 Month
06-Nov-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-Oct-15
1 Month
04-Nov-15
4
Hot Mix Plant @ Km 55+800
Sepco 160TPH
06-Oct-15
1 Month
05-Nov-15
5
Concrete Batch mix Plant @ 55+800 LHS
Schwing Stetter, CP60
29-Sep-15
1 Month
28-Oct-15
6
WMM Plant @ 55+800 LHS
Maxmech 200TPH
29-Sep-15
1 Month
28-Oct-15
7
Concrete Batch mix Plant @ 93+600 LHS
Schwing Stetter, CP30
26-Sep-15
1 Month
25-Oct-15
8
WMM Plant @ Km 93+600
Apollo 250TPH
4-Oct-15
1 Month
3-Nov-15
9
Hot Mix Plant @ Km 93+600
Apollo 160TPH
17-Oct-15
1 Month
16-Nov-15
10
WMM Plant @ Km 115+600
Apollo 200TPH
14-Oct-15
1 Month
14-Nov-15
11
Concrete Batch mix Plant @Km 115+200
Schwing Stetter, CP30
10-Oct-15
1 Month
10-Nov-15
12
Hot Mix Plant @ Km 116+280
Apollo 200TPH
29-Oct-15
1 Month
29-Nov-15
13
WMM Plant @ Km 133+200
Condequip-120TPH
31-Oct-15
1 Month
31-Nov-15
14
Hot Mix Plant @ Km 134+300
DMI (ST-2500) 200TPH
13-Oct-15
1 Month
13-Nov-15
15
Concrete Batch mix Plant @Km 146+300
Schwing Stetter, CP30
16
Concrete Batch mix Plant @ Km 151+000
Schwing Stetter, CP30
M/s. SAI MAATARINI TOLLWAYS LIMITED
REMARKS
Breakdown
26-Oct-15
1 Month
26-Nov-15
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 : October - 2015
[
23.
Appendix 5 - Weather Report
Section-I (Km.19+000)
DD-MMYY
Section-I (Km.55+000)
Average
Rainfall
Min
Temp
(˚C)
Max
Temp (˚C)
26-Sep-14
26.90
31.40
27-Sep-14
27.80
30.70
28-Sep-14
27.40
31.00
29-Sep-14
26.90
30.90
30-Sep-14
27.20
31.40
01-Oct-14
27.10
31.90
02-Oct-14
27.40
32.40
03-Oct-14
26.80
31.20
04-Oct-14
27.40
30.40
05-Oct-14
28.10
30.80
06-Oct-14
28.00
31.10
07-Oct-14
26.90
28.90
08-Oct-14
27.40
29.90
09-Oct-14
27.20
30.20
10-Oct-14
27.60
31.00
11-Oct-14
27.70
31.50
12-Oct-14
26.40
30.90
13-Oct-14
27.20
30.20
14-Oct-14
27.20
29.90
15-Oct-14
27.70
30.00
16-Oct-14
28.30
30.50
17-Oct-14
28.40
30.90
18-Oct-14
28.60
31.30
19-Oct-14
28.40
31.10
20-Oct-14
28.30
30.90
21-Oct-14
29.10
31.40
-
-
-
-
-
-
24-Oct-14
29.00
31.40
25-Oct-14
28.70
31.60
22-Oct-14
23-Oct-14
(in mm)
1.90
-
-
Min
Temp
(˚C)
Max
Temp
(˚C)
29.10
37.50
28.80
38.20
28.30
37.50
28.50
37.80
28.30
37.50
28.30
37.50
28.40
39.10
27.50
38.20
28.80
38.10
29.00
36.40
28.20
35.10
27.00
34.70
28.30
35.10
27.00
35.80
27.40
36.20
27.00
36.40
26.90
37.10
26.10
35.10
26.50
35.50
26.70
37.10
26.70
36.20
27.80
36.80
27.00
35.40
27.60
36.90
27.40
36.50
27.80
36.80
26.50
36.00
26.90
36.40
25.20
36.40
25.20
34.70
M/s. SAI MAATARINI TOLLWAYS LIMITED
Section-I (Km.94+000)
Average
Rainfall
(in mm)
2.00
13.00
3.00
3.00
-
Min
Temp
(˚C)
Max
Temp (˚C)
27.60
31.20
27.90
30.90
28.00
31.10
27.20
32.00
28.20
31.80
28.20
32.10
27.10
32.50
26.80
31.90
27.30
31.70
26.90
31.50
27.40
31.80
23.90
29.50
27.30
31.60
26.40
30.70
26.40
30.30
26.50
30.80
26.40
31.00
26.10
30.90
26.90
31.10
26.10
30.80
26.80
30.80
26.30
30.50
25.90
30.20
26.20
30.10
26.10
30.30
26.30
30.70
26.80
31.00
26.40
30.50
25.70
30.10
25.10
30.00
Section- II (Km.115)
Average
Rainfall
(in mm)
3.00
15.40
17.80
-
Min
Temp
(˚C)
Max
Temp (˚C)
24.60
34.90
24.60
34.90
24.80
34.80
25.10
34.90
25.60
35.00
30.80
36.00
30.00
36.00
24.80
34.90
25.30
34.80
25.50
34.90
25.30
33.10
24.80
31.10
25.30
31.40
23.70
34.90
23.70
34.80
24.80
35.00
24.00
34.90
23.70
33.54
24.40
33.40
23.70
34.90
24.20
34.50
23.70
34.30
23.50
34.70
24.40
33.90
24.20
34.20
24.00
33.90
23.90
34.20
24.10
34.00
24.80
33.80
22.10
32.80
Average
Rainfall
(in mm)
4.00
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 : October - 2015
[
24. Appendix 6 – Photographs
DBM 4-laning completed at Km 30+490
DBM laying in progress at Km 52+600 LHS
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 : October - 2015
[
DBM laying at Km 81+030 (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 : October - 2015
[
DBM at Km 154+115 to 158+470 LHS
DBM Temperature Checking and core cutting at Km 154+150 to 154+300 LHS
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 : October - 2015
[
WMM completed at Km 2+900 (RHS) and at Km 117+400 to 117+600 RHS
GSB completed at Km 15+900 (RHS)
Sub-grade at Km 15+750 (RHS
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 : October - 2015
[
Sub-grade in progress at Km 5+665 PUP approach and in Jajpur By-pass
Minor Bridge slab in progress at Km 17+100 LHS
Deck Slab & Crash Barrier in progress MJB at Km 56+800 and Km 83+568
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 : October - 2015
[
MJB at Km 108+085 MNB at Km 95+405
ROB Girder Pier Cap in Progress at Km115+636
Flyover at km125+284 and Major Bridge Girder Pre stressing at Km.151+200
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 114
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 : October - 2015
[
Service Road Drain at Km 20+038 and Median Drain work at Km 87+540
Stone Pitching@ CH-113+500 to 113+600 LHS and Median Drain@ CH- 113+620 To 113+700
M/s. SAI MAATARINI TOLLWAYS LIMITED
Page 115