National Highways Authority of India EPC Agreement

Schedules
Construction of six lane VUP at new Ch.
11+225 km and FLYOVER at new Ch.
14+440 km including Service road and Drains
on Hazira Port – Surat – Gujarat/ Maharashtra
Border section of New NH-53 in the state of
Gujarat.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 1
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex - I
(Schedule-A)

1. Site
The Site for Construction of six lane VUP at new Ch. 11+225 km and six lane FLYOVER
at new Ch. 14+440 km including Service road and is on Hazira Port – Surat – Gujarat/
Maharashtra Border section of New NH-53 in the state of Gujarat. The details of
locations of VUP and Flyover including approaches are in the table given below. The land,
carriageway, and structures comprising the Site are described below.

Sr. No Site Location Length in Km Remarks

1 Hazira Port– Surat Proposed VUP at New Ch. 11+225 km 1.150 -
–Gujarat/ including approaches, service road and
Maharashtra Border drains in the section: Km 10+650 to Km
section of New NH- 11+800 of NH-53
53 (Old NH-6)
Proposed FLYOVER at New Ch. 0.957 -
14+440 km including approaches,
service road and drains in the section:
Km 13+900
to Km 14+857 of NH-53

2. Land
The Site of the Project Highway comprises the land described below:
A. Proposed VUP at New Ch. 11+225 km
S. New LHS Row from RHS Row from Total
Remarks
No. Chainage Median center (mtr) Median center (mtr) ROW
1 10+650 40.353 19.659 60.012 --
2 10+660 40.524 19.483 60.007 --
3 10+670 40.645 19.358 60.003 --
4 10+680 40.717 19.283 60 --
5 10+690 40.76 19.241 60.001 --
6 10+700 40.802 19.198 60 --
7 10+710 40.844 19.156 60 --
8 10+720 40.886 19.114 60 --
9 10+730 40.929 19.072 60.001 --
10 10+740 40.971 19.03 60.001 --
11 10+750 41.013 18.988 60.001 --
12 10+760 41.055 18.945 60 --
13 10+770 41.097 18.903 60 --
14 10+780 41.139 18.861 60 --
15 10+790 41.182 18.819 60.001 --

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 2
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

S. New LHS Row from RHS Row from Total

Remarks
No. Chainage Median center (mtr) Median center (mtr) ROW
16 10+800 41.224 18.777 60.001 --
17 10+810 41.266 18.735 60.001 --
18 10+820 41.308 18.693 60.001 --
19 10+830 41.35 18.65 60 --
20 10+840 41.392 18.608 60 --
21 10+850 41.435 18.566 60.001 --
22 10+860 41.477 18.524 60.001 --
23 10+870 41.519 18.442 59.961 --
24 10+880 41.561 18.44 60.001 --
25 10+890 41.603 18.397 60 --
26 10+900 41.645 18.355 60 --
27 10+910 41.687 18.313 60 --
28 10+920 41.73 18.271 60.001 --
29 10+930 41.772 18.229 60.001 --
30 10+940 41.814 18.187 60.001 --
31 10+950 41.856 18.144 60 --
32 10+960 41.898 18.102 60 --
33 10+970 41.94 18.06 60 --
34 10+980 41.983 18.018 60.001 --
35 10+990 42.025 17.976 60.001 --
36 11+000 42.067 17.934 60.001 --
37 11+010 42.109 17.892 60.001 --
38 11+020 42.151 17.849 60 --
39 11+030 42.193 17.807 60 --
40 11+040 42.236 17.765 60.001 --
41 11+050 42.278 17.723 60.001 --
42 11+060 42.32 17.681 60.001 --
43 11+070 42.362 17.639 60.001 --
44 11+080 42.404 17.596 60 --
45 11+090 42.446 17.554 60 --
46 11+100 42.488 17.512 60 --
47 11+110 42.531 17.47 60.001 --
48 11+120 42.573 17.428 60.001 --

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 3
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

S. New LHS Row from RHS Row from Total

Remarks
No. Chainage Median center (mtr) Median center (mtr) ROW
49 11+130 42.615 17.386 60.001 --
50 11+140 42.657 17.343 60 --
51 11+150 42.699 17.301 60 --
52 11+160 42.741 17.259 60 --
53 11+170 42.784 17.217 60.001 --
54 11+180 42.826 17.175 60.001 --
55 11+190 42.868 17.133 60.001 --
56 11+200 42.91 17.091 60.001 --
57 11+210 42.952 17.048 60 --
58 11+220 42.994 17.006 60 --
59 11+230 43.037 16.964 60.001 --
60 11+240 43.079 16.922 60.001 --
61 11+250 43.121 16.88 60.001 --
62 11+260 43.163 16.838 60.001 --
63 11+270 43.205 16.795 60 --
64 11+280 43.247 16.753 60 --
65 11+290 43.289 16.711 60 --
66 11+300 43.332 16.669 60.001 --
67 11+310 43.374 16.627 60.001 --
68 11+320 43.416 16.585 60.001 --
69 11+330 43.458 16.542 60 --
70 11+340 43.5 16.5 60 --
71 11+350 43.542 16.458 60 --
72 11+360 43.585 16.416 60.001 --
73 11+370 43.627 16.374 60.001 --
74 11+380 43.669 16.332 60.001 --
75 11+390 43.711 16.29 60.001 --
76 11+400 43.753 16.247 60 --
77 11+410 43.795 16.205 60 --
78 11+420 43.838 16.163 60.001 --
79 11+430 43.88 16.121 60.001 --
80 11+440 43.922 16.079 60.001 --
81 11+450 43.964 16.037 60.001 --

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 4
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

S. New LHS Row from RHS Row from Total

Remarks
No. Chainage Median center (mtr) Median center (mtr) ROW
82 11+460 44.006 15.994 60 --
83 11+470 44.048 15.952 60 --
84 11+480 44.09 15.91 60 --
85 11+490 44.133 15.868 60.001 --
86 11+500 44.175 15.826 60.001 --
87 11+510 44.217 15.784 60.001 --
88 11+520 44.259 15.741 60 --
89 11+530 44.301 15.699 60 --
90 11+540 44.343 15.657 60 --
91 11+550 44.386 15.615 60.001 --
92 11+560 44.428 15.573 60.001 --
93 11+570 44.47 15.531 60.001 --
94 11+580 44.512 15.489 60.001 --
95 11+590 44.554 15.446 60 --
96 11+600 44.596 15.404 60 --
97 11+610 44.639 15.362 60.001 --
98 11+620 44.681 15.32 60.001 --
99 11+630 44.723 15.278 60.001 --
100 11+640 44.765 15.236 60.001 --
101 11+650 44.807 15.193 60 --
102 11+660 44.849 15.151 60 --
103 11+670 44.891 15.109 60 --
104 11+680 44.934 15.067 60.001 --
105 11+690 44.976 15.025 60.001 --
106 11+700 45.018 14.983 60.001 --
107 11+710 45.06 14.94 60 --
108 11+720 45.102 14.898 60 --
109 11+730 45.144 14.856 60 --
110 11+740 45.187 14.814 60.001 --
111 11+750 45.229 14.772 60.001 --
112 11+760 45.269 14.732 60.001 --
113 11+770 45.272 14.728 60 --
114 11+780 45.226 14.776 60.002 --

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 5
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

S. New LHS Row from RHS Row from Total

Remarks
No. Chainage Median center (mtr) Median center (mtr) ROW
115 11+790 45.131 14.873 60.004 --
116 11+800 44.988 15.021 60.009 --

B. Proposed FLYOVER at New Ch. 14+440 km

Sr. New RHS ROW from LHS ROW from Total
Remarks
No. Chainage Median Median ROW
1 13+800 46.128 13.872 60 --
2 13+900 45.967 14.033 60 --
3 13+950 45.929 14.072 60.001 --
4 14+000 46.902 13.131 60.033 --
5 14+100 63.161 17.2 80.361 --
6 14+200 67.883 12.233 80.116 --
7 14+300 48.835 11.893 60.728 --
8 14+400 32.355 28.47 60.825 --
9 14+500 18.657 41.477 60.134 --
10 14+600 19.218 40.883 60.101 --
11 14+700 32.001 33.611 65.612 --
12 14+800 33.538 37.462 71 --
13 14+900 33.272 37.729 71.001 --
14 15+000 29.434 30.619 60.053 --
3. Carriageway
The present carriageway of the Project Highway is 2 x 7.00 m wide divided carriageway with
paved shoulders of 1.5 m width on either side in its entire length. The type of the existing
pavement is flexible.
4. Service Roads;
A. Proposed VUP at New Ch. 11+225 km
Chainage (km)
Sr. No Width (mt) Remarks
From To
Nil
B. Proposed FLYOVER at New Ch. 14+440 km
Chainage (km)
Sr. No Width (m.) Remarks
From To
1 13450 14310 5.5 LHS
2 14310 14860 8.00 LHS
3 13400 14480 8.0 RHS

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 6
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

5. Major Bridges
The Site includes the following Major Bridges:
Existing No of Spans
Total
Chainage with Span
Type of Structure Width
Structure Length
Sr. No
Sub Super Remarks
Km Foundation Mt Mt
Structure Structure
NIL

5 Road over-bridges (ROB)/ Road under-bridges (RUB)

The Site includes the following ROB (road over railway line)/RUB (road under railway line):

Existing No of Spans
Sr. Chainage with Span Total
Structure Type of Structure Length ROB/RUB
No Width

Km Foundation Super Structure Mt Mt

NIL

6 Grade separators
The Site includes the following grade separators:

Existing No of Spans
Chainage with Span Total
Sr. Structure Type of Structure Length Remarks
Width
No
Super
Km Foundation M M
Structure
NIL

7 Minor bridges
The Site includes the following minor bridges:
Existing
No of Spans with
Chainage
Type of Structure Span Length
Structure
Sr. No
Sub Super Remarks
Km Foundation M
Structure Structure
NIL

8 Railway level crossings

The Site includes the following railway level crossings:
Sr. No Locations Remarks
NIL

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 7
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

9 Underpasses (vehicular, non-vehicular)

The Site includes the following underpasses:

Existing No of Spans
Chainage Type of Structure with Span Total
Sr. No Structure Length Width Remarks
Super
Km Foundation Mt Mt
Structure
NIL

10 Culverts
The Main carriageway has the following culverts:
A. Proposed VUP at New Ch. 11+225
Existing Structure
Sr. No. Chainage (Km) Structure Type
Diameter
1 10+651 HPC 1 x 0.9m ø
2 11+140 HPC 1 x 0.9m ø
3 11+469 HPC 1 x 0.9m ø
4 11+559 HPC 1 x 0.9m ø
5 11+824 HPC 1 x 0.9m ø

B. Proposed FLYOVER at New Ch. 14+440 km

Existing Structure
Sr. No. Chainage (Km) Structure type
Structure Span (m)
NIL

C. List of Culverts on Service Road

Existing Structure
Sr. No. Chainage (Km) Structure type
Structure Span (m)
NIL

11 Bus bays
The details of bus bays on the Site are as follows:
A. Proposed VUP at New Ch. 11+225 km
Sr. No Chainage (km) Length (m) Left Hand Side Right Hand Side
Nil

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 8
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

B. Proposed FLYOVER at New Ch. 14+440 km

Sr. Length
Chainage (km) Left Hand Side Right Hand Side
No (m)
1 14+090( 14+040 to 14+145) 105 LHS --
2 14+595(14+545 to 14+650) 105 -- RHS

12 Truck Lay byes

The details of truck lay byes are as follows:
Sr. No Chainage (km) Length (m) Left Hand Side Right Hand Side
NIL

13 Road side drains

The details of the roadside drains are as follows:
A. Proposed VUP at New Ch. 11+225 km
Location LHS/RHS/ Type
Sr.No. From Km To Km Both side Masonry/ CC (Pucca) Earthen (Kutcha)
NIL
B. Proposed FLYOVER at New Ch. 14+440 km Main Carriageway:
Location Type
LHS/RHS/ Both
Sr.No. Masonry/ CC Earthen
From Km To Km side
(Pucca) (Kutcha)
1 13+440 14+340 RHS CC --
2 14+725 14+900 RHS CC --
3 13+440 14+900 LHS CC --

14 Junctions
The details of junctions are as follows:
A. Proposed VUP at New Ch. 11+225 km
Location (Km)
Sr. No Types
New Chainage Location
1 11+225 Nr. Reliance Gate No. 2A NA

B. Proposed FLYOVER at New Ch. 14+440 km:

Location (Km)
Sr. No Types
New Chainage Location
1 14+440 Kawaspatia *

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 9
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

15 Bypasses
The details of the existing road sections proposed to be bypassed are as follow:

Name of Carriageway
Chainage (km)
Sr. No bypass Length (in Km)
From to
(town) Width (m) Type

NIL

16 Other structures
(i) Existing Service Roads;
Chainage (km)
Sr. No Width (mt) Remarks
From To
NIL

(ii) Existing Irrigation Minor Canal;

The details of the roadside Irrigation Canal are as follows:
A. Proposed VUP at New Ch. 11+225 km
Location Type of Irrigation Minor Canal
Sr.no. Remarks
From Km To Km Masonry/cc (Pucca) Earthen (Kutcha)
Shifted beyond
1 10+650 11+800 CC (Pucca) --
RoW
B. Proposed FLYOVER at New Ch. 14+440
Location Type of Irrigation Minor Canal
Remarks
Sr.no. From Km To Km Masonry/cc(Pucca) Earthen (Kutcha)
NIL

17. Type of Terrain

The types of terrain through which Project Highway passes are given;.
Existing
Type of
S.No Chainage Location Remarks
Terrain
(km)
Proposed VUP at New Ch. 11+225 km including
Nr. Reliance
1 11+225 Plain approaches, service road and drains in the section:
Gate No. 2A
Km 10+650 to Km 11+800 of NH-53
Proposed FLYOVER at New Ch. 14+440 km
2 14+440 Kawaspatia Plain including approaches, service road and drains in
the section: Km13+900 to Km 14+857 of NH-53

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 10
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex - II (Schedule-A)

Dates for providing Right of Way

The dates on which the Authority shall provide Right of Way to the Contractor on different stretches
of the Site are stated below:
Sr. No. Width (m) Date of Providing Right of Way*
1 As per Point 2 of Annex. I of Schedule A

*The date specified herein shall in no case be beyond 150days after the appointed date.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 11
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex - III (Schedule-A)

Environment Clearances

The following environment clearances have been obtained:

 Environment Clearance is not required as per New Notification of MoEF dated: 22.08.2013.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 12
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - B
(See Clause 2.1)

1 Development of the Project Highway

Development of the Project Highway shall include design and construction of the Project
Highway as described in Schedule-B and in Schedule-C.
2 Description of Project Highway
Construction of six lane VUP at new Chainage 11+225 km and six lane Flyover at new
Chainage 13+900including its approaches, RE wall, service road and Drain as described in
Annex-I of this Schedule-B and in Schedule-C.
3 Specifications and Standards
The Project Highway shall be designed and constructed in conformity with the Specifications
and Standards specified in Annex-I of Schedule-D.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 13
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex - I (Schedule-B)

Description of Project

Construction of six lane VUP at chainage 11+225 km and six lane FLYOVER at chainage 14+440 km
including approaches and service/slip roads and drains etc.as described in Annex-I of this Schedule-B
and in Schedule-C.

Sr. no Site Location Length in Km Remarks

Proposed VUP at New Ch. 11+225
km
1 Hazira Port– Approaches in the section: Km 1.150 -
Surat –Gujarat/ 10+650 to Km 11+800 of new NH-
Maharashtra 53
Border section of Proposed FLYOVER at New Ch.
New NH-53 (Old 14+440 km
2 NH-6) 0.957 -
Approaches in the section: Km
13+900 to Km 14+857 of new NH-
53

1 Widening of the Existing Highway

1.1 Widening of existing highway from four lane to six lane shall be carried out as specified in
the following table: appendix B-I of this schedule.
Stretches(Km) Width
Sr. No. Length(in Km)
From To (in Meter)
NIL

1.2 Width of Carriageway

(a) The width of carriageway and cross-sectional configuration of Six lane VUP &
FLYOVER shall be as specified in indicative TCS given in Annex I of schedule B.
(Specifications of 6 laning Manual shall govern)
(b) Except as otherwise provided in this Agreement, the width of the paved carriageway and
cross-sectional features shall conform to paragraph 1.1 above.
2 Geometric Design and General Features
(i) General
The structure shall be constructed w.r.t available ROW which may be eccentric w.r.t existing
alignment. Structural / Geometric design and general features for the Construction of six lane
VUP at new Ch. 11+225 and six lane FLYOVER at new Ch. 14+440 including service road
and Drain, on Hazira Port– Surat –Gujarat/ Maharashtra Border section of New NH-53 in the
state of Gujarat shall be in accordance with section 2 of the Manual.
(ii) Design speed
The minimum design speed shall be as follows:

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 14
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Design Speed
Sr. no Location Terrain
(kmph)
Proposed VUP at New Ch. 11+225 km
1 Approaches in the section: Km 10+650 to Km 80/100 Plain
11+800 of new NH-53
Proposed FLYOVER at New Ch. 14+440 km
2 Approaches in the section: Km 13+900 to Km 100 Plain
14+857 of new NH-53

(iii) Improvement of the existing road geometrics

(a) In the following stretches, where improvement of the existing road geometrics to the
prescribed standard is not possible, the existing road geometrics shall be improved to the
extent possible within the given right of way and proper signs and safety measures shall be
provided:

S. Existing Chainage Design Chainage Length Type of

Remarks
No. From To From To (Km) Deficiencies

1. It is mandatory to match level of minor roads with level of proposed underpass and
service road, in accordance to present site condition.
2. The VUP and Flyover may be eccentric w.r.t the existing alignment so as to facilitate
construction of service roads on either side for diversion of traffic. The contractor has
to assess the alignment based on site conditions, in case the alignment of newly
proposed VUP and Flyover are eccentric, the shifting shall be gradual and necessary
considerations have to be taken for matching with the existing highway at both the
approaches.

(b) Ground Improvement

 In the following sections, where improvement of the existing Ground for
Bridge/Structures Approaches are necessary , the existing Ground shall be improved to
the extent possible within the given right of way with safety measures shall be provided:
 Improvement of existing Ground by provision of stone column beyond the RE wall height
of 4mt.
 Improvement of existing Ground by suitable measures as prescribed in IRC/MoRTH
guideline for RE Wall up to height of 4mt.
 Detailed design and drawing will be submitted by EPC contractor to Authority
engineer/Authority prior to execution on site.
(iv) Right of Way
Details of the Right of Way i.e. available ROW is as per given in annexure I of schedule A.
(v) Type of shoulders
(a) In built-up sections, footpaths/fully paved shoulders shall be provided as provision of
shown in indicative TCS given in per Annexure-I of Schedule B (Specifications of 6
laning manual shall govern)
(b) Design and specifications of paved shoulders and granular material shall conform to the
requirements specified in paragraphs 5.10 and 5.11 of the Manual.
(vi) Lateral and vertical clearances
(a) Lateral and vertical clearances at underpasses and provision of guardrails/crash barrier
shall be as per the provision of section 2.10 of the Manual.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 15
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

(b) Lateral Clearance: The width of the opening at the VUP and Flyover shall be as follows:

Location (Design Span

Sr. No. Type Clear Height(m)
Chainage) Arrangement
VUP with minimum Vertical Clearance
1 11+225 Km 1 x 25
5.5 m
FLYOVER with minimum Vertical
2 14+440 Km 4 x 35
Clearance 5.5 m

(vii) Lateral and vertical clearances at overpass

(a) Lateral and vertical clearances at overpass shall be as per the provision of section 2.11 of
the Manual.
(b) Lateral Clearance: The width of the opening at the overpass shall be as follows:

Sr. No. Location (Chainage) From km to km Span/opening (m) Remarks

NA

(viii) Service/ Slip Roads

Service/slip roads shall be constructed at the following locations and for the lengths indicated
below:
A. Proposed VUP at New Ch. 11+225 km,
Stretches (Km)
Sr. No. Length (in Km) Width (in Meter)
From To
1 10+680 11+765 1.085 (BHS) 7.5 m

B. Proposed FLYOVER at New Ch. 14+440 km,

Stretches (Km)
Sr. No. Length (in Km) Width (in Meter)
From To
1 13+825 14+932 1.107 (BHS) 7.5

The EPC Contractor has to match the Service/Slip road by taking provisions of Entry & Exist
Ramp as per specification & standard given In the Manual. The Entry/Exist ramp should be
matched by the EPC Contractor without any Change of Scope with existing 4 Lane Project.
Part width of Service Road is constructed at the Site by the Existing EPC Contractor; Hence,
the EPC Contractor have to construct the complete Service Road as specified in the Typical
Cross Section and this also includes junction development as per Manual. Any increase in
length of road due to site requirement will not constitute Change of Scope.
(ix) Grade separated structures
(a) Grade separated structures shall be provided as per paragraph 2.13 of the Manual.
The requisite particulars are given below:

Sr. No. Location of Length (m) Number and Approach gradient Remarks, if
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 16
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

length of spans
structure any
(m)
25 m
- Proposed
Ch. 11+225 Km opening +
VUP at
1 nr. Reliance approx. 888 1 x 25 As per Manual
New Ch.
Logistic Park m approach
11+225
length
140 m Proposed
opening + FLYOVE
Ch. 14+440 Km
2 approx. 890 4 x 35 As per Manual R at New
near Kribhko
m approach Ch.
length 14+440
(b) In the case of grade separated structure, the type of structure and the level of the
proposed project shall be as follows:

Type of Cross road at

Sr.
Location structure Existing Raised Lowered Remarks, if any
No.
Length (m) Level Level Level
Proposed VUP at New
1 Ch. 11+225 Km
In accordance with standard geometric Ch. 11+225
provision of IRC/MoRTH Proposed FLYOVER
2 Ch. 14+440 Km
at New Ch. 14+440

(x) Cattle and pedestrian underpass/overpass

Cattleandpedestrianunderpass/overpassshallbeconstructedasfollows: (Refer to section 2.13.4
of the Manual)
S. No Location Type of crossing Remarks
-Nil-

(xi) Typical cross-sections of the Project (TCS and GAD are indicative; Six Lanning
manual shall govern in all aspects.)
1. Proposed VUP at New Ch. 11+225 km, Approaches in the section: Km 10+650 to
Km 11+800 of new NH-53
(a) Typical Cross-section of VUP at Ch. 11+225

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 17
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 18
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

(b) Cross –Section Schedule

Design Chainage(Km.) Length
S. No TCS TCS Type
From To Km
VUP with approaches, service
1 10+650 11+800 1.150 VUP
roads, footpath and drain
2. Proposed FLYOVER at New Ch. 14+440 km, Approaches in the section: Km 13+900
to Km 14+857 of new NH-53
(a) Typical Cross-section of Flyover at Ch. 14+440

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 19
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

(b) Cross –Section Schedule

Design Chainage(Km.) Length
S. No TCS TCS Type
From To Km
FLYOVER with approaches, service
1 13+900 14+857 0.957 FLYOVER
roads, footpath and drain

3 Intersections and Grade Separators

All intersections and grade separators shall be as per the provision of Section 3 of the Manual.
Existing intersections which are deficient shall be improved to the prescribed standards.
Properly designed intersections shall be provided at the locations and of the types and features
given in the tables below:
(i)
At-grade intersections
(a) Major Intersections
Existing Design Chainage Type of Side (Left/Right/ Town/ Settlement/
Sr. No.
Chainage (km) (km) Junction Both) Village
NIL

(b) Minor Intersections

S. No. Existing Chainage (km) Junction Type Link / Approach to
NIL

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 20
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

(ii)
Grade separated intersection with approaches
Location Span
Road to be carried
arrangement/ Carriageway
Sr. No. Structure type over / under
From To Approach width
structures
length (m)
The grade separated structures shall be as specified in Para 2(ix)(a) of Annexure I of schedule B.

4 ROAD EMBANKMENT AND CUTSECTION

Widening and improvement of the existing road embankment/cuttings and construction of
new road embankment/cuttings shall conform to the Specifications and Standards given in
section 4 of the Manual and the specified cross - sectional details. Deficiencies in the plan
and profile of the existing road shall be corrected.
Raising of the existing road:
Road is not in the cutting and no need of raising in the project road alignment. In the approach
to the structure, high embankment shall be as per requirement to achieve FRL in the approach
sections (Refer to the provision of section 4.2.1 of the Manual)
Existing km Design Chainage
S.No. Length Extent of Raising
From To From To
As per Plan & Profile

5 Pavement design
5.1 Pavement design shall be carried out in accordance with Section 5 of the Manual.
5.2 Type of pavement
Flexible Pavement: - Flexible Pavement shall be constructed for Main carriageway
Rigid Pavement:- Rigid Pavement shall be constructed for Service roads
5.3 Design requirements
(i) Design Period and strategy
Flexible pavement for new pavement or for widening and strengthening of the existing
pavement shall be designed for a minimum design period of 15 years as per IRC: 37:2018.
Stage construction shall not be permitted.
(ii) Design Traffic
Notwithstanding anything to the contrary contained in this Agreement or the Manual, the
Contractor shall design the new pavement for minimum design traffic of 150 million standard
axles and overlay on existing bituminous surface shall be done for design traffic of 100
million standard axles. The design traffic in case of service road shall be as per clause 5.5.5 of
IRC: SP: 87-2019. The minimum thickness however, is specified in 5.3 (iii) below should
executed.
(iii) Design Requirements
Minimum thickness of flexible pavement to be adopted for new pavement/
reconstruction/widening shall be as given under for a minimum effective CBR of 8%.
Minimum crust design for service road and main carriageway shall be as per table below:-
Minimum Crust Composition of rigid pavement
Sr. No. Description
on service road
1 PQC 300 mm
2 DLC 150 mm

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 21
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Minimum Crust Composition of rigid pavement

Sr. No. Description
on service road
3 GSB 200 mm
4 Subgrade 500 mm

Minimum Crust Composition of flexible pavement on

Sr. No. Description
MCW
1 BC 50 mm
2 DBM 150 mm
3 WMM 250 mm
4 GSB 200 mm
5 Subgrade 500 mm
Note: The above-mentioned thicknesses are the minimum thicknesses that the contractor
should execute, and if the design, as per the manual, specifies additional thickness, then the
same shall be incorporated in the execution. However, if a contractor is willing to
incorporate any new technology as per the latest MoRTH circular, then also minimum
thickness of all layers must be followed.
5.4 Reconstruction of stretches
The following stretches of the existing road shall be reconstructed. These shall be designed as
new pavement. (Refer to the provision of section 5.9.4 of the Manual)
Design Chainage
Length (m) Reconstruction
From To
-Nil-

6 ROADSIDE DRAINAGE
Drainage system including surface and subsurface drains for the Project Highway shall be
provided as per Section 6 of the Manual.
Design Chainage (km) Length
Sr. No. Side Remarks
From To (m)

1 10+680 11+765 1.085 BHS - Proposed VUP at New Ch. 11+225

Proposed FLYOVER at New Ch.
2 13+825 14+932 1.107 BHS
14+440
Any increase in length of drain shall not constitute Change of Scope
7 DESIGN OF STRUCTURES
7.1 General
7.1.1 All bridges, culverts and structures shall be designed and constructed in accordance with
section 7 of the Manual and shall conform to the cross- sectional features and other details
specified therein.
7.1.2 Width of the carriageway of new bridges and structures shall be as follows:

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 22
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Sr No. Bridge at km Width of carriage way and cross-sectional features

NIL
7.1.3 The following structures shall be provided with footpaths:
Sr. No. Location at km Remarks
NIL

7.1.4 All bridges shall be high-level bridges.

7.1.5 The following structures shall be designed to carry utility services specified in table below:
Sr. No. Bridge at km Utility service to be carried Remarks
NIL

7.2 Culverts
7.2.1 Overall width of all culverts shall be equal to the roadway width of the approaches.
7.2.2 Reconstruction of existing culverts:
A. Proposed VUP at New Ch. 11+225 km,
Sr. No. Culvert location Span/Opening Remarks, if any*
1 11+140 HPC of 0.9 ø meter
Reconstruction as per requirement of the
2 11+469 HPC of 0.9 ø meter project and in accordance with the
provisions of Manual
3 11+559 HPC of 0.9 ø meter

B. Proposed FLYOVER at New Ch. 14+440,

Sr. No. Culvert location Span/Opening Remarks, if any*
1 14+320 HPC of 0.9 ø meter Reconstruction as per requirement of the
project and in accordance with the
2 14+625 HPC of 0.6 ø meter provisions of Manual
Any increase in length of HP culvert shall not constitute Change of Scope.
7.2.3 Widening of existing culverts
All existing culverts which are not to be reconstructed shall be widened to the roadway width
of the Project Highway as per the typical cross section given in section 7 of the Manual.
Repairs and strengthening of existing structures where required shall be carried out.
A. Proposed VUP at New Ch. 11+225 km,
Culvert location Type, span, height and width of Repairs to be carried
Sr. No.
Chainage (Km) existing culvert out
1 10+651 HPC, 0.90m ø Widening
2 11+824 HPC, 0.90m ø Widening
B. Proposed FLYOVER at New Ch. 14+440km ,
Culvert location Type, span, height and width of Repairs to be carried
Sr. No.
Chainage (Km) existing culvert out
1 13+917 HPC, 1 x 0.90m ø Widening
Any increase in length of HP culvert shall not constitute Change of Scope.
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 23
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

7.2.4 Additional new culverts shall be constructed as per particulars given in the table below:
Culvert location Span/Opening
Sr. No. Culvert Type
Chainage (Km) (m)
-NIL-

7.2.5 Repairs/replacements of railing/parapets, flooring and protection works of the existing

culverts shall be undertaken as follows:
Sr. No. Location at km Type of repair required
NIL

7.2.6 Floor protection works shall be as specified in the relevant IRC Codes and Specifications.
7.3 Bridges
7.3.1 Existing bridges to be re-constructed/widened
[(i) The existing bridges at the following locations shall be re-constructed as new Structures:]
Adequacy or otherwise of
Bridge location Salient details of
Sr. No. the existing waterway, Remarks
(km) existing bridge
vertical clearance, etc*
-Nil-
*Attach GAD

(ii) The following narrow bridges shall be widened:

vertical clearance, etc*
Name of River & Type

Type of Structure-Salient details of

Existing waterway,

existing bridge
of Crossing
Chainage

Remarks
Super structure

Arrangement
Substructure

Foundation

Sr. No
Span

NIL

7.3.2 Additional new bridges

New bridges at the following locations on the Project Highway shall be constructed. GADs for
the new bridges are attached in the drawings folder.
Sr. No. Location (km) Total length (m) Remarks, if any
NIL
7.3.3 The railings of existing bridges shall be replaced by crash barriers at the following locations:
Sr. No. Location at km Remarks
NIL

7.3.4 Repairs/replacements of railing/parapets of the existing bridges shall be undertaken as

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 24
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

follows:
Sl. No. Location at km Remarks
NIL

7.3.5 Drainage system for bridge decks

An effective drainage system for bridge decks shall be provided as specified in paragraph7.21
of the Manual
7.3.6 Structures in marine environment
[Refer to paragraph 7.22 of the Manual and specify the necessary measures / treatments for
protecting structures in marine environment, where applicable]
7.4 Rail-road bridges
7.4.1 Design, construction and detailing of ROB/RUB shall be as specified in section 7 of the
Manual. [Refer to paragraph 7.19 of the Manual and specify modification, if any]
7.4.2 Road over-bridges
Road over-bridges (road over rail) shall be provided at the following level crossings, as per
GAD drawings attached:
Sl. No. Location of Level crossing (chainage km) Length of bridge (m)
NIL
7.4.3 Road under-bridges
Road under-bridges (road under railway line) shall be provided at the following level
crossings, as per GAD drawings attached:
Number and
Sl. No. Location of Level crossing (chainage km)
length of span (m)
NIL

7.5 Grade separated structures

The grade separated structures shall be provided at the locations and of the type and length
specified in paragraphs 2.9 and 3 of this Annex-I.
7.6 Repairs and strengthening of bridges and structures
The existing bridges and structures to be repaired/strengthened, and the nature and extent of
repairs /strengthening required are given below:
A. Bridges
Sl. No. Location of bridge (km) Nature and extent of repairs /strengthening to be
NIL

B. ROB /RUB
Nature and extent of repairs/strengthening to be
Sr. No. Location of ROB/RUB (km)
carried out
NIL

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 25
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

C. Overpasses/Underpasses and other structures

Nature and extent of repairs/ strengthening
Sl. No. Location of Structure(km)
to be carried out
NIL

7.7 List of Major Bridges and Structures

The following is the list of the Major Bridges and Structures:
Sr. No. Location
Construction of six lane VUP including Service road and Drains at new Ch. 11+225
1. km on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat.
Construction of six lane FLYOVER including Service road and Drains at new Ch.
2. 14+440 km on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New
NH-53 in the state of Gujarat.

8 Traffic Control Devices and Road Safety Works

Traffic control devices and road safety works shall be provided in accordance with the
provisions of Section 9 of the Manual.
(i) Traffic Signs:
Traffic signs include roadside signs, overhead signs and curb mounted signs along the entire
project highway.
(ii) Pavement Marking
Pavement marking shall cover road marking for entire project highway.
(iii) Safety Barrier
Provide W-beam crash barrier along the project highway at the locations suggested in
Schedule.
(iv) Specifications of the reflecting sheeting shall be as per Section 9 of IRC: SP 87-2019
Retro-reflective sheeting of high intensity grade with encapsulated lens or with micro
prismatic retro reflective element in accordance with ASTM Standard D 4956-04 and as per
IRC: 67-2022.
(v) Convex subway mirror on either end of VUP and FLYOVER, (two sets etc.) as per
standard specifications of IRC shall be provided in consultation with AE/ PIU ..
9 Roadside Furniture
Roadside furniture shall be provided in accordance with the provisions of Section 9 of the
Manual.
(i) Traffic Signs: Traffic signs shall be provided at per Specification & Manual.
a. Cantilever Overhead signs: 4 nos. for each grade separated structure.
(ii) Delineators:
Delineators for the entire Project Highway at the locations as suggested in Schedule D.
(iii) Blinkers: 2 Nos., minimum for each grade separated structure.
Any increase in qty. as directed by Authority Engineer shall not constitute Change of Scope
10 Compulsory Afforestation
As per forest Conservation Act, ten times the no. of trees to be planted for 1 no. tree cut. Tree
plantation shall be as per the Manual of Specifications &IRC SP21.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 26
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

11 Hazardous Locations
Road Side safety barriers shall be provided at all locations of hazards such as high
embankment, road side obstacles, sharp curves, VUP, FLYOVER and bridge approaches,
overpasses, ROB and any other locations identified in consultation with Authority Engineer
during the execution of the project highway.
12 Special Requirements for Hill Roads
Nil, the road does not pass-through hilly terrain.
13 Change of Scope
The length of Structures and bridges specified hereinabove shall be treated as an approximate
assessment. The actual lengths as required on the basis of detailed investigations shall be
determined by the Contractor in accordance with the Specifications and Standards. Any
variations in the lengths specified in this Schedule-B shall not constitute a Change of Scope,
save and except any variations in the length arising out of a Change of Scope expressly
undertaken in accordance with the provisions of Article 13.
14 Utility Shifting
Shifting of obstructing overhead utilities are to be identified by the bidder before submitting
bid for shifting to appropriate location in accordance with the standards and specifications of
concerned Utility Owning Department is part of the scope of work of the Contractor. The
bidders may visit the site and assess the quantum of shifting of utilities for the project before
submission of their bid. The specifications of concerned Utility Owning Department shall be
applicable and followed.
Note I:-
A The type/spacing/size / specifications of poles / towers / lines/cables to be used in shifting
work shall be as per the guidelines of Utility Owning Department and it is to be agreed solely
between the Contractor and the Utility Owning Department. Except for undetected
underground utilities at the time of bidding, no change of scope shall be admissible and no
cost shall be paid for using different type/spacing/ size/specifications in shifted work in
comparison to those in the existing work or for making any overhead crossings to
underground as per requirement of Utility Owning Department and / or construction of
project highway. The Contractor shall carry out joint inspection with Utility Owning
Department and get the estimates from Utility Owning Department. The assistance of the
Authority is limited to giving forwarding letter on the proposal of Contractor to Utility
Owning Department whenever asked by the Contractor .The decision / approval of Utility
owning Department shall be binding on the Contractor.
B. The supervision charges at the rates /charges applicable of the Utility Owning Department
shall be paid directly by the Authority to the Utility owning Department as and when
Contractor furnishes demand of Utility Owning Department along with a copy of estimated
cost given by the latter.
C. The dismantled material/scrap of existing Utility to be shifted / dismantled shall belong to
the Contractor who would be free to dispose-off the dismantled material as deemed fit by
them unless the Contractor is required to deposit the dismantled material to Utility Owning
Department as per the norms and practice and, in that case the amount of credit for
dismantled material may be availed by the Contractor as per the estimate agreed between
them.
D. The utilities shall be handed over after shifting work is completed to Utility Owning
Department to their entire satisfaction. The maintenance liability shall rest with the Utility
Owning Department after handing over process is complete as far as utility shifting works are
concerned.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 27
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - C
(See Clause 2.1)

PROJECT FACILITIES

1 Project Facilities
The Contractor shall construct the Project Facilities described in Annexure-I to form part of
the six lane Project Highway. The Project Facilities shall include:
(a) Roadside furniture;
(b) Lighting;
1. Street Light
2. Under Light
3. High Mast
(c) Landscaping and tree plantation
(d) Utilities
2 Project Facilities for Six Lanning
Project Facilities forming part of Six-Lanning are to be completed on or before the Project
Completion Date have been described in Annex-I of this Schedule-C.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 28
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex - I (Schedule-C)

1 Project Facilities
The Concessionaire shall construct the Project Facilities described in this Annex-I to form
part of the six lanes Project Highway. Each of the Project Facilities is briefly described
below:
a. Road side Furniture
The provision of rod side furniture shall be finalized as per Manual of Specifications and in
consultation with the Independent Consultant/ Engineer.
(i) Traffic Signs and Pavement Marking
Traffic signs and pavement markings shall include Mandatory signs, Regulatory signs,
Facility Informatory sign, Direction informatory sign, Place identification sign, Chevron sign
etc. and road marking along the Project Highway. The design and provision of road signs and
marking for the Project Highway shall be as per the design standard indicated in Schedule –D
and the location for various treatments shall be finalized in consultation with the Independent
Engineer. Adequate number of road studs and delineators demarcating the edge lines, lane
markings, junctions shall be provided to ensure safety of pedestrians &vehicular traffic.
(ii) The Cat eyes/ Road studs (Solar Cat-eyes) shall be provided to improve the visibility
in night –time and wet weather conditions. These shall be prismatic retro-reflective type two
may markers conforming ASTM D4280.
Solar studs shall be provided for location uncontrolled pedestrian crossings and approach side
of major minor junctions 5 m spacing on carriageway markings,
 White color road studs shall be used locations where lane marking is in white color.
 Amber color shall be used where lane markings is in amber color.
 Red color may be used to indicate no entry as also edge markings.
(iii) Concrete crash barrier along the main carriageway on shoulder side and metal beam
crash barrier along median with antiglare.
(iv) Traffic safety devices where required.
(v) Hectometer / Kilometer stones.
(vi) Traffic blinker signals (LED) at intersections and at diverging portion of the VUP &
flyover where required.
b. Street Lighting/High mast / Under Light
Lighting shall be provided at following locations.
1. Top and underside of grade separated structures including flyovers as well as
underpass.
2. All service roads in built up area.
3. High Mast of Flyovers/ intersections
c. Landscaping and Tree Plantation
Landscaping of the highway shall be done on, but not limited to, to the following:
1. Median
Drip irrigation system for median plantation on NH-53 by gravity/pressure sources with all
necessary components/systems and emitting devices at plants
2. At other locations to enhance aesthetics
d. Water Harvesting system: At suitable locations in accordance to standard
specifications and as per directed by Authority engineer.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 29
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

e. Others
The facilities shall be provided as per Contract Agreement and “Manual of Specification and
Standards for six laning of highways”
f. Utilities.
Provision for accommodating utilities shall be made over as well as underground within
utility corridor on either side of the project highway.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 30
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - D
(See Clause 2.1)
SPECIFICATIONS AND STANDARDS

1 Construction
The Contractor shall comply with the Specifications and Standards set forth in Annex-I of this
Schedule-D for construction of the Project Highway.
2 Design Standards
The Project Highway including Project Facilities shall conform to design requirements set out
in the following documents:
Manual of Specifications and Standards for Six Laning of Highways (IRC: SP: 87-2019),
referred to herein as the Manual.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 31
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex - I
(Schedule-D)

Specifications and Standards for Construction

1.
Specifications and Standards
All Materials, works and construction operations shall conform to the Manual of
Specifications and Standards for six Laning of Highways (IRC: SP: 87-2019), referred to as
the Manual, and MORTH Specifications for road and Bridge Works. Where the specification
for a work is not given, Good Industry Practice shall be adopted to the satisfaction of the
Authority’s Engineer.
2.
Deviations from the Specifications and Standards
i. The terms “Concessionaire”, “Independent Engineer” and “Concession Agreement” used
in the Manual shall be deemed to be substituted by the terms “Contractor”, “Authority’s
Engineer” and “Agreement “respectively.
ii. Notwithstanding anything to the contrary contained in Paragraph 1 above, the
following Specifications and Standards shall apply to the Project Highway, and
forpurposesofthisAgreement,theaforesaidSpecificationsandStandardsshallbe deemed to
be amended to the extent set forth below:
Deviations from the aforesaid Specifications and Standards;
No deviations, TCS and GAD are indicative; Six Lanning manual shall govern in all aspects.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 32
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - E
(See Clauses 2.1 and 14.2)

MAINTENANCE REQUIREMENTS

1. Maintenance Requirements
1.1 The Contractor shall, at all times maintain the Project Highway in accordance with the
provisions of this Agreement, Applicable Laws and Applicable Permits.
1.2 The Contractor shall repair or rectify any Defect or deficiency set forth in Paragraph 2 of this
Schedule-E within the time limit specified therein and any failure in this behalf shall
constitute non-fulfilment of the Maintenance obligations by the Contractor. Upon occurrence
of any breach hereunder, the
Authority shall be entitled to effect reduction in monthly lump sum payment as set forth in
Clause 14.6 of this Agreement, without prejudice to the rights of the Authority under this
Agreement, including Termination thereof.
1.3 All Materials, works and construction operations shall conform to the MORTH Specifications
for Road and Bridge Works, and the relevant IRC publications. Where the specifications for a
work are not given, Good Industry Practice shall be adopted.
2. Repair/rectification of Defects and deficiencies
The obligations of the Contractor in respect of Maintenance Requirements shall include repair
and rectification of the Defects and deficiencies specified in Annex - I of this Schedule-E
within the time limit set forth therein.
3. Other Defects and deficiencies
In respect of any Defect or deficiency not specified in Annex - I of this Schedule-E, the
Authority’s Engineer may, in conformity with Good Industry Practice, specify the permissible
limit of deviation or deterioration with reference to the Specifications and Standards, and any
deviation or deterioration beyond the permissible limit shall be repaired or rectified by the
Contractor within the time limit specified by the Authority’s Engineer.
4. Extension of time limit
Notwithstanding anything to the contrary specified in this Schedule-E, if thenature and extent
of any Defect or deficiency justifies more time for its repair or rectification than the time
specified herein, the Contractor shall be entitled to additional time in conformity with Good
Industry Practice. Such additional time shall be determined by the Authority’s Engineer and
conveyed to the Contractor and the Authority with reasons thereof.
5. Emergency repairs/restoration
Notwithstanding anything to the contrary contained in this Schedule-E, if any Defect,
deficiency or deterioration in the Project Highway poses a hazard to safety or risk of damage
to property, the Contractor shall promptly take all reasonable measures for eliminating or
minimizing such danger.
6. Daily inspections by the Contractor
The Contractor shall, through its engineer, undertake a daily visual inspection of the Project
Highway and maintain a record thereof in a register to be kept in such form and manner as the
Authority’s Engineer may specify. Such record shall be kept in safe custody of the Contractor
and shall be open to inspection by the Authority and the Authority’s Engineer at any time
during office hours.
7. Pre- monsoon inspection / Post-monsoon inspection
The Contractor shall carry out a detailed pre-monsoon inspection of all bridges, culverts and
drainage system before [1st June] every year in accordance with the guidelines contained in
IRC: SP35. Report of this inspection together with details of proposed maintenance works as

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 33
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

required on the basis of this inspection shall be sent to the Authority’s Engineer before the
[10th June] every year. The Contractor shall complete the required repairs before the onset of
the monsoon and send to the Authority’s Engineer a compliance report. Post monsoon
inspection shall be done by the [30th September] and the inspection report together with
details of any damages observed and proposed action to remedy the same shall be sent to the
Authority’s Engineer.
8. Repairs on account of natural calamities
All damages occurring to the Project Highway on account of a Force Majeure Event or
default or neglect of the Authority shall be undertaken by the Authority at its own cost. The
Authority may instruct the Contractor to undertake the repairs at the rates agreed between the
Parties.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 34
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex – I
(Schedule-E)
Repair/rectification of Defects and deficiencies

The Contractor shall repair and rectify the Defects and deficiencies specified in this Annex-I of
Schedule-E within the time limit set forth in the table below.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 35
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Table -1: Maintenance Criteria for Pavements:

Freque Maintena
Time limit for
Level of Service ncy of Tools/Equip Standards and References for nce
Rectification/
(LOS) Inspect Ment Inspection and Data Analysis Specificati
Repair
ion ons
Perform

ance
Paramet Accepta
Desirable
Asset Type er ble

Flexible < 0.1 %

Length
Pavement of area Measuremen IRC 82: 2015 and Distress Identification
and Manual for Long Term Pavement MORT&H
t Unit like
(Pavement subject to Performance Program, FHWA 2003 24-48 hours Specificatio
of MCW, limit of Scale, Tape, (http://www.tfhrc.com/pavement/lttp/ n 3004.2
odometer
Service 10 mm in reports/03031/)
etc.
Road, Potholes Nil depth Daily
approache

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 36
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Freque Maintena
Time limit for
Level of Service ncy of Tools/Equip Standards and References for nce
Rectification/
(LOS) Inspect ment Inspection and Data Analysis Specificati
Repair
ion ons
Perform

ance
Paramet Accepta
Desirable
Asset Type er ble

s of Grade
structure, <5%
approache subject to
s of limit of MORT&H
connecting 0.5 sqm 7-15 days Specificatio
roads, slip for any n 3004.3
roads, lay 50 m
byes etc. Cracking Nil length Daily

as
applicable
MORT&H
)
< 5 mm 15 -30 days Specificatio
Rutting Nil Daily Straight Edge n 3004.2

Corrugatio
ns and < 0.1 % Length 2-7 days IRC:82-
of area Measuremen 2015

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 37
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Shoving Nil Daily t Unit like

Freque Maintena
Time limit for
Level of Service ncy of Tools/Equip Standards and References for nce
Rectification/
(LOS) Inspect ment Inspection and Data Analysis Specificati
Repair
ion ons
Perform

ance
Paramet Accepta
Desirable
Asset Type er ble

Scale, Tape,
MORT&H
odometer
< 1 % of
area 3-7 days Specificatio
etc.
Bleeding Nil Daily n 3004.4

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 38
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

IRC:82-
Ravelling < 1 % of 2015 read
7-15 days
/ area with IRC SP
Stripping Nil Daily 81

< 1 m for any 100 m section

and IRC:82-
7- 15 days
Edge width < 2015
0.1 m at
Deformati
any
on/
location,
Breaking Nil Daily
restricte

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 39
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Freque Maintena
Time limit for
Level of Service ncy of Tools/Equip Standards and References for nce
Rectification/
(LOS) Inspect ment Inspection and Data Analysis Specificati
Repair
ion ons
Perform

ance
Paramet Accepta
Desirable
Asset Type er ble

d to 30
cm from
the edge

Bi-
Roughness 2000 2400 IRC:82-
Class I
BI mm/km mm/km Annuall 180 days 2015
y Profilometer Class I Profilometer : ASTM E950 (98)

:2004 –Standard Test Method for

SCRIM
measuring Longitudinal Profile of
Bi- (Sideway-
Skid 50SN Annuall Travelled Surfaces with Accelerometer 180 days BS: 7941-1:

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 40
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Established Inertial Profiling Reference

force
Number 60SN y 2006
Coefficient ASTM E1656 -94: 2000- Standard Guide

for Classification of Automatic Pavement

Routine
Pavement Bi- Investigation Condition Survey Equipment
IRC:82-
Condition 3 2.1 Annuall Machine or 180 days
2015
Index y equivalent)

Freque Maintena
Time limit for
Level of Service ncy of Tools/Equip Standards and References for nce
Rectification/
(LOS) Inspect ment Inspection and Data Analysis Specificati
Repair
ion ons
Perform

ance
Paramet Accepta
Desirable
Asset Type er ble

Other Bi-
IRC:82-
Pavement Annuall 2-7 days 2015
Distresses y

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 41
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Falling
Deflection/
Weight IRC:115-
Remaining IRC 115: 2014 180 days
Annual Deflectomete 2014
Life
ly r

Rigid Bi-
ASTM E950 (98) :2004 and ASTM E1656 - IRC:SP:83-
Pavement Roughness 2200m 2400mm Annuall Class I 180 days
94: 2000 2008
BI m/km /km y Profilometer
(Pavemen

t of MCW,
Service Bi- SCRIM
Skid Resistance no. at IRC:SP:83-
Road, Skid different speed of vehicles Annuall IRC:SP:83-2008 180 days 2008
Grade y (Sideway-
structure, force

Freque Maintena
Time limit for
Level of Service ncy of Tools/Equip Standards and References for nce
Rectification/
(LOS) Inspect ment Inspection and Data Analysis Specificati
ion Repair ons
Perform

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 42
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

ance
Paramet Accepta
Desirable
Asset Type er ble

approach Coefficient
es of Minimum Traffic Routine
connectin SN Speed Investigation
g roads, (Km/h) Machine or

slip equivalent)
roads, lay
36 50
byes etc.

as
applicabl 33 65
e)

32 80

31 95

31 110

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 43
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Freque Maintena
Time limit for
Level of Service ncy of Tools/Equip Standards and References for nce
Rectification/
(LOS) Inspect ment Inspection and Data Analysis Specificati
Repair
ion ons
Perform

ance
Paramet Accepta
Desirable
Asset Type er ble

Edge drop MORT&H

40m
at Nil Daily 7-15 days Specificatio
m
shoulders n 408.4

<2%
variation
in
Embankm Slope of prescrib MORT&H
ent/ camber/c Nil ed slope Daily IRC 7-15 days Specificatio
Slope ross fall of n 408.4
camber
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 44
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

/cross
fall Length
Measuremen

t Unit like
<15 % Scale, Tape, MORT&H
Embankme
Nil variation Daily odometer 7-15 days Specificatio
nt Slopes
in etc. n 408.4
prescribe

Freque Time limit for Maintena

Level of Service ncy of Tools/Equip Standards and References for nce

Rectification/
(LOS) Inspect ment Inspection and Data Analysis Specificati
Repair
ion ons
Perform

ance
Paramet Desirable Accepta

Asset Type er ble

side
slope

Embankme
nt Nil Nil Daily 7-15 days MORT&H
Specification
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 45
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Protection NA

Daily
Speciall
Rain Cuts/
y MORT&H
Gullies in Nil Nil 7-15 days
During Specification
slope
Rainy
Season NA

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 46
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

In addition to the above performance criterion, the contractor shall strictly maintain the rigid pavements as per requirements in the following table

Table -2: Maintenance Criteria for Rigid Pavements:

Repair Action

Measured Degree of For the case d >

S.No. Type of Distress Parameter Severity Assessment Rating For the case d < D/2 D/2
CRACKING

Single Discretew = width of crack

Cracks NotL = length of crack
1
intersecting with any d = depth of crack
joint D = depth of slab

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 47
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

0Nil, not discernible

No Action Not applicable
1w < 0.2 mm. hair cracks
w = 0.2 - 0.5 mm, discernible from
2
slow-moving car Seal, and stitch if L >
lm.
Seal without delay
w = 0.5 - 1.5 mm, discernible from Within 7days
3
fast-moving car

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 48
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

4 w = 1.5 - 3.0 mm Staple or Dowel Bar

Seal, and stitch if L > l m. Retrofit, FDR for
affected portion.
Within 7 days
5 w > 3 mm.
Within 15days

0 Nil, not discernible No Action

1 w < 0.2 mm, hair cracks

Route and seal with Staple or Dowel Bar

Single Transverse w = width of crack epoxy. Retrofit.

(or Diagonal) Crack L = length of crack w = 0.2 - 0.5 mm, discernible from
2 2 Within 7 days Within 15days
intersecting with one d = depth of crack slow vehicle
or more joints D = depth of slab
Route, seal and stitch, if
w = 0.5 - 3.0 mm, discernible from L > 1 m.
3
fast vehicle
Within 7 days

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 49
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

Dowel Bar Retrofit. Full Depth Repair

Dismantle and
4 w = 3.0 - 6.0 mm Within 15 days
reconstruct affected.
Portion with norms

and specifications -
See Para 5.5 & 9.2
w > 6 mm, usually associated with Not Applicable, as it may
be full Within 15days
5 spalling, and/or slab rocking under
traffic
depth

0 Nil, not discernible No Action

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 50
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Single Longitudinalw = width of crack

Staple or dowel bar
Crack intersectingL = length of crack
3 Seal with epoxy, if L > 1 retrofit.
with one or mored = depth of crack
w < 0.5 mm, discernable from slow m.
joints D = depth of slab 1
moving vehicle Within 15days
Within 7 days

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 51
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Route seal and stitch, if L

w = 0.5 - 3.0 mm, discernible from > l m.
2 -
fast vehicle
Within 15 days

Staple, if L > 1 m.
3w = 3.0 - 6.0 mm
Partial Depth Repair
Within 15 days
with stapling.

Within 15 days
w = 6.0 - 12.0 mm, usually
4
associated with spalling
Not Applicable, as it may
be full
Full Depth Repair
w > 12 mm, usually associated with
Dismantle and
5spalling, and/or slab rocking under depth reconstruct affected
traffic
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 52
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

portion as per norms

and specifications -

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

See Para 5.6.4

Within 15 days

0 Nil, not discernible No Action

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 53
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

1 w < 0.2 mm, hair cracks

-
Seal, and stitch if L > l m.

w = 0.2 - 0.5 mm. discernible from Within 15 days

2
slow vehicle

Multiple Cracks

4 intersecting with one w = width of crack

or more joints w = 0.5 - 3.0 mm, discernible from

3
fast vehicle
Dismantle, Reinstate

subbase,
w = 3.0 - 6.0 mm panel broken into Full depth repair withinReconstruct whole
4 15 days slab as per
2 or 3 pieces
specifications within
30 days
5w > 6 mm and/or panel broken

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 54
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

into more than 4 pieces

0 Nil, not discernible No Action -

1 w < 0.5 mm; only 1 corner broken Seal with low viscosity
epoxy to Seal with epoxy seal
with epoxy

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 55
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

w < 1.5 mm; L < 0.6 m, only one secure broken parts
2 Within 7days
corner broken
Within 7 days
w = width of crack
5Corner Break
L = length of crack
w < 1.5 mm; L < 0.6 m, two corners
3
broken
Partial Depth (Refer

Figure 8.3 of Full depth repair

w > 1.5 mm; L > 0.6 m or three
4 IRC:SP: 83-2008)
corners broken

Within 15 days
5 ree or four corners broken Reinstate sub-base,
and reconstruct the

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 56
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Repair Action

S.No. Type of DistressMeasured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

slab as per norms

and specifications
within 30days

0 Nil, not discernible No Action

1 w < 0.5 mm; L < 3 m/m2

Seal with low

viscosity epoxy to
2 either w > 0.5 mm or L < 3 m/m2
Punchout secure broken parts.
(Applicable to Within 15days

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 57
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Continuous w = width of crack 3 w > 1.5 mm and L < 3 m/m2

6 Reinforced Concrete L = length (m/m2)
Not Applicable, as it may
Pavement (CRCP)
be full depth
only) w > 3 mm, L < 3 m/m2 and Full depth repair -
4
deformation Cut out and replace
damaged area taking
care not to damage
w > 3 mm, L > 3 m/m2 and reinforcement.
5
deformation
Within 30days

S.No. Type of Distress Measured Degree of Assessment Rating

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 58
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Parameter Severity

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 59
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Repair Action

For the case d >

For the case d < D/2
D/2

Surface Defects

r = area damaged
Ravelling orsurface/total
7Honeycomb typesurface of slab (%)
surface h = maximum depth
of damage

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 60
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 61
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Short Term Long Term

0Nil, not discernible

No action.

1r < 2 % Local repair of areas

damaged

and liable to be
damaged.
2r = 2 - 10 % Not Applicable
Within 15 days

3r = 10-25% Bonded Inlay, 2 or 3 slabs

if

4r = 25 - 50 % affecting.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 62
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

Within 30 days

Reconstruct slabs, 4 or
more slabs if affecting.
5 r > 50% and h > 25 mm
Within 30 days

Short Term Long Term

0 Nil, not discernible

No action.
r =damaged
surface/total

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 63
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

8Scaling surface of slab (%) 1 r<2% Local repair of areas

h = maximum depth damaged
Not Applicable
of damage
and liable to be
damaged.
2 r = 2 - 10 %
Within 7days

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 64
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

3 r = 10 - 20%
Bonded Inlay within 15

days
4 r = 20 - 30 %

Reconstruct slab within

5 r > 30 % and h > 25 mm
30 days

No action.
1 t > 1 mm

Polished t = texture depth,

9 2' t = 1 - 0.6 mm Not Applicable
Surface/Glazing sand patch test

3 t = 0.6 - 0.3 mm Monitor rate of

deterioration

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 65
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

4t = 0.3 - 0.1 mm

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity
For the case d >
For the case d < D/2
D/2

Diamond Grinding if
affecting

50% or more slabs in a

5 t < 0.1 mm continuous stretch of

minimum

5 km.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 66
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Within 30 days

0 d < 50 mm; h < 25 mm; n < 1 per 5 No action.

m2
Popout (Small Hole), n = number/m2
d = 50 - 100 mm; h < 50 mm; n < 1
10Pothole Refer Para d = diameter 1 per 5 m2 Partial depth repair 65 Not Applicable
8.4 h = maximum depth
mm deep.

d = 50 - 100 mm; h > 50 mm; n < 1 Within 15 days

2 per 5 m2

Repair Action

S.No. Type of Distress Measured Degree of Assessment Rating

Parameter Severity For the case d < D/2 For the case d >

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 67
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

D/2

d = 100 - 300 mm; h < 100 mm n < Partial depth repair

3
1 per 5 m2 110mm

i.e.10 mm more than the

depth

4 d = 100 - 300 mm; h > 100 mm; n < of the hole.

1 per 5 m2
Within 30 days

d > 300 mm; h > 100 mm: n > 1 per Full depth repair.
5
5 m2
Within 30 days

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 68
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Joint Defects

loss or damage

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 69
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

11Joint Seal Defects L = Length as % total

joint length

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 70
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Short Term Long Term

0Difficult to discern.

No action.

Discernible, L< 25% but

of little immediate
consequence with regard
1 to ingress of water orClean joint, inspect later.

trapping incompressible

material.

Not Applicable
> 25%
Notable. L Clean and reapply sealant in
insufficient protection

3 against ingress of waterselected locations.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 71
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

and trapping incompressible material. Within 7 days

Severe; w >3 mmClean, widen and reseal the joint.

5
protection
negligible Within 7 days
against ingressof water

and trapping
incompressible material.

0Nil, not discernible No action.

1w < 10 mm Apply low viscosity epoxy resin/

mortar in cracked portion.

2w = 10 - 20 mm, L < 25% Within 7 days

Partial Depth Repair.

w = width on either 3w = 20 - 40 mm, L > 25%
side of the joint L =
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 72
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Within 15 days
12Spalling of Joints length of spalled Not Applicable

portion (as % joint

length)
30 - 50 mm deep, h = w + 20% of
4w = 40 - 80 mm, L > 25%
w, within 30 days

50 - 100 mm deep repair.

5w > 80 mm, and L > 25% H = w + 20% of w.

Within 30 days

13Faulting (or Stepping) f = difference of level 0not discernible, < 1 mm No action. No action.

in Cracks or Joints
1f < 3 mm

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 73
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

2f = 3 - 6 mm Determine cause and observe, take Replace the slab as

action for diamond grinding
appropriate.

Within 30days
3f = 6 - 12 mm Diamond Grinding

4f= 12 - 18 mm Raise sunken slab.

Replace the slab as

Strengthen subgrade and sub-base appropriate.
by grouting and
5f> 18 mm Within 30days
raising sunken slab

Short Term Long Term

0Nil, not discernible

h = vertical

14Blowup or Buckling displacement from No Action

normal profile 1h < 6 mm
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 74
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

2h = 6 - 12 mm Install Signs to Warn Traffic

within 7 days
3 h = 12 - 25 mm

Full Depth Repair.

4 h > 25 mm
Within 30 days

Replace broken slabs.

shattered slabs, ie 4 or
5
more pieces
Within 30 days

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 75
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

0 Not discernible, h < 5 mm

No action.
1 h = 5 - 15 mm

h = negative vertical
h = 15-30 mm, Nos <20%
displacement from2
15Depression joints Install Signs to Warn Traffic Not Applicable
normal profile L
=length within 7 days

3 h = 30 - 50 mm

h > 50 mm or > 20% Strengthen subgrade.

4
joints
Reinstate pavement at normal level

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 76
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

if L < 20 m.
5h > 100 mm
Within 30 days

Short Term Long Term

Not discernible. h < 5

0
mm
No action.

1h = 5 - 15 mm Follow up.

h = positive vertical
Heave displacement from 2h = 15 - 30 mm, Nos Install Signs to Warn
16 normal profile. <20% joints

Traffic
L = length within 7 days scrabble

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 77
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

3h = 30 - 50 mm

h > 50 mm or > 20%

4
joints Stabilise subgrade. Reinstate
pavement at normal level if length

< 20 m. Within 30 days

5h > 100 mm

17Bump 0h < 4 mm No action

h = vertical

displacement from

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 78
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

normal profile Grind, in case of new construction Construction Limit

1h = 4 - 7 mm for New
within 7 days Construction.

Grind, in case of ongoing Replace in case of

Maintenance new construction.
3h = 7 - 15 mm
within 15 days Within 30days

Full Depth Repair. Full Depth Repair.

5h > 15 mm
Within 30 days Within 30days

Short Term Long Term

Nil, not discernible

0
< 3mm
No action.

18 Lane to f = difference of 1f = 3 - 10 mm
Shoulder level Spot repair of shoulder

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 79
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Dropoff
within 7 days
2f = 10 - 25 mm

3f = 25 - 50 mm Fill up shoulder

within 7 dayss
4f = 50 - 75 mm For any 100 m
stretch
Reconstruct
shoulder, if
affecting 25% or
5f > 75 mm
more of stretch.

Within 30days

Drainage

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 80
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

0 not discernible No Action

quantity of fines
and water expelled 1 to 2 slight/ occasional Nos < Repair cracks and joints Without
through open 10% delay. Inspect and repair

joints and cracks sub-drainage at

Nos distressed sections
appreciable/ Frequent and upstream.
19Pumping 3 to 4 Lift or jack slab within 30 days.
10 - 25%

Repair distressed pavement

abundant, cracksections. Strengthen subgrade
Nos/100 m stretch 5 andsubbase. Replace slab.
development > 25%
Within 30 days

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 81
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

No discernible
0-2 No action.
problem

Ponding on slabs Blockages observed in

Clean drains etc within 7 days,
20Ponding due to blockage of 3 to 4 drains, but water
Follow up Action required to
drains flowing
stop water damaging

foundation within 30
days.
Ponding, accumulation
5 -do-
of water observed

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 82
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Table -3: Maintenance Criteria for Safety Related Items and Other Furniture Items:

Asset Performance Level of Service (LOS) Frequency of Testing Method Recommended Time limit for Specification

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 83
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Measuremen Remedial s and

Type Parameter Rectification
t measures Standards

Manual Removal of obstruction within 24 IRC:SP

Measurement hours, in case of sight line affected 84-2014
As per IRC SP :84-2014, a minimum s with
by temporary objects such as trees,
of safe stopping sight distance shall Odometer
temporary encroachments.
be available throughout. along with
video/ image
In case of permanent structure or
Safe backup
Design Desirable Stoppin design deficiency:
Availability Speed, Minimum Sight g Sight Removal of
Highway of Safe Sight Monthly obstruction/improvement of
kmph Distance (m) Distance
Distance
(m) deficiency at the earliest
Speed Restriction boards

100 360 180 and suitable traffic calming

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 84
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

measures such as transverse bar

80 260 130 marking, blinkers, etc. shall be

applied during the period of

rectification.

Visual Re - painting Cat-1 Defect – IRC:35-

Pavemen Assessment as within 24 hours 2015
Bi-
t Wear <70% of marking remaining per Annexure-F Cat-2 Defect -
Annually
Marking of IRC:35-2015 within 2 months

Asset Performance Frequency of Recommended Time limit for Specification

Level of Service (LOS) MeasuremenTesting Method Remedial s and
Type Parameter Rectification
t measures Standards

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 85
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

During expected life Service Time As perRe - painting Cat-1 Defect – IRC:35-
Cement Road - Annexure-D of within 24 hours 2015
Day time 130mcd/m2/lux Monthly IRC:35-2015 Cat-2 Defect –
Visibility
Bituminous Road - within 2 months
100mcd/m2/lux
Initial and Minimum Performance As per Re - painting Cat-1 Defect – IRC:35-2015

for Dry Retro reflectivity during Annexure-E of within 24 hours

night time: IRC:35-2015 Cat-2 Defect –

Design (RL) Retro within 2 months

Speed Reflectivity
(mcd/m2/lux)

Initial Minimum
(7 days) Threshold level
(TL) & warranty
Night Time period required
Bi-Annually
Visibility up to 2 years

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 86
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Up to 65 200 80

65 - 100 250 120

Above 350 150

100

Initial and Minimum Performance for

Night Visibility under wet condition

(Retro reflectivity):

Asset Performance Frequency of Recommended Time limit for Specification

Level of Service (LOS) Measuremen Testing Method Remedial s and
Type Parameter Rectification
t measures Standards

Initial 7 days Retro reflectivity: 100

mcd/m2/lux
Minimum Threshold Level: 50

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 87
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

mcd/m2/lux
Initial and Minimum performance As per Within 24 hours IRC:35-2015
for Skid Resistance: Annexure-G of
Initial (7days): 55BPN IRC:35-2015
Min. Threshold: 44BPN
*Note: shall be considered under
Skid
urban/city traffic condition Bi-Annually
Resistance
encompassing the locations like
pedestrian crossings, bus bay, bus
stop, cycle track intersection
delineation, transverse bar markings
etc
Visual with Improvement of IRC:67-2012
video/image shape, in case if 48 hours in case
backup shape isof Mandatory
damaged. Signs, Cautionary
Shape and Position as per IRC:67-
and Informatory
Shape and 2012. Relocation asSigns (Single and
Road Position Signboard should be clearly visible for Daily per requirement Dual post signs)
the design speed of the section.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 88
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Signs
15 Days in case
of
Gantry/Cantileve
r Sign boards
Retro As per specifications in IRC:67-2012 Bi-Annually Testing of hange of 48 hours in caseRC:67-2012
reflectivity each ignboard of Mandatory

Asset Performance Frequency of Recommended Time limit for Specification

Level of Service (LOS) Measuremen Testing Method Remedial s and
Type Parameter Rectification
t measures Standards

signboard Signs,
using Retro Cautionary and
Reflectivity Informatory
Measuring Signs (Single and
Device. In Dual post signs)
accordance
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 89
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

with ASTM D 1 Month in case

4956-09. of
Gantry/Cantilev
er Sign boards
As per IRC 86:1983 depending upon Bi-Annually Use of distanceRaising Kerb
Kerb Height Within 1 Month RC 86:1983
type of Kerb measuring tapeHeight
Kerb Visual with
Functionality
Kerb Painting : Functioning of Kerb Daily video/image Kerb Repainting Within 7-days RC 35:2015
painting as intended
backup
Reflective Numbers and Functionality as per Within 2 months IRC:SP:84-
Pavement specifications in IRC:SP:84-2014 and Daily 2014, IRC:35-
Counting New Installation
Markers (Road IRC:35-2015, unless specified in 2015
Studs) Schedule-B.
Visual with Within 15 days IRC:SP:84-
Other Pedestrian Functionality: Functioning of Daily
video/image Rectification 2014
Road Guardrail guardrail as intended
Furnitur backup
Functionality: Functioning of Safety Visual with Within 7 days IRC:SP:84-

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 90
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

e
Traffic Safety Barriers as intended Daily video/image 2014,
Rectification
Barriers backup IRC:119-
2015
End Functionality: Functioning of End Daily Visual with Within 7 days IRC:SP:84-
Rectification
Treatment of Treatment as intended video/image 2014,

Asset Performance Frequency of Recommended Time limit for Specification

Level of Service (LOS) Measuremen Testing Method Remedial s and
Type Parameter Rectification
t measures Standards

Traffic Safety backup IRC:119-

Barriers 2015
Functionality: Functioning of Daily Visual with Within 7 days IRC:SP-2014,
Attenuators video/image Rectification IRC:119-

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 91
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Attenuators as intended
backup 2015
Guard PostsFunctionality: Functioning of Guard Daily Visual with Rectificatio IRC: 79 -

and video/image Within 15 days

Posts and Delineators as intended n 1981
Delineators backup
Visual with Within 15 days IRC:67-2012
Overhead Sign Overhead sign structure shall be Daily
video/image Rectification
Structure structurally adequate
backup
Visual with Within 7 days IRC:SP:84-
Traffic Functionality: Functioning of Traffic Daily

video/image Rectification 2014

Blinkers Blinkers as intended
backup
The illumination Improvement 24 hours IRC:SP:84-
Illumination:
Minimum 40 Lux illumination on the Daily level shall bein Lighting 2014
measured withSystem

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 92
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

road surface
Highway luxmeter
Lights No major failure in the lighting - Rectification of24 hours IRC:SP:84-
Daily
system failure 2014
Highway No minor failure in the lighting - Rectification of8 hours IRC:SP:84-
Monthly
Lighting system failure 2014
System The Improvement in24 hours IRC:SP:84-
illumination Lighting System 2014
Minimum 40 Lux illumination on the
Toll Plaza road surface Daily level shall be
Canopy measured with
Lights luxmeter
No major/minor failure in the lighting Daily - Rectification of8 hours IRC:SP:84-

system failure 2014

Asset Performance Level of Service (LOS) Frequency of Recommended Time limit for Specification
Type Parameter MeasuremenTesting Method Remedial Rectification s and
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 93
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

t measures Standards

Obstruction Visual with Removal of trees Immediate IRC:SP:84-

video/image 2014
in a minimum
backup
head-room of
5.5 m above
carriageway No obstruction due to trees Monthly
Trees andor
Plantatio obstruction in
n visibility of

includingroad signs

Visual with Timely watering Within 90 days IRC:SP:84-

median Deterioration Health of plantation shall be as per
video/image and treatment. 2014
plantatio in health ofrequirement of specifications &
Daily backup Or Replacement
n trees andinstructions issued by Authority from
bushes time to time of Trees and
Bushes.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 94
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Vegetation Visual withRemoval of Trees Immediate IRC:SP 84-

affecting sight Sight line shall be free from video/image 2014
Daily
backup
line and road obstruction by vegetation
structures

Cleaning of - - Every 4 hours

-Daily
toilets

Defects in - Rectification 24 hours

Rest
electrical,
Areas
water and -Daily
sanitary
installations

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 95
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Asset Performance Frequency of Recommended Time limit for Specification

Level of Service (LOS) Measuremen Testing Method Remedial s and
Type Parameter Rectification
t measures Standards

Other -Rectification 15 days IRC:SP 84-

Project Damage or deterioration in Approach Roads, 2014
Facilities pedestrian facilities, truck lay-bys, bus-bays, bus- Daily
and shelters, cattle crossings, Traffic Aid Posts, Medical
Approac Aid Posts and other works
h roads

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 96
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Frequency of Time limit

Asset Type Performanc Level of Service Measuremen Testing Method Recommended Remedial for Specifications
e Parameter (LOS) t measures Rectification and Standards

Inspection by Bridge Cleaning silt up soils and 15 days

Free 85% of culvert2 times in a Engineer as per IRC debris in culvert barrelbefore onset IRC 5-2015,
waterway/ year (beforeSP 35-1990 andafter rainy season, removal of monsoonIRC SP:40-

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 97
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

unobstructe normal flow area : of bushes and vegetation,and within1993 and

d flow to available. and afterrecording of depth of U/s of barrel, under barrel 30 days after IRC SP:13-
section rainy season) silting and area ofand D/s of barrel beforeend of rainy 2004
vegetation.
rainy season. season.

Physical inspection 30 days or

Leak-proof No leakage of expansion joints before onset IRC SP:40-
expansion through Bi-Annually as per IRC SP: 35- Fixing with sealantof rains1993 and IRC
joints if expansion joints 1990 if any, forsuitably whichever SP:69-2011
any leakage strains on comes
walls at joints. earlier

Pipe/box/slab
Spalling of
culverts
concrete not
more than 0.25
sqm

Detailed inspection IRC SP 40-

of all components of Repairs to spalling, 1993 and
Structurall Delamination of culvert as per IRCcracking, delamination, MORTH

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 98
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

y sound concrete not more Bi-Annually SP:35-1990 andrusting shall be followed 15 days Specification
than 0.25 sq.m.
recording theas per IRC:SP:40-1993. s clause

defects 2800
Cracks wider
than 0.3 mm not
more than 1m
aggregate length

Damaged of rough 30 days

stone apron or after defect
bank revetment 2 times in a observation
Protection IRC: SP 40-
works in not more than 3year (before Condition survey as Repairs to damaged or 2 weeks 1993 and
good sqm, damage toand afterper IRC SP:35-1990 aprons and pitching before onset IRC:SP:13-
condition solid apronrainy of rainy2004.
(concrete apron)season) season
not more than 1 whichever

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 99
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

sqm is earlier.

Bridges Riding
No pothole in MORT&H
including ROBsquality or wearing coat onDaily Visual inspection as Repairs to BC or wearing 15 days Specification
Flyover etc. asuser per IRC SP:35-1990 coat
bridge deck 2811
applicable comfort

Repairs to BC on either
side of expansion joints, MORT&H
Visual inspection
No bump at profile correction course Specification
Bumps Daily as per IRC SP:35- 15 days
expansion joint on approach slab in case 3004.2 &
1990
of settlement to approach 2811.
embankment

Bridge -Super
User
Structure
safety No damaged or Visual inspection IRC: 5-1998,

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 100
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

(condition missing stretch and detailedRepairs and replacement IRC SP: 84-
of crash of crash barrier Daily condition survey as of safety barriers as the 3days 2014 and
barrier or pedestrian per IRC SP: 35- case may be IRC SP: 40-
and guard hand railing 1990. 1993.
rail)

Rusted All the corroded

Not more than
reinforcement shall need
reinforcem 0.25 sq.m
ent Detailed conditionto be thoroughly cleaned IRC SP: 40-

survey as per IRCfrom rusting and applied 1993 and

Spalling ofNot more than
concrete 0.50 sq.m Bi-
Annually SP: 35-1990 using with anti-corrosive 15 days MORTH

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 101
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Mobile Bridgecoating before carrying Specificatio

Delaminatio Not more than 0.50 Inspection Unit out the repairs to affected n 1600.
n sq.m concrete portion with
epoxy mortar / concrete.

Grouting with epoxy

Detailed condition mortar, investigating IRC SP: 40-
Cracks Not more than survey as per IRCcauses for cracks 1993 and
wider than Bi-Annually SP: 35-1990 using 48 Hours MORTH
0.30 mm 1m total length Mobile Bridge development and carry Specification
out necessary
Inspection Unit 2800.
rehabilitation.

Rainwater Detailed conditionGrouting of deckslab at

survey as per IRC MORTH
seepage Leakage - nil Quarterly SP: 35-1990 using leakage areas, 1 months specifications
through Mobile Bridgewaterproofing, repairs to 2600 & 2700.
deck slab drainage spouts
Inspection Unit

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 102
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Carry out major

Deflection Once in
Within design rehabilitation works on IRC SP: 51-
due to every 10Load test method 6 months
limits. bridge to retain original 1999.
permanent years for
design loads capacity
loads and spans more

live loads than 40 m

Once in
every 5 years
for spans
Vibrations Frequency ofmore than
in bridge Laser displacement AASHTO

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 103
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

vibrations shall30m and Strengthening of super

deck due to not be more than every 10sensors or laserstructure 4 months LRFD
moving 5 Hz years forvibro-meters specifications
trucks
spans
between 15
to 30 m

No damage to
elastomeric
sealant
compound in
Detailed condition
Leakage in strip seal survey as per IRC MORTH
in
Expansion expansion joint,Bi-Annually SP:35-1990 usingReplace of seal 15 days specifications
joints no leakage of rain Mobile Bridgeexpansion joint 2600 and IRC
water through SP: 40-1993.
Inspection Unit
expansion joint in
case of buried and
asphalt plug and
copper strip joint.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 104
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Debris and No dust or Detailed condition MORTH

Cleaning of expansion
dust indebris inMonthly survey as per IRC 3 days specification
joint gaps thoroughly
strip sealexpansion joint SP:35-1990 using s 2600 and

expansion gap. Mobile Bridge IRC SP: 40-

joint Inspection Unit 1993.

No down take Cleaning of drainage

pipe spouts thoroughly.
missing/broken Replacement of
Detailed condition
below soffit of missing/broken down
survey as per IRC MORTH
Drainage the deck slab. No take pipes with a
Monthly SP: 35-1990 using 3 days specification
spouts silt, debris, minimum pipe extension
clogging of Mobile Bridge of 500mm below soffit of 2700.
Inspection Unit

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 105
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

drainage spout slab. Providing sealant

collection around the drainage spout
chamber. if any leakages observed.

All the corroded

reinforcement shall need
to be thoroughly cleaned
from rusting and applied
Cracks/sp Detailed condition IRC SP: 40-
No cracks, with anti-corrosive
alling of survey as per IRC 1993 and
Bridge- spalling of coating before carrying
concrete/ Bi-Annually SP: 35-1990 using 30 days MORTH
substructure concrete and out repairs to
rusted Mobile Bridge specification
rusted steel substructure by
steel Inspection Unit 2800.
grouting/guniting and
micro concreting
depending on type of
defect noticed

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 106
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Delamination of
bearing
In case of failure of even
reinforcement
one bearing on any
not more than Detailed condition pier/abutment, all the MORTH
5%, cracking or survey as per IRC specificatio
Bearings tearing of rubber Bi-Annually SP: 35-1990 using bearings on that 3 months n 2810 and
not more than 2 Mobile Bridgepier/abutment shall be IRC SP: 40-
replaced, in order to get
locations per Inspection Unit 199.
uniform load transfer on
side, no rupture
to bearings.
of reinforcement
or rubber

Condition survey
and visual
inspection as per
IRC SP:35-1990
Scouring shall using Mobile IRC SP: 40-
Scouring 1993, IRC

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 107
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

not be lower Bridge InspectionSuitable protection

Bridge around 83-2014,
than maximumBi-Annually Unit. works around1 month
Foundations foundatio MORTH
scour level for In case of doubt,pier/abutment
ns specificatio
the bridge use Underwater
n 2500
camera for
inspection of deep
wells in major
Rivers.

Damaged of2 times in 30 days

Protectio IRC: SP 40-
rough stonea yearCondition survey after
n works Repairs to damaged 1993 and
apron or bank(before and as per IRC SP:35- defect
in good aprons and pitching. IRC:SP:13-
revetment notafter rainy1990 observatio
condition 2004.
more than 3season) n or 2

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the state of Gujarat
National Highways Authority of India EPC Agreement

sq.m, damage to weeks

solid apron before
(concrete onset of
apron) not rainy
more than 1 season
sq.m whichever
is earlier.

Note: Any Structure during the entire contract period which is found that does not complies with all requirements of this Table will be prepared, rehabilitated
or even reconstructed under the scope of the contractor.

Table 4: Maintenance Criteria for Hill Roads:

In addition to above, for hill roads the following provisions for maintenance is also to done.

HILL ROADS

(i) Damage to Retaining wall/ Breast wall 7 (Seven) days

(ii) Landslides requiring clearance 12 (Twelve) hours

(iii) Snow requiring clearance 24 (Twenty Four) hours

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 109
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the state of Gujarat
National Highways Authority of India EPC Agreement

Note: For all tables 1 to 5 above, latest BIS & IRC standards (even those not indicated herewith) along with MoRTH specifications shall be binding for all
maintenance activities.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 110
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National Highways Authority of India EPC Agreement

A. Flexible Pavement

Nature of Defect or deficiency Time limit for repair/

rectification

(b) Granular earth shoulders, side slopes, drains and culverts

(i) Variation by more than 1 % in the prescribed slope 7 (seven) days

of camber/cross fall (shall not be less than the
camber on the main carriageway)

(ii) Edge drop at shoulders exceeding 40 mm 7 (seven) days

(iii) Variation by more than 15% in the prescribed side 30 (thirty) days
(embankment) slopes

(iv) Rain cuts/gullies in slope 7 (seven) days

(v) Damage to or silting of culverts and side drains 7 (seven) days

(vi) Desilting of drains in urban/semi- urban areas 24 (twenty four) hours

(vii) Railing, parapets, crash barriers 7 (seven) days (Restore

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 111
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National Highways Authority of India EPC Agreement

immediately if causing safety

hazard)

(c) Road side furniture including road sign and pavement marking

(i) Damage to shape or position, poor visibility or loss 48 (forty eight) hours
of retro- reflectivity

(ii) Painting of km stone, railing, parapets, crashAs and when required/ Once
barriers every year

(iii) Damaged/missing signs road requiring7 (seven) days

replacement

(iv) Damage to road mark ups 7 (seven) days

(d) Road lighting

(i) Any major failure of the system 24 (twenty four) hours

(ii) Faults and minor failures 8 (eight) hours

(e) Trees and plantation

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 112
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National Highways Authority of India EPC Agreement

Nature of Defect or deficiency Time limit for repair/

rectification

(i) Obstruction in a minimum head- room of 5 m 24 (twenty four)hours

above carriageway or obstruction in visibility of
road signs

(ii) Removal of fallen trees from carriageway 4 (four) hours

(iii) Deterioration in health of trees and bushes Timely watering and treatment

(iv) Trees and bushes requiring replacement 30 (thirty) days

(v) Removal of vegetation affecting sight line and road 15 (fifteen) days
structures

(f) Rest area

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 113
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the state of Gujarat
National Highways Authority of India EPC Agreement

(i) Cleaning of toilets Every 4 (four) hours

(ii) Defects in electrical, water and sanitary 24 (twenty four) hours

installations

(g) [Toll Plaza]

(h) Other Project Facilities and Approach

roads

(i) Damage in approach roads, pedestrian facilities, 15 (fifteen) days

truck lay- byes, bus-bays, bus-shelters, cattle
crossings, [Traffic Aid Posts, Medical Aid Posts] and
service roads

(ii) Damaged vehicles or debris on the road 4 (four) hours

(iii) Malfunctioning of the mobile crane 4 (four) hours

Bridges

(a) Superstructure

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 114
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National Highways Authority of India EPC Agreement

(i) Any damage, cracks, spalling/ scaling within 48 (forty eight) hours
Temporary measures within 15 (fifteen) days or as
specified by the Authority’s
Permanent measures
Engineer

(b) Foundations

Nature of Defect or deficiency Time limit for repair/

rectification

(i) Scouring and/or cavitation 15 (fifteen) days

(c) Piers, abutments, return walls and wing walls

(i) Cracks and damages including settlement and 30 (thirty) days

tilting, spalling, scaling

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 115
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National Highways Authority of India EPC Agreement

(d) Bearings (metallic) of bridges

(i) Deformation, damages, tilting or shifting of 15 (fifteen) days Greasing

bearings of metallic bearings once in
a year

(e) Joints

(i) Malfunctioning of joints 15 (fifteen) days

(f) Other items

(i) Deforming of pads in elastomeric bearings 7 (seven) days

(ii) Gathering of dirt in bearings and joints; or clogging 3 (three) days

of spouts, weep holes and vent-holes

(iii) Damage or deterioration in kerbs, parapets, 3 (three) days (immediately

handrails and crash barriers within 24 hours if posing
danger to safety)

(iv) Rain-cuts or erosion of banks of the side slopes of 7 (seven) days

approaches

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 116
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the state of Gujarat
National Highways Authority of India EPC Agreement

(v) Damage to wearing coat 15 (fifteen) days

(vi) Damage or deterioration in approach slabs, 30 (thirty) days

pitching, apron, toes, floor or guide bunds

(vii) Growth of vegetation affecting the structure or 15 (fifteen) days

obstructing the waterway

(g) Hill Roads

(i) Damage to retaining wall/breast wall 7 (seven) days

(ii) Landslides requiring clearance 12 (twelve) hours

Nature of Defect or deficiency Time limit for repair/

rectification

(iii) Snow requiring clearance 24 (twenty four) hours

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 117
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

[Note: Where necessary, the Authority may modify the time limit for repair/rectification, or add to the nature of Defect or deficiency before issuing the
bidding document, with theapprovalof the competentauthority.]

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 118
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the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - F
(See Clause 3.1.7(a))

Applicable Permits

1 Applicable Permits
1.1 The Contractor shall obtain, as required under the Applicable Laws, the following Applicable
Permits:
(a) Permission of the State Government for extraction of boulders from quarry;
(b) Permission of Village Panchayats and Pollution Control Board for installation of crushers;
(c) Licence for use of explosives;
(d) Permission of the State Government for drawing water from river/reservoir;
(e) Licence from inspector of factories or other competent Authority for setting up batching
plant;
(f) Clearance of Pollution Control Board for setting up batching plant;
(g) Clearance of Village Panchayats and Pollution Control Board for setting up asphalt plant;
(h) Permission of Village Panchayats and State Government for borrow earth; and
(i) Any other permits or clearances required under Applicable Laws.
1.2 Applicable Permits, as required, relating to environmental protection and conservation shall
have been procured by the Authority in accordance with the provisions of this Agreement.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 119
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the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE – G
(See Clauses 7.1.1, 7.5.3 and 19.2)

FORM OF BANK GUARANTEE

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 120
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National Highways Authority of India EPC Agreement

Annex-I
(See Clause 7.1.1)

[Performance Security/Additional Performance Security]

The Chairman,
National Highways Authority of India
New Delhi

WHEREAS:

(A) _________________________ name and address of contractor (hereinafter called the

“Contractor") and National Highways Authority of India G-5 & 6, Sector-10, Dwarka, New Delhi-
110075, (hereinafter called the “Authority”)

have entered into an agreement (hereinafter called the “Agreement”) for the

Construction of six lane VUP including Service road and Drains at new ch. 11+225 km on
Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in the state of
Gujarat. on Engineering,Procurement and Construction (the “EPC”) basis, subject to and in
accordance with the provisions of the Agreement.

(B) The Agreement requires the Contractor to furnish a Performance Security for due and
faithful performance of its obligations, under and in accordance with the Agreement, during the
{Construction Period/ Defects Liability Period and Maintenance Period} (as defined in the
Agreement) in a sum of Rs….. cr. (Rupees ………..….. crore) (the “Guarantee Amount”).

(C) We, ………………….. through our branch at …………………. (the “Bank”) have
agreed to furnish this bank guarantee (hereinafter called the“Guarantee”) by way of Performance
Security.

NOW, THEREFORE, the Bank hereby, unconditionally and irrevocably, guarantees and affirms as
follows:
1. The Bank hereby unconditionally and irrevocably guarantees the due and faithful
performance of the Contractor’s obligations during the {Construction Period/ Defects Liability Period
and Maintenance Period} under and in accordance with the Agreement, and agrees and undertakes to
pay to the Authority, upon its mere first written demand, and without any demur, reservation,
recourse, contest or protest, and without any reference to the Contractor, such sum or sums up to an
aggregate sum of the Guarantee
Amount as the Authority shall claim, without the Authority being required to prove or to show
grounds or reasons for its demand and/or for the sum specified therein.
2. A letter from the Authority, under the hand of an officer not below the rank of General
Manager in the National Highways Authority of India, that the Contractor has committed default in
the due and faithful performance of all or any of its obligations under and in accordance with the
Agreement shall be conclusive, final and binding on the Bank. The Bank further agrees that the
Authority shall be the sole judge as to whether the Contractor is in default in due and faithful
performance of its obligations during and under the Agreement and its decision that the Contractor is
in default shall be final and binding on the Bank, notwithstanding any differences between the
Authority and the Contractor, or any dispute between them pending before any court, tribunal,
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 121
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the state of Gujarat
National Highways Authority of India EPC Agreement

arbitrators or any other authority or body, or by the discharge of the Contractor for any reason
whatsoever.
3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the
Bank were the principal debtor and any change in the constitution of the Contractor and/or the Bank,
whether by their absorption with any other body or corporation or otherwise, shall not in any way or
manner affect the liability or obligation of the Bank under this Guarantee.
4. It shall not be necessary, and the Bank hereby waives any necessity, for the Authority to
proceed against the Contractor before presenting to the Bank its demand under this Guarantee.
5. The Authority shall have the liberty, without affecting in any manner the liability of the
Bank under this Guarantee, to vary at any time, the terms and conditions of the Agreement or to
extend the time or period for the compliance with, fulfillment and/ or performance of all or any of the
obligations of the Contractor contained in the Agreement or to postpone for any time, and from time
to time, any of the rights and powers exercisable by the Authority against the Contractor, and either to
enforce or forbear from enforcing any of the terms and conditions contained in the Agreement and/or
the securities available to the Authority, and the Bank shall not be released from its liability and
obligation under these presents by any exercise by the Authority of the liberty with reference to the
matters aforesaid or by reason of time being given to the Contractor or any other forbearance,
indulgence, act or omission on the part of the Authority or of any other matter or thing whatsoever
which under any law relating to sureties and guarantors would but for this provision have the effect of
releasing the Bank from its liability and obligation under this Guarantee and the Bank hereby waives
all of its rights under any such law.
6. This Guarantee is in addition to and not in substitution of any other guarantee or security
now or which may hereafter be held by the Authority in respect of or relating to the Agreement or for
the fulfillment, compliance and/or performance of all or any of the obligations of the Contractor under
the Agreement.
7. Notwithstanding anything contained hereinbefore, the liability of the Bank under this
Guarantee is restricted to the Guarantee Amount and this Guarantee will remain in force for the period
specified in paragraph 8 below and unless a demand or claim in writing is made by the Authority on
the Bank under this Guarantee all rights of the Authority under this Guarantee shall be forfeited and
the Bank shall be relieved from its liabilities hereunder.
8. The Guarantee shall cease to be in force and effect on **** $. Unless a demand or claim
under this Guarantee is made in writing before expiry of the Guarantee, the Bank shall be discharged
from its liabilities hereunder.
9. The Bank undertakes not to revoke this Guarantee during its currency, except with the
previous express consent of the Authority in writing, and declares and warrants that it has the power
to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank.
10. Any notice by way of request, demand or otherwise hereunder may be sent by post
addressed to the Bank at its above referred branch, which shall be deemed to have been duly
authorised to receive such notice and to effect payment thereof forthwith, and if sent by post it shall
be deemed to have been given at the time when it ought to have been delivered in due course of post
and in proving such notice, when given by post, it shall be sufficient to prove that the envelope
containing the notice was posted and a certificate signed by an officer of the Authority that the
envelope was so posted shall be conclusive.
11. This Guarantee shall come into force with immediate effect and shall remain in force and
effect for up to the date specified in paragraph 8 above or until it is released earlier by the Authority
pursuant to the provisions of the Agreement.
12. This guarantee shall also be operatable at our…… ………….. Branch at Surat, from
whom, confirmation regarding the issue of this guarantee or extension / renewal thereof shall be made
available on demand. In the contingency of this guarantee being invoked and payment thereunder
claimed, the said branch shall accept such invocation letter and make payment of amounts so
demanded under the said invocation.
$
Insert date being 2 (two) years from the date of issuance of this Guarantee (in accordance with
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 122
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National Highways Authority of India EPC Agreement

Clause 7.2 of the Agreement).

13. The guarantor/bank hereby confirms that it is on the SFMS (Structural
Finance Messaging System) platform & shall invariably send an advice of
this Bank Guarantee to the designated bank of NHAI. Details of which is
given as below:

S. No. Particulars Details

1. Name of Beneficiary

2. Name of Bank

3. Account No.

4. IFSC Code

Signed and sealed this ………. day of ……….., 20……… at ………..

SIGNED, SEALED AND DELIVERED

For and on behalf of the Bank by:

(Signature)

(Name)

(Designation)

(Code Number)

(Address)

NOTES:

(i) The bank guarantee should contain the name, designation and code number of the
officer(s) signing the guarantee.
(ii) The address, telephone number and other details of the head office of the Bank as well as
of issuing branch should be mentioned on the covering letter of issuing branch.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 123
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex – II
(Schedule - G)
(See Clause 7.5.3)

Form for Guarantee for Withdrawal of Retention Money

The Chairman,
National Highways Authority of India
New Delhi

WHEREAS:

(A) name and address of contractor (hereinafter called the “Contractor") has executed an
agreement (hereinafter called the “Agreement”) with the National Highways Authority of India) G-5
& 6, Sector-10, Dwarka New Delhi-110075, (hereinafter called the “Authority”) for the Construction
of six lane VUP including Service road and Drains at new ch. 11+225 km on Hazira Port – Surat –
Gujarat/ Maharashtra Border section of New NH-53 in the state of Gujarat on Engineering,
Procurement and Construction (the “EPC”) basis, subject to and in accordance with the provisions of
the Agreement.

(B) In accordance with Clause 7.5.3 of the Agreement, the Contractor may withdraw the
retention money (hereinafter called the “Retention Money”) after furnishing to the Authority a bank
guarantee for an amount equal to the proposed withdrawal.

(C) We, ………………….. through our branch at …………………. (the “Bank”) have
agreed to furnish this bank guarantee (hereinafter called the “Guarantee”) for the amount of Rs.
--------- cr. (Rs.------------crore) (the

“Guarantee Amount”).

NOW, THEREFORE, the Bank hereby unconditionally and irrevocably guarantees and affirms
as follows:

1. The Bank hereby unconditionally and irrevocably undertakes to pay to the Authority,
upon its mere first written demand, and without any demur, reservation, recourse, contest or protest,
and without any reference to the Contractor, such sum or sums up to an aggregate sum of the
Guarantee Amount as the Authority shall claim, without the Authority being required to prove or to
show grounds or reasons for its demand and/or for the sum specified therein.
2. A letter from the Authority, under the hand of an officer not below the rank of General
Manager in the National Highways Authority of India, that theContractor has committed default in the
due and faithful performance of all or any of its obligations for under and in accordance with the
Agreement shall be conclusive, final and binding on the Bank. The Bank further agrees that the
Authority shall be the sole judge as to whether the Contractor is in default in due and faithful
performance of its obligations during and under the Agreement and its decision that the Contractor is
in default shall be final, and binding on the Bank, notwithstanding any differences between the
Authority and the Contractor, or any dispute between them pending before any court, tribunal,
arbitrators or any other authority or body, or by the discharge of the Contractor for any reason
whatsoever.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 124
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the state of Gujarat
National Highways Authority of India EPC Agreement

3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the
Bank were the principal debtor and any change in the constitution of the Contractor and/or the Bank,
whether by their absorption with any other body or corporation or otherwise, shall not in any way or
manner affect the liability or obligation of the Bank under this Guarantee.
4. It shall not be necessary, and the Bank hereby waives any necessity, for the Authority to
proceed against the Contractor before presenting to the Bank its demand under this Guarantee.
5. The Authority shall have the liberty, without affecting in any manner the liability of the
Bank under this Guarantee, to vary at any time, the terms and conditions of the Retention Money and
any of the rights and powers exercisable by the Authority against the Contractor, and either to enforce
or forbear from enforcing any of the terms and conditions contained in the Agreement and/or the
securities available to the Authority, and the Bank shall not be released from its liability and
obligation under these presents by any exercise by the Authority of the liberty with reference to the
matters aforesaid or by reason of time being given to the Contractor or any other forbearance,
indulgence, act or omission on the part of the Authority or of any other matter or thing whatsoever
which under any law relating to sureties and guarantors would but for this provision have the effect of
releasing the Bank from its liability and obligation under this Guarantee and the Bank hereby waives
all of its rights under any such law.
6. This Guarantee is in addition to and not in substitution of any other guarantee or security
now or which may hereafter be held by the Authority in respect of or relating to the Retention Money.
7. Notwithstanding anything contained hereinbefore, the liability of the Bank under this
Guarantee is restricted to the Guarantee Amount and this Guarantee will remain in force for the period
specified in paragraph 8 below and unless a demand or claim in writing is made by the Authority on
the Bank under this Guarantee all rights of the Authority under this Guarantee shall be forfeited and
the Bank shall be relieved from its liabilities hereunder.
8. The Guarantee shall cease to be in force and effect 90 (ninety) days after the date of the
Completion Certificate specified in Clause 12.4 of the Agreement.
9. The Bank undertakes not to revoke this Guarantee during its currency, except with the
previous express consent of the Authority in writing, and declares and warrants that it has the power
to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank.
10. Any notice by way of request, demand or otherwise hereunder may be sent by post
addressed to the Bank at its above referred branch, which shall be deemed to have been duly
authorised to receive such notice and to effect payment thereof forthwith, and if sent by post it shall
be deemed to have been given at the time when it ought to have been delivered in due course of post
and in proving such notice, when given by post, it shall be sufficient to prove that the envelope
containing the notice was posted and a certificate signed by an officer of the Authority that the
envelope was so posted shall be conclusive.
11. This Guarantee shall come into force with immediate effect and shall remain in force and
effect up to the date specified in paragraph 8 above or until it is released earlier by the Authority
pursuant to the provisions of the Agreement.
12. This guarantee shall also be operatable at our…… ………….. Branch at

Surat, from whom, confirmation regarding the issue of this guarantee or extension / renewal thereof
shall be made available on demand. In the contingency of this guarantee being invoked and payment
thereunder claimed, the said branch shall accept such invocation letter and make payment of amounts
so demanded under the said invocation.
13. The guarantor/bank hereby confirms that it is on the SFMS (Structural

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 125
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the state of Gujarat
National Highways Authority of India EPC Agreement

Finance Messaging System) platform & shall invariably send an advice

of this Bank Guarantee to the designated bank of NHAI. Details of which
is given as below:

S. No. Particulars Details

1. Name of Beneficiary

2. Name of Bank

3. Account No.
IFSC Code

Signed and sealed this ………. day of ……….., 20……… at ………..

SIGNED, SEALED AND DELIVERED

For and on behalf of the Bank by:

(Signature)

(Name)
(Designation)
(Code Number)
(Address)
NOTES:

(i) The bank guarantee should contain the name, designation and code number of the officer(s)
signing the guarantee.

(ii) The address, telephone number and other details of the head office of the Bank as well as of
issuing branch should be mentioned on the covering letter of issuing branch.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 126
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex – III

(Schedule - G)
(See Clause 19.2)

Form for Guarantee for Advance Payment

The Chairman,
National Highways Authority of India
New Delhi

WHEREAS:

(A) name and address of contractor (hereinafter called the “Contractor") has executed an
agreement (hereinafter called the “Agreement”) with the NationalHighways Authority of India) G-5
& 6, Sector-10, Dwarka, New Delhi-110075, (hereinafter called the “Authority”) for the
Construction of six lane VUP including Service road and Drains at new ch. 11+225 km on Hazira Port
– Surat – Gujarat/ Maharashtra Border section of New NH-53 in the state of Gujarat on Engineering,
Procurement and Construction (the “EPC”) basis, subject to and in accordance with the provisions of
the Agreement.

(B) In accordance with Clause 19.2 of the Agreement, the Authority shall make to the
Contractor an interest bearing (@ Bank Rate) advance payment (herein after called “Advance
Payment”) equal to 10% (ten per cent) of the Contract Price; and that the Advance Payment shall be
made in two installments subject to the Contractor furnishing an irrevocable and unconditional
guarantee by a scheduled bank for an amount equivalent to 110% (one hundred and ten percent) of
such installment to remain effective till the complete and full repayment of the installment of the
Advance Payment as security for compliance with its obligations in accordance with the Agreement.
The amount of {first/second} installment of the Advance Payment is Rs. ------ cr. (Rupees ------ crore)
and the amount of this Guarantee is Rs. ------- cr. (Rupees ------ crore) (the “Guarantee

Amount”).

The Guarantee Amount should be equivalent to 110% of the value of the applicable instalment.

(C) We, ………………….. through our branch at …………………. (the “Bank”) have
agreed to furnish this bank guarantee (hereinafter called the“Guarantee”) for the Guarantee Amount.

NOW, THEREFORE, the Bank hereby, unconditionally and irrevocably, guarantees and affirms as
follows:

1. The Bank hereby unconditionally and irrevocably guarantees the due and faithful
repayment on time of the aforesaid instalment of the Advance Payment under and in accordance with
the Agreement, and agrees and undertakes to pay to the Authority, upon its mere first written demand,
and without any demur, reservation, recourse, contest or protest, and without any reference to the
Contractor, such sum or sums up to an aggregate sum of the Guarantee Amount as the Authority shall

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 127
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

claim, without the Authority being required to prove or to show grounds or reasons for its demand
and/or for the sum specified therein.
2. A letter from the Authority, under the hand of an officer not below the rank of General
Manager in the National Highways Authority of India, that the Contractor has committed default in
the due and faithful performance of all or any of its obligations for the repayment of the instalment of
the Advance Payment under and in accordance with the Agreement shall be conclusive, final and
binding on the Bank. The Bank further agrees that the Authority shall be the sole judge as to whether
the Contractor is in default in due and faithful performance of its obligations during and under the
Agreement and its decision that the Contractor is in default shall be final and binding on the Bank,
notwithstanding any differences between the Authority and the Contractor, or any dispute between
them pending before any court, tribunal, arbitrators or any other authority or body, or by the discharge
of the Contractor for any reason whatsoever.
3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the
Bank were the principal debtor and any change in the constitution of the Contractor and/or the Bank,
whether by their absorption with any other body or corporation or otherwise, shall not in any way or
manner affect the liability or obligation of the Bank under this Guarantee.
4. It shall not be necessary, and the Bank hereby waives any necessity, for the Authority to
proceed against the Contractor before presenting to the Bank its demand under this Guarantee.
5. The Authority shall have the liberty, without affecting in any manner the liability of the
Bank under this Guarantee, to vary at any time, the terms and conditions of the Advance Payment or
to extend the time or period of its repayment or to postpone for any time, and from time to time, any
of the rights and powers exercisable by the Authority against the Contractor, and either to enforce or
forbear from enforcing any of the terms and conditionscontained in the Agreement and/or the
securities available to the Authority, and the Bank shall not be released from its liability and
obligation under these presents by any exercise by the Authority of the liberty with reference to the
matters aforesaid or by reason of time being given to the Contractor or any other forbearance,
indulgence, act or omission on the part of the Authority or of any other matter or thing whatsoever
which under any law relating to sureties and guarantors would but for this provision have the effect of
releasing the Bank from its liability and obligation under this Guarantee and the Bank hereby waives
all of its rights under any such law.
6. This Guarantee is in addition to and not in substitution of any other guarantee or security
now or which may hereafter be held by the Authority in respect of or relating to the Advance
Payment.
7. Notwithstanding anything contained hereinbefore, the liability of the Bank under this
Guarantee is restricted to the Guarantee Amount and this Guarantee will remain in force for the period
specified in paragraph 8 below and unless a demand or claim in writing is made by the Authority on
the Bank under this Guarantee all rights of the Authority under this Guarantee shall be forfeited and
the Bank shall be relieved from its liabilities hereunder.
8. The Guarantee shall cease to be in force and effect on ****.Unless a demand or claim
under this Guarantee is made in writing on or before the aforesaid date, the Bank shall be discharged
from its liabilities hereunder.
9. The Bank undertakes not to revoke this Guarantee during its currency, except with the
previous express consent of the Authority in writing, and declares and warrants that it has the power
to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank.
10. Any notice by way of request, demand or otherwise hereunder may be sent by post
addressed to the Bank at its above referred branch, which shall be deemed to have been duly
authorised to receive such notice and to effect payment thereof forthwith, and if sent by post it shall
be deemed to have been given at the time when it ought to have been delivered in due course of post
and in proving such notice, when given by post, it shall be sufficient to prove that the envelope
containing the notice was posted and a certificate signed by an officer of the Authority that the
envelope was so posted shall be conclusive.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 128
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

12. This Guarantee shall come into force with immediate effect and shall remainin force and
effect up to the date specified in paragraph 8 above or until it is released earlier by the Authority
pursuant to the provisions of theAgreement.This guarantee shall also be operatable at our……
………….. Branch atSurat, from whom, confirmation regarding the issue of this guarantee or
extension / renewal thereof shall be made available on demand. In the contingency of this guarantee
being invoked and payment thereunder claimed, the said branch shall accept such invocation letter
and make payment of amounts so demanded under the said invocation.
13 The guarantor/bank hereby confirms that it is on the SFMS (Structural Finance Messaging
System) platform & shall invariably send an advice of this Bank Guarantee to the designated bank of
NHAI. Details of which is given as below:

S. No. Particulars Details

1. Name of Beneficiary

2. Name of Bank

3. Account No.

4. IFSC Code

Signed and sealed this ………. day of ……….., 20……… at ………..

SIGNED, SEALED AND DELIVERED

For and on behalf of the Bank by:

(Signature)

(Name)

(Designation)

(Code Number)

Insert a date being 90 (ninety) days after the end of one year from the date of payment of the Advance
payment to the Contractor (in accordance with Clause 19.2 of the Agreement).

(Address)

NOTES:

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 129
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

(i) The bank guarantee should contain the name, designation and code number of the officer(s)
signing the guarantee.

(ii) The address, telephone number and other details of the head office of the Bank as well as of
issuing branch should be mentioned on the covering letter of issuing branch.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 130
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 131
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Schedule - H
(See Clauses10.1 (iv) and 19.3)
Contract Price Weightages

1.1 The Contract Price for this Agreement is Rs. ………………………..

1.2 Proportions of the Contract Price for different stages of Construction of the Project
Highway shall be as specified below:
Weightage
in Percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
(1) (2) (3) (4)
Road Works A- Widening and strengthening of
-
including Culverts, existing road
widening and
B.1- Reconstruction/New 2-Lane
repair of culverts
Realignment / Bypass (Flexible
Pavement) including pavement crust of
approaches (BC, DBM, Base, Sub-base
& Subgrade).
(1) Earthwork up to top of the sub- grade 1.80%
(2) Sub-base Course 3.72%
(3) Non bituminous Base Course 7.79%
(4) Bituminous Base Course 19.89%
(5) Wearing Coat 7.22%
B.2-Reconstruction/New 4-Lane
Realignment/Bypass (Rigid -
24.48% Pavement)/Toll Plaza
C.1- Reconstruction/ New Service/ Slip
-
Road (Flexible Pavement)
C.2- Reconstruction/New Service/
Slip road (Rigid Pavement)

(1) Earthwork up to top of the sub- grade 24.44%

(2) Sub-Base Course 4.33%

(3) Dry Lean Concrete (DLC) Course 5.74%

(4) Pavement Quality Concrete (PQC)
24.82%
Course
D- Reconstruction & New Culverts on
existing road, realignments, bypasses 0.25%
Culverts (length <6m)
Minor bridges/ 42.55% A.1- Widening and repairs of Minor -
Underpasses/ Bridges (length>6m & <60m)

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 132
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Weightage
in Percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
(1) (2) (3) (4)
Overpasses Minor Bridges -
A.2- New Minor bridges (length >6 m
and < 60 m) -

B.1- Widening and Repairs of

-
underpasses/overpasses
Underpasses/ Overpasses -
B.2- New Underpasses/Overpasses
(1) Foundation + Sub-Structure: On
completion of the foundation work
including foundations for wing and return 13.09%
walls, abutments, piers up to the
abutment/pier cap.
(2) Super-structure: On completion of
the Super-structure in all respect
including wearing coat, bearings,
expansion joints, hand rails, crash
barriers, road signs & markings, tests on
completion etc. complete i n a l l respect.
12.43%
Wearing Coat (a) in case of Overpass-
wearing coat including expansion joints
complete in all respects as specified and
(b) in case of underpass-rigid pavement
including drainage facility complete in all
respects as specified
(3) Approaches: On completion of
approaches including Retaining
walls/Reinforced Earth walls, stone
pitching, protection works complete in
74.48%
all respect and fit for use without
pavement crust (BC, DBM, Base, Sub-
base & Subgrade) which is in road
works head.
Major bridge 26.51% A.1- Repairs of Major Bridges -
(length>60m)
works and ROB/
RUB/ elevated
sections/ flyovers A.2- New Major Bridges -
including viaducts,
if any
B.1- Widening and repairs of
(a) ROB -
(b) RUB -

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 133
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Weightage
in Percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
(1) (2) (3) (4)
B.2- New ROB/RUB
(a) ROB -
(b) RUB -
C.1- Widening and repair of Elevated
-
Section/Flyovers/Grade Separators
C.2- New Elevated
Section/Flyovers/Grade Separators
(1) Foundation 13.42%
(2) Sub-structure 2.16%
(3)Super-structure (including bearings) 3.60%
(4) Wearing Coat including expansion
0.07%
joints
(5) Miscellaneous Items like hand rails,
2.96%
crash barrier, road markings etc.
(6) Wing walls/Return walls -
(7) Approaches (including Retaining
walls/Reinforced Earth wall, stone
pitching and protection works)
77.79%
without pavement crust (BC, DBM,
Base, Sub-base & Subgrade) which is
in road works head.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 134
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
 Item Weightage Stage for Payment Percentage
in Percentage to Weightage
the Contract
Price
(1) (2) (3) (4)
Other Works 6.46% (i) Road side drains 40.10%

(ii) Road signs, markings, km stones,

7.00%
safety devices etc.
(iii) Project facilities

(iv) Others utility ducts, kerb,

safety barrier, footpath/separ-ator,
New jersey crash barrier etc.
(a) Precast Kerb 0.51%
(b) Safety device like cat eye,
delineator, traffic mirror, LED 0.99%
blinkers etc.
(c) Footpath/Separator 33.81%
(v) Street Lighting (Double Arm,
Single Arm, Solar light and 5.08%
High Mast)
(vi) Safety and traffic management
0.76%
system during construction
(vii) Pre-construction activities (site
office, identification of existing 3.55%
utilities, soil investigation etc.
(viii) Median and Island construction 6.92%
(ix) Inter locking concrete paver block 1.28%
Electrical -
utilities and
public health
utilities (Water
pipe lines and
sewage lines)

1.3 Procedure of estimating the value of work done.

1.3.1 Road works
Procedure for estimating the value of road work done shall be as follows:
National Highways Authority of India EPC Agreement

Table 1.3.1
Percentag
e
Stage of Payment weightage Payment Procedure

(1) (2) (3)

A- Widening & Strengthening of
- -
road
B.1- Reconstruction/New 2-Lane Realignment/
Bypass (Flexible Pavement) including pavement crust
of approaches (BC, DBM, Base, Sub-base &
Subgrade).
(1) Earthwork up to top of the sub-
grade 1.80%
(2) Sub-Base Course 3.72% Unit of measurement is linear length.
Payment of each stage shall be made on
pro rata basis on completion of a stage
(3) Non Bituminous Base Course 7.79% in full length of approach.
(4) Bituminous Base Course 19.89%
(5) Wearing Coat 7.22%
B.2- Reconstruction/New 4-Lane
Realignment/ Bypass (Rigid -
Pavement)/ Toll Plaza
C.1- Reconstruction/ New
Service/Slip Road -
(Flexible Pavement)
C.2- Reconstruction/New Service/Slip road
(Rigid Pavement)
(1) Earthwork up to top of the sub-
24.44%
grade
Unit of measurement is linear length.
(2) Sub-Base Course 4.33% Payment of each stage shall be made on
(3) Dry Lean Concrete (DLC) Course 5.74% pro rata basis on completion of a stage
in full length service road.
(4) Pavement Quality Concrete (PQC)
24.82%
Course

D- Re-Construction & New Culverts

on existing road, realignments,
bypasses

Cost of each culvert shall be

determined on pro rata basis with
Culverts (length <6m) 0.25% respect to the total number of culverts.
Payment shall be made on the
completion of at least two culverts.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 136
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

@. For example, if the total length of bituminous work to be done is 100 km, the cost per
km of bituminous work shall be determined as follows:
Cost per km = P x weightage for road work x weightage for bituminous work x (1/L)

Where P= Contract Price

L = Total length in km
Similarly, the rates per km for other stages shall be worked out accordingly.
Note: The length affected due to law and order problems or litigation during
execution due to which the Contractor is unable to execute the work, may be
deducted from the total project length for payment purposes. The total length
calculated here is only for payment purposes and will not affect and
referred in other clauses of the Contract Agreement.
1.3.2 Minor Bridges and Underpasses/Overpasses.
Procedure for estimating the value of Minor bridge and Underpasses/Overpasses shall be as
stated in table 1.3.2:
Table 1.3.2
Weightag
Stage of Payment Payment Procedure
e
(1) (2) (3)
A.1- Widening and repairs of
Minor Bridges -
(length>6m &<60m)
A.2- New minor bridges -
B.1-Widening and repair of
-
underpasses/overpasses
(i) Foundation +Sub- Structure: Cost of
each Underpass/ Overpass shall be determined
on pro-rata basis with respect to the total linear
B.2- New Underpasses/ length (m) of the Underpasses/ Overpasses.
Overpasses: Payment against foundation + sub- structure
(i) Foundation +Sub- Structure: shall be made on pro-rata basis on completion
On completion of the of a stage i.e. not less than 25% of the scope
foundation work including of foundation + sub- structure of each
foundations for wing and Underpasses/Overpasses subject to
return walls, abutments, piers 13.09% completion of at least two foundations along
up to the abutment/pier cap. with sub-structure up to abutment/pier cap
level each underpass /overpass.
In case where load testing is required for
foundation, the trigger of first payment shall
include load testing also where specified.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 137
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Weightag
Stage of Payment Payment Procedure
e
(1) (2) (3)
(ii) Super-structure: Payment shall be made
on pro-rata basis on completion of a stage i.e.,
(ii) Super-structure: On completion of super-structure of at least one
completion of the super- span in all respects as specified in the column
structure in all respects of "Stage of Payment" In this sub-clause
including wearing coat, excluding any payment made in pursuance to
bearings, expansion joints, here in under:
hand rails, crash barriers, If precast girders/segments are used, on
road signs &markings, tests casting of all such girders and segments for at
on completion etc. least one span and on submission of Indemnity
complete in all respect. Bond by the Contractor, 40% of the actual cost
Wearing Coat (a) in case of 12.43% of such precast girders/ segments determined
Overpass- wearing coat based on SoR prevalent on the Base date
including expansion joints within 30 days of submission of the bill
complete in all respects as therefor. In case the Contract Price is lower/
specified and (b) in case of higher than the Estimated Project Cost as per
underpass- rigid pavement RFP, then the SOR rates shall be reduced/
including drainage facility increased in the same proportion accordingly.
complete in all respects as Balance payment shall be after erection of /
specified. launching of these elements as per stage
payment stipulations.

(iii) Approaches: Payment shall be made on

pro-rata basis on completion of a stage i.e.
completion of approaches in all respect as
specified excluding any payment made in
pursuance to here in under:
If Reinforced Earth Wall is used with Facia
(iii) Approaches: On completion Panels/Blocks, on casting of all the Facia
of approaches including Retaining Panels/Blocks of all approaches and on
walls/Reinforced Earth walls, submission of Indemnity Bond by the
stone pitching, protection works Contractor, 40% of the actual cost of such
complete in all respect and fit for precast girders/segments determined based on
use without pavement crust (BC, 74.48% SoR prevalent on the Base date within 30 days
DBM, Base, Sub-base & of submission of the bill therefor. In case the
Subgrade) which is in road works Contract Price is lower/higher than the
head. Estimated Project Cost as per RFP, then the
SOR rates shall be reduced/ increased in the
same proportion accordingly. Balance
payment shall be after erection of/ launching
of these elements as per stage payment
stipulations.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 138
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

1.3.3 Major Bridge works ROB/RUB and Structures.

Procedure for estimating the value of Major Bridge works, ROB/RUB and Structures
shall be as stated in table 1.3.3:

Table 1.3.3
Stage of Payment Weightage Payment Procedure
(1) (2) (3)
A.1- Repairs of Major -
Bridges
A.2- New Major Bridges

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 139
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Stage of Payment Weightage Payment Procedure

(1) (2) (3)
B.1- Widening and repairs of
(a) ROB -
(b) RUB -

B.2- New
(a) ROB -
(b) RUB -
C.1- Widening and repairs of -
Elevated Section/Flyover/
Grade Separators
C.2- New Elevated Section/ (i) Foundation: Cost of each structure shall be
Flyovers/ Grade Separators determined on pro rata basis with respect to the
(i) Foundation total linear length (m) of the structure. Payment
13.42%
against foundation shall be made on pro-rata
basis on completion of a stage i.e. not less than
25% of the scope of foundation of the structure
subject to completion of at least two
foundations of the structure.

In case where load testing is required for

foundation, the trigger of first payment shall
include load testing also where specified.
(ii) Sub-structure 2.16% (ii) Sub-Structure: Payment against Sub-
Structure shall be made on pro-rata basis on
completion of a stage i.e. not less than 25% of
the scope of sub- structure of the structure
subject to completion of at least two sub-
structures of abutments/piers up to
abutment/pier cap level of the structure.

(iii) Super-structure (including 3.60% (iii) Super-structure: Payment shall be made

bearings) on pro-rata basis on completion of a stage i.e.,
completion of super-structure of at least one
span in all respects as specified in the column of
"Stage of Payment" In this sub-clause excluding
any payment made in pursuance to here in
under:
If precast girders/segments are used, on casting
of all such girders and segments for at least one
span and on submission of Indemnity Bond by
the Contractor, 40% of the actual cost of such
precast girders/segments determined based on
SoR prevalent on the Base date within 30 days

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 140
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Stage of Payment Weightage Payment Procedure

(1) (2) (3)
of submission of the bill therefor. In case the
Contract Price is lower/ higher than the
Estimated Project Cost as per RFP, then the
SOR rates shall be reduced/ increased in the
same proportion accordingly. Balance payment
shall be after erection of / launching of these
elements as per stage payment stipulations.
(iv)Wearing Coat including 0.07% (iv) Wearing Coat: Payment shall be made on
expansion joints completion of wearing coat including
expansion joints complete in all respects as
specified.
(v) Miscellaneous Items like 2.96% (v) Miscellaneous: Payments shall be made
hand rails, crash barriers, road on completion of all miscellaneous works like
markings etc hand rails, crash barriers, road markings etc.
complete in all respects as specified.
(vi) Wing walls/return walls - (vi) Wing walls/return walls: Payments shall
be made on completion of all Wing
walls/return walls complete in all respects as
specified.
(vii) Approaches (including 77.79% (vii) Approaches: Payment shall be made on
Retaining walls/Reinforced Earth pro-rata basis on completion of a stage i.e.
wall, stone pitching and completion of approaches in all respect as
protection works) without specified excluding any payment made in
pavement crust (BC, DBM, Base, pursuance to here in under:
Sub-base & Subgrade) which is If Reinforced Earth Wall is used with Facia
in road works head. Panels/Blocks, on casting of all the Facia
Panels/Blocks of all approaches and on
submission of Indemnity Bond by the
Contractor, 40% of the actual cost of such
precast girders/segments determined based on
SoR prevalent on the Base date within 30 days
of submission of the bill therefor. In case the
Contract Price is lower/ higher than the
Estimated Project Cost as per RFP, then the
SOR rates shall be reduced/ increased in the
same proportion accordingly. Balance payment
shall be after erection of / launching of these
elements as per stage payment stipulations.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 141
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Note: (1) In case of innovate Major Bridge projects like cable suspension/cable stayed/
Extra Dozed and exceptionally long span bridges, the schedule may be
modified as per site requirements before bidding with due approval of
Competent Authority.
(2) The Schedule for exclusive tunnel projects may be prepared as per
site requirements before bidding with due approval of Competent Authority.
1.3.4 Other works.
Procedure for estimating the value of other works done shall be as stated in table 1.3.4:
Table 1.3.4
Stage of Payment Weightage Payment Procedure
(1) (2) (3)
(i) Road side drains 40.10%
Unit of measurement is linear length in km.
Payment shall be made on pro rata basis on
(ii) Road signs, markings, km 7.00% completion of a stage in a length of not less
stones, safety devices, etc. than 10 % (ten per cent) of the total length.

(iii) Project Facilities

(iv) Others utility ducts, kerb,
safety barrier,
footpath/separator, New
jersey crash barrier etc.
a) precast kerb
b) Safety device like cat
eye, delineator, traffic 0.51% Unit of measurement is linear length.
mirror, LED blinkers 0.99% Payment shall be made on pro rata basis on
etc. completion of a stage in a length of not less
c)Footpath/ Separator than 10% (ten per cent) of the total
length/numbers.

33.81%

(v) Street Lighting (Double Arm, 5.08% Unit of measurement is linear length.
Single Arm, Solar Backup Payment shall be made on pro rata basis on
and High Mast) completion of a stage in a length of not
less than 10% (ten per cent) of the total
length.
(vi) Safety and traffic 0.76% Unit of measurement is linear length.
management system during Payment shall be made on pro rata basis on
construction completion of a stage in a length of not
less than 10% (ten per cent) of the total
length.
(vii) Pre-construction activities 3.55% Unit of measurement is linear length.
(site office, identification of
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 142
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Stage of Payment Weightage Payment Procedure

(1) (2) (3)
existing utilities, soil Payment shall be made on pro rata basis on
investigation etc. completion of a stage in a length of not
less than 10% (ten per cent) of the total
length.
(viii) Median and Island 6.92% Unit of measurement is linear length.
construction Payment shall be made on pro rata basis on
completion of a stage in a length of not
less than 10% (ten per cent) of the total
length.
(ix) Inter locking concrete paver 1.28% Unit of measurement is linear length.
block Payment shall be made on pro rata basis on
completion of a stage in a length of not
less than 10% (ten per cent) of the total
length.

1.3.5 Electrical utilities and public health utilities (water pipe lines and sewage lines)
Procedure for estimating the value of Electrical utilities and public health utilities (water
pipe lines and sewage lines) done shall be as stated in table 1.3.5:

Table 1.3.5
Weighta Payment
Stage of Payment
ge Procedure
Electrical utilities and public health utilities
-
(Water pipe lines and sewage lines)

2. Procedure for payment for Maintenance

2.1 The cost for maintenance shall be as stated in Clause 14.1.1.
2.2 Payment for Maintenance shall be made in quarterly installments in
accordance with the provisions of Clause 19.7.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 143
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Schedule – I
(See Clause 10.2.4)

DRAWINGS

1. Drawings
In compliance of the obligations set forth in Clause 10.2 of this
Agreement, the Contractor shall furnish to the Authority’s Engineer, free of cost, all
Drawings listed in Annex-I of this Schedule-I
2. Additional Drawings
If the Authority’s Engineer determines that for discharging its duties and functions under this
Agreement, it requires any drawings other than those listed in Annex-I. It may by notice
require the Contractor to prepare and furnish such drawings forthwith. Upon receiving a
requisition to this effect, the Contractor shall promptly prepare and furnish such drawings to
the Authority’s Engineer, as if such drawings formed part of Annex-I of this Schedule-I.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 144
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex – I

(Schedule – I)

List of Drawings

A broad list of the drawings of the various components/ elements of the Project Highway and project
facilities required to be submitted by the Contractor is given below:-

--------------------NIL--------------------

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 145
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - J
(See Clause 10.3.2)

PROJECT COMPLETION SCHEDULE

1 Project Completion Schedule

During Construction period, the Contractor shall comply with the requirements set forth in
this Schedule-J for each of the Project Milestones and the Scheduled Completion Date.
Within 15 (fifteen) days of the date of each Project Milestone, the Contractor shall notify the
Authority of such compliance along with necessary particulars thereof.
2 Project Milestone-I
2.1 Project Milestone-I shall occur on the date falling on the 180th (|Three hundred and twenty
fourth) day from the Appointed Date (the “Project Milestone-I”).
2.2 Prior to the occurrence of Project Milestone-I, the Contractor shall have commenced
construction of the Project Highway and submitted to the Authority duly and validly prepared
Stage Payment Statements for an amount not less than 10% (ten per cent) of the Contract
Price.
3 Project Milestone-II
3.1 Project Milestone-II shall occur on the date falling on the 329th (three hundred and twenty
nineth) day from the Appointed Date (the “Project Milestone-II”).
3.2 Prior to the occurrence of Project Milestone-II, the Contractor shall have continued with
construction of the Project Highway and submitted to the Authority duly and validly prepared
Stage Payment Statements for an amount not less than 35% (thirty per cent) of the Contract
Price.
4 Project Milestone-III
4.1 Project Milestone-III shall occur on the date falling on the 459th (four hundred and fifty
ninth) day from the Appointed Date (the “Project Milestone-III”).
4.2 Prior to the occurrence of Project Milestone-III, the Contractor shall have
Continued with construction of the Project Highway and submitted to the
Authority duly and validly prepared Stage Payment Statements for an amount not
less than 70% (sixty per cent) of the Contract Price.
5 Scheduled Completion Date
5.1 The Scheduled Completion Date shall occur on the 540th (five hundred and
fortieth) day from the Appointed Date.
5.2 On or before the Scheduled Completion Date, the Contractor shall have completed
construction in accordance with this Agreement.
6 Extension of time
Upon extension of any or all of the aforesaid Project Milestones or the Scheduled Completion
Date, as the case may be, under and in accordance with the provisions of this Agreement, the
Project Completion Schedule shall be deemed to have been amended accordingly.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 146
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - K
(See Clause 12.1.2)

Tests on Completion

1 Schedule for Tests

1.1 The Contractor shall, no later than 30 (thirty) days prior to the likely completion of
construction, notify the Authority’s Engineer and the Authority of its intent to subject the
Project Highway to Tests, and no later than 10 (ten) days prior to the actual date of Tests,
furnish to the Authority’s Engineer and the Authority detailed inventory and particulars of all
works and equipment forming part of Works.
1.2 The Contractor shall notify the Authority’s Engineer of its readiness to subject the Project
Highway to Tests at any time after 10 (ten) days from the date of such notice, and upon
receipt of such notice, the Authority’s Engineer shall, in consultation with the Contractor,
determine the date and time for each Test and notify the same to the Authority who may
designate its representative to witness the Tests. The Authority’s Engineer shall thereupon
conduct the Tests itself or cause any of the Tests to be conducted in accordance with Article
12 and this Schedule-K.
2 Tests
2.1 Visual and physical test: The Authority’s Engineer shall conduct a visual and physical check
of construction to determine that all works and equipment forming part thereof conform to the
provisions of this Agreement. The physical tests shall include (to be decided in consultation
with Authority’s Engineer at the time of physical tests as per relevant IRC codes/Manual).
2.2 Riding quality test: Riding quality of each lane of the carriageway shall be checked with the
help of a calibrated bump integrator and the maximum permissible roughness for purposes of
this Test shall be 2,000 (two thousand) mm for each kilometre.
2.3 Tests for bridges: All major and minor bridges shall be subjected to the rebound hammer and
ultrasonic pulse velocity tests, to be conducted in accordance with the procedure described in
Special Report No. 17: 1996 of the IRC Highway Research Board on Nondestructive Testing
Techniques, at two spots in every span, to be chosen at random by the Authority’s Engineer.
Bridges with a span of 15 (fifteen) metres or more shall also be subjected to load testing.
2.4 Other tests: The Authority’s Engineer may require the Contractor to carry out or cause to be
carried additional tests, in accordance with Good Industry Practice, for determining the
compliance of the Project Highway with Specifications and Standards, except tests as
specified in clause 5,but shall include measuring the reflectivity of road markings and road
signs; and measuring the illumination level (lux) of lighting using requisite testing equipment.
2.5 Environmental audit: The Authority’s Engineer shall carry out a check to determine
conformity of the Project Highway with the environmental requirements set forth in
Applicable Laws and Applicable Permits.
2.6 Safety Audit: The Authority’s Engineer shall carry out, or cause to be carried out, a safety
audit to determine conformity of the Project Highway with the safety requirements and Good
Industry Practice.
3 Agency for conducting Tests
All Tests set forth in this Schedule-K shall be conducted by the Authority’s
Engineer or such other agency or person as it may specify in consultation with the Authority.
4 Completion Certificate
Upon successful completion of Tests, the Authority’s Engineer shall issue the Completion
Certificate in accordance with the provisions of Article 12.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 147
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

5 The Authority Engineer will carry out tests with following equipment at his own cost in the
presence of contractor’s representative
Sr. Key metrics of Equipment to be used Frequency of condition survey
No. Asset

1 Surface Network Vehicle SurveyAt least twice a year (As per survey
defects of (NSV) months defined for the state basis rainy
pavement season)

2 Roughness of Network Vehicle SurveyAt least twice a year (As per survey
pavement (NSV) months defined for the state basis rainy
season)

3 Strength of Falling Weight At least once a year

pavement Deflectometer(FWD)

4 Bridges Mobile Bridge At least twice a year (As per survey

Inspection Unit(MBU) months defined for the state basis rainy
season)

5 Road signs Retro-reflectometer At least twice a year (As per survey

months defined for the state basis rainy
season)

The first testing with the help of NSV shall be conducted at the time of issue of Completion
Certificate.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 148
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - L
(See Clause 12.2 and 12.4)

PROVISIONAL CERTIFICATE

I, …………………………. (Name of the Authority‟s Engineer), acting as the

Authority‟s Engineer, under and in accordance with the Agreement dated
……………. (the “Agreement”), for Construction of six lane VUP including Service road and Drains
at new ch. 11+225 km on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53
in the state of Gujarat on Engineering, Procurement and Construction (the “EPC”) basis,through
………………………… (Name of Contractor), hereby certify

that the Tests in accordance with Article 12 of the Agreement have been undertaken to determine
compliance of the Project Highway with the provisions of the Agreement.

1 Works that are incomplete on account of Time Extension have been specified in the
Punch List appended hereto, and the Contractor has agreed and accepted that it shall complete all such
works in the time and manner set forth in the Agreement. In addition, certain minor works are
incomplete and these are not likely to cause material inconvenience to the Users of the Project
Highway or affect their safety. The Contractor has agreed and accepted that as a condition of this
Provisional Certificate, it shall complete such minor works within 30 (thirty) days hereof. These
minor works have also been specified in the aforesaid Punch List.

In view of the foregoing, I am satisfied that the Project namely Construction of six lane VUP
including Service road and Drains at new ch. 11+225 km on Hazira Port – Surat – Gujarat/
Maharashtra Border section of New NH-53 in the state of Gujarat through an Engineering,
Procurement and Construction (EPC) Contract mode can be safely and reliably placed in service of
the Users thereof, and in terms of the Agreement, the Project Highway is hereby provisionally
declared fit for entry into operation on this the ………… day of

……….. 20…...

ACCEPTED, SIGNED, SEALED SIGNED, SEALED AND

AND DELIVERED DELIVERED

For and on behalf of For and on behalf of

CONTRACTOR by: AUTHORITY‟s ENGINEER by:

(Signature) (Signature)

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 149
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

COMPLETION CERTIFICATE

1 I, ……………………. (Name of the Authority’s Engineer), acting as the Authority’s

Engineer, under and in accordance with the Agreement dated

………… (the “Agreement”) for Construction of six lane VUP including Service road and Drains
at new ch. 11+225 km on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-
53 in the state of Gujarat on Engineering, Procurement and Construction (the “EPC”)
basis,hrough

…………………. (Name of Contractor), hereby certify that the Tests in accordance with Article 12
of the Agreement have been successfully undertaken to determine compliance of the Project
Highway with the provisions of the Agreement, and I am satisfied that the Project Highway can be
safely and reliably placed in service of the Users thereof.

2 It is certified that, in terms of the aforesaid Agreement, all works forming part of Project
Highway have been completed, and the Project Highway is hereby declared fit for entry into operation
on this the ……… day of ………

20…..

SIGNED, SEALED AND DELIVERED

For and on behalf of

theAuthority‟s Engineer by:

(Signature)

(Name)

(Designation)

(Address)

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 150
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - M
(See Clauses 14.6, 15.2 and 19.7)

PAYMENT REDUCTION FOR NON-COMPLIANCE

1. Payment reduction for non-compliance with the Maintenance Requirements

1.1 Monthly lump sum payments for maintenance shall be reduced in the case of non-compliance
with the Maintenance Requirements set forth in Schedule-E.
1.2 Any deduction made on account of non-compliance with the Maintenance Requirements shall
not be paid even after compliance subsequently. The deductions shall continue to be made
every month until compliance is done.
1.3 The Authority‟s Engineer shall calculate the amount of payment reduction on the basis of
weightage in percentage assigned to non-conforming items as given in Paragraph 2.
2. Percentage reductions in lump sum payments
2.1 The following percentages shall govern the payment reduction:
S. No. Item/Defect/Deficiency Percentage
(a) Carriageway/Pavement
(i) Potholes, cracks, other surfacedefects 15%
(ii) Repairs of Edges, Rutting 5%
(b) Road, Embankment,Cuttings,Shoulders
Edge drop, inadequate crossfall,undulations, settlement,
(i) 10%
potholes,ponding,obstructions
Deficientslopes, raincuts,disturbedpitching,
(ii) 5%
vegetationgrowth, pruning of trees
(c) Bridges and Culverts
Desilting,cleaning. Vegetationgrowth, damaged
(i) pitching,flooring,parapets, wearing course,footpaths,any 20%
damage tofoundations.

S. No. Item/Defect/Deficiency Percentage

(ii) Any Defects in superstructures,bearings and sub-structures 10%
(iii) Painting, repairs/replacementkerbs, railings, 5%
parapets,guideposts/crash barriers
(d) Roadside Drains
(i) Cleaning and repair of drains 5%
(e) Road Furniture
(i) Cleaning, painting, replacement ofroad signs, delineators, road 5%
markings, 200 m/km/5t h km stones
(f) Miscellaneous Items
(i) Removal of dead animals, broken down / accidented vehicles, 10%
fallen trees, road blockades or malfunctioning of mobilecrane

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 151
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

(ii) Any other Defects in accordancewith paragraph 1. 5%

(g) Defects in Other Project Facilities 5%

2.2 The amount to be deducted from monthly lump-sum payment for non
compliance of particular item shall be as under:
calculated
R=P/100 x M
x L1/L
Where P = Percentage of particular for deduction
item/Defect/deficiency
M = Monthly lump-sum payment in accordance with the Bid
L1 = Non- length
complying
L = Total length of the
road,

R = Reduction (the amount to be deducted for non compliance for a particular

item/Defect/deficiency
The total amount of reduction shall be arrived at by summation of reductions for such
items/Defects/deficiency or non compliance.
For any Defect in a part of one kilometer, the non-conforming length shall be taken as one
kilometer.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 152
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - N
(See Clause 18.1.1)

SELECTION OF AUTHORITY’S ENGINEER

1 Selection of Authority’s Engineer

1.1 The provisions of the Model Request for Proposal for Selection of Technical Consultants,
issued by the Ministry of Finance in May 2009, or any substitute thereof shall apply for
selection of an experienced firm to discharge the functions and duties of an Authority’s
Engineer.
1.2 In the event of termination of the Technical Consultants appointed in accordance with the
provisions of Paragraph 1.1, the Authority shall appoint another firm of Technical
Consultants forthwith and may engage a government-owned entity in accordance with the
provisions of Paragraph 3 of this Schedule-N.
2 Terms of Reference
The Terms of Reference for the Authority’s Engineer (the “TOR”) shall substantially
conform with Annex 1 to this Schedule N.
3 Appointment of Government entity as Authority’s Engineer
Notwithstanding anything to the contrary contained in this Schedule, the Authority may in its
discretion appoint a government-owned entity as the Authority’s Engineer; provided that such
entity shall be a body corporate having as one of its primary functions the provision of
consulting, advisory and supervisory services for engineering projects; provided further that a
government-owned entity which is owned or controlled by the Authority shall not be eligible
for appointment as Authority’s Engineer.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 153
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Annex – I
(Schedule - N)

TERMS OF REFERENCE FOR AUTHORITY’S ENGINEER

1 Scope

1.1 These Terms of Reference (the “TOR”) for the Authority’s Engineer are being specified
pursuant to the EPC Agreement dated ........... (the “Agreement),which has been entered
into between the National Highways Authority of India, G-5& 6, Dwara, Sector-10, New
Delhi-110075 (the “Authority”) and .......... (the“Contractor”) for Construction of six lane
VUP including Service road and Drains at new ch. 11+225 km on Hazira Port – Surat –
Gujarat/ Maharashtra Border section of New NH-53 in the state of Gujarat on
Engineering, Procurement, Construction (EPC) basis, and a copy of which is annexed
hereto and marked as Annex-A to form part of this TOR.
1.2 The TOR shall apply to construction and maintenance of the Project Highway.
2 Definitions and interpretation
2.1 The words and expressions beginning with or in capital letters and not defined herein but
defined in the Agreement shall have, unless repugnant to the context, the meaning
respectively assigned to them in the Agreement.
2.2 References to Articles, Clauses and Schedules in this TOR shall, except where the context
otherwise requires, be deemed to be references to the Articles, Clauses and Schedules of the
Agreement, and references to Paragraphs shall be deemed to be references to Paragraphs of
this TOR.
2.3 The rules of interpretation stated in Clauses 1.2, 1.3 and 1.4 of the Agreement shall apply,
mutatis mutandis, to this TOR.
3. General
3.1 The Authority’s Engineer shall discharge its duties in a fair, impartial and efficient manner,
consistent with the highest standards of professional integrity and Good Industry Practice.
3.2 The Authority’s Engineer shall perform the duties and exercise the authority in accordance
with the provisions of this Agreement, but subject to obtaining prior written approval of the
Authority before determining:
(a) any Time Extension;
(b) any additional cost to be paid by the Authority to the Contractor;
(c) the Termination Payment; or
(d) any other matter which is not specified in (a), (b) or (c) above and which creates an
obligation or liability on either party.
3.3 The Authority’s Engineer shall submit regular periodic reports, at least once every month, to
the Authority in respect of its duties and functions under this Agreement. Such reports shall
be submitted by the Authority’s Engineer within 10 (ten) days of the beginning of every
month.
3.4 The Authority’s Engineer shall inform the Contractor of any delegation of its duties and
responsibilities to its suitably qualified and experienced personnel; provided, however, that it
shall not delegate the authority to refer any matter for the Authority’s prior approval in
accordance with the provisions of Clause 18.2.
3.5 The Authority’s Engineer shall aid and advise the Authority on any proposal for Change of
Scope under Article 13.
3.6 In the event of any disagreement between the Parties regarding the meaning, scope and nature
of Good Industry Practice, as set forth in any provision of the Agreement, the Authority’s
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 154
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Engineer shall specify such meaning, scope and nature by issuing a reasoned written
statement relying on good industry practice and authentic literature.
4 Construction Period
4.1 During the Construction Period, the Authority’s Engineer shall review the Drawings
furnished by the Contractor along with supporting data, including the geo-technical and
hydrological investigations, characteristics of materials from borrow areas and quarry sites,
topographical surveys, and the recommendations of the Safety Consultant in accordance with
the provisions of Clause 10.1.6. The Authority’s Engineer shall complete such review and
send its observations to the Authority and the Contractor within 15 (fifteen) days of receipt of
such Drawings; provided, however that in case of a Major Bridge or Structure, the aforesaid
period of 15 (fifteen) days may be extended upto 30 (thirty) days. In particular, such
comments shall specify the conformity or otherwise of such Drawings with the Scope of the
Project and Specifications and Standards.
4.2 The Authority’s Engineer shall review any revised Drawings sent to it by the Contractor and
furnish its comments within 10 (ten) days of receiving such Drawings.
4.3 The Authority’s Engineer shall review the Quality Assurance Plan submitted by the
Contractor and shall convey its comments to the Contractor within a period of 21 (twenty-
one) days stating the modifications, if any, required thereto.
4.4 The Authority’s Engineer shall complete the review of the methodology proposed to be
adopted by the Contractor for executing the Works, and convey its comments to the
Contractor within a period of 10 (ten) days from the date of receipt of the proposed
methodology from the Contractor.
4.5 The Authority’s Engineer shall grant written approval to the Contractor, where necessary, for
interruption and diversion of the flow of traffic in the existing lane(s) of the Project Highway
for purposes of maintenance during the Construction Period in accordance with the provisions
of Clause 10.4.
4.6 The Authority’s Engineer shall review the monthly progress report furnished by the
Contractor and send its comments thereon to the Authority and the Contractor within 7
(seven) days of receipt of such report.
4.7 The Authority‟s Engineer shall inspect the Construction Works and the Project Highway and
shall submit a monthly Inspection Report bringing out the results of inspections and the
remedial action taken by the Contractor in respect of Defects or deficiencies. In particular, the
Authority‟s Engineer shall include in its Inspection Report, the compliance of the
recommendations made by the Safety Consultant.
4.8 The Authority‟s Engineer shall conduct the pre-construction review of manufacturer's test
reports and standard samples of manufactured Materials, and such other Materials as the
Authority‟s Engineer may require.
4.9 For determining that the Works conform to Specifications and Standards, the Authority‟s
Engineer shall require the Contractor to carry out, or cause to be carried out, tests at such time
and frequency and in such manner as specified in the Agreement and in accordance with
Good Industry Practice for quality assurance. For purposes of this Paragraph 4.9, the tests
specified in the IRC Special Publication-11 (Handbook of Quality Control for Construction of
Roads and Runways) and the Specifications for Road and Bridge Works issued by MORTH
(the “Quality Control Manuals”) or any modification/substitution thereof shall be deemed to
be tests conforming to Good Industry Practice for quality assurance.
4.10 The Authority‟s Engineer shall test check at least 20 (twenty) percent of the quantity or
number of tests prescribed for each category or type of test for quality control by the
Contractor.
4.11 ThetimingoftestsreferredtoinParagraph4.9,andthecriteriaforacceptance/ rejection of their
results shall be determined by the Authority‟s Engineer in accordance with the Quality
Control Manuals. The tests shall be undertaken on a random sample basis and shall be in
addition to, and independent of, the tests that may be carried out by the Contractor for its own
Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 155
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

quality assurance in accordance with Good Industry Practice.

4.12 In the event that results of any tests conducted under Clause 11.10 establish any Defects or
deficiencies in the Works, the Authority‟s Engineer shall require the Contractor to carry out
remedial measures.
4.13 The Authority‟s Engineer may instruct the Contractor to execute any work which is urgently
required for the safety of the Project Highway, whether because of an accident, unforeseeable
event or otherwise; provided that in case of any work required on account of a Force Majeure
Event, the provisions of Clause 21.6 shall apply.
4.14 In the event that the Contractor fails to achieve any of the Project Milestones, the Authority‟s
Engineer shall undertake a review of the progress of construction and identify potential
delays, if any. If the Authority‟s Engineer shall determine that completion of the Project
Highway is not feasible within the time specified in the Agreement, it shall require the
Contractor to indicate within 15 (fifteen) days the steps proposed to be taken to expedite
progress, and the period within which the Project Completion Date shall be achieved. Upon
receipt of a report from the Contractor, the Authority‟s Engineer shall review the same and
send its comments to the Authority and the Contractor forthwith.
4.15 The Authority‟s Engineer shall obtain from the Contractor a copy of all the Contractor‟s
quality control records and documents before the Completion Certificate is issued pursuant to
Clause 12.4.
4.16 Authority‟s Engineer may recommend to the Authority suspension of the whole or part of the
Works if the work threatens the safety of the Users and pedestrians. After the Contractor has
carried out remedial measure, the Authority‟s Engineer shall inspect such remedial measures
forthwith and make a report to the Authority recommending whether or not the suspension
hereunder may be revoked.
4.17 In the event that the Contractor carries out any remedial measures to secure the safety of
suspended works and Users, and requires the Authority‟s Engineer to inspect such works, the
Authority‟s Engineer shall inspect the suspended works within 3 (three) days of receiving
such notice, and make a report to the Authority forthwith, recommending whether or not such
suspension may be revoked by the Authority.
4.18 The Authority‟s Engineer shall carry out, or cause to be carried out, all theTests specified in
Schedule-K and issue a Completion Certificate or Provisional Certificate, as the case may be.
For carrying out its functions under this Paragraph 4.18 and all matters incidental thereto, the
Authority‟s Engineer shall act under and in accordance with the provisions of Article 12 and
Schedule-K.
5. Maintenance Period
5.1 The Authority‟s Engineer shall aid and advise the Contractor in the preparation of its monthly
Maintenance Programme and for this purpose carry out a joint monthly inspection with the
Contractor.
5.2 The Authority‟s Engineer shall undertake regular inspections, at least once every month, to
evaluate compliance with the Maintenance Requirements and submit a Maintenance
Inspection Report to the Authority and the Contractor.
5.3 The Authority‟s Engineer shall specify the tests, if any, that the Contractor shall carry out, or
cause to be carried out, for the purpose of determining that the Project Highway is in
conformity with the Maintenance Requirements. It shall monitor and review the results of
such tests and the remedial measures, if any, taken by the Contractor in this behalf.
5.4 In respect of any defect or deficiency referred to in Paragraph 3 of Schedule-E, the
Authority‟s Engineer shall, in conformity with Good Industry Practice, specify the
permissible limit of deviation or deterioration with reference to the Specifications and
Standards and shall also specify the time limit for repair or rectification of any deviation or
deterioration beyond the permissible limit.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 156
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

5.5 The Authority‟s Engineer shall examine the request of the Contractor for closure of any
lane(s) of the Project Highway for undertaking maintenance/repair thereof, and shall grant
permission with such modifications, as it may deem necessary, within 5 (five) days of
receiving a request from the Contractor. Upon expiry of the permitted period of closure, the
Authority‟s Engineer shall monitor the reopening of such lane(s), and in case of delay,
determine the Damages payable by the Contractor to the Authority under Clause 14.5.

6 Determination of costs and time

6.1 The Authority‟s Engineer shall determine the costs, and/or their
reasonableness, that are required to be determined by it under the Agreement.

6.2 The Authority‟s Engineer shall determine the period of Time Extension that
is required to be determined by it under the Agreement.

6.3 The Authority‟s Engineer shall consult each Party in every case of determination in
accordance with the provisions of Clause 18.5.
7. Payments
7.1 The Authority‟s Engineer shall withhold payments for the affected works for which the
Contractor fails to revise and resubmit the Drawings to the Authority‟s Engineer in
accordance with the provisions of Clause 10.2.4 (d).
7.2 Authority‟s Engineer shall -
(a) within 10 (ten) days of receipt of the Stage Payment Statement from the Contractor pursuant
to Clause 19.4, determine the amount due to the Contractor and recommend the release of 90
(ninety) percent of the amount so determined as part payment, pending issue of the Interim
Payment Certificate; and
(b) within 15 (fifteen) days of the receipt of the Stage Payment Statement referred to in Clause
19.4, deliver to the Authority and the Contractor an Interim Payment Certificate certifying the
amount due and payable to the Contractor, after adjustments in accordance with the
provisions of Clause 19.10.

7.3 The Authority‟s Engineer shall, within 15 (fifteen) days of receipt of the
Monthly Maintenance Statement from the Contractor pursuant to Clause
19.6, verify the Contractor‟s monthly statement and certify the amount to be
paid to the Contractor in accordance with the provisions of the Agreement.
7.4
The Authority‟s Engineer shall certify final payment within 30 (thirty) days
of the receipt of the final payment statement of Maintenance in accordance
with the provisions of Clause 19.16.

8. Other duties and functions

The Authority’s Engineer shall perform all other duties and functions as specified in the
Agreement.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 157
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

9 Miscellaneous
9.1 A copy of all communications, comments, instructions, Drawings or Documents sent by the
Authority’s Engineer to the Contractor pursuant to this TOR, and a copy of all the test results
with comments of the Authority’s Engineer thereon, shall be furnished by the Authority’s
Engineer to the Authority forthwith.
9.2 The Authority’s Engineer shall retain at least one copy each of all Drawingsand Documents
received by it, including „as-built‟ Drawings, and keep them in its safe custody.
9.3 Within 90 (ninety) days of the Project Completion Date, the Authority’s Engineer shall obtain
a complete set of as-built Drawings, in 2 (two) hard copies and in micro film form or in such
other medium as may be acceptable to the Authority, reflecting the Project Highway as
actually designed, engineered and constructed, including an as-built survey illustrating the
layout of the Project Highway and setback lines, if any, of the buildings and structures
forming part of Project Facilities; and shall hand them over to the Authority against receipt
thereof.
9.4 The Authority’s Engineer, if called upon by the Authority or the Contractor or both, shall
mediate and assist the Parties in arriving at an amicable settlement of any Dispute between the
Parties.
9.5 The Authority’s Engineer shall inform the Authority and the Contractor of any event of
Contractor’s Default within one week of its occurrence.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 158
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - O
(See Clauses 19.4.1, 19.6.1, and 19.8.1)

Forms of Payment Statements

1. Stage Payment Statement for Works

The Stage Payment Statement for Works shall state:
(a) the estimated amount for the Works executed in accordance with Clause 19.3.1
subsequent to the last claim;
(b) amounts reflecting adjustments in price for the aforesaid claim;
(c) the estimated amount of each Change of Scope Order executed subsequent to the last
claim;
(d) amounts reflecting adjustment in price, if any, for (c) above in accordance with the
provisions of Clause 13.2.3 (a);
(e) total of (a), (b), (c) and (d) above;
(f) Deductions:
(i) Any amount to be deducted in accordance with the provisions of the Agreement
except taxes;
(ii) Any amount towards deduction of taxes; and
(iii) Total of (i) and (ii) above.
(iv) Net claim: (e) – (f) (iii);
(g) The amounts received by the Contractor upto the last claim:
(i) For the Works executed (excluding Change of Scope orders);
(ii) For Change of Scope Orders, and
(iii) Taxes deducted
2. Monthly Maintenance Payment Statement
The monthly Statement for Maintenance Payment shall state:
(a) the monthly payment admissible in accordance with the provisions of the Agreement;
(b) the deductions for maintenance work not done;
(c) net payment for maintenance due, (a) minus (b);
(d) amounts reflecting adjustments in price under Clause 19.12; and
(e) amount towards deduction of taxes
3. Contractor’s claim for Damages
Note: The Contractor shall submit its claims in a form acceptable to the Authority.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 159
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

SCHEDULE - P
(See Clause 20.1)

INSURANCE

1. Insurance during Construction Period

1.1 The Contractor shall effect and maintain at its own cost, from the Appointed Date till the date
of issue of the Completion Certificate, the following insurances for any loss or damage
occurring on account of Non Political Event of Force Majeure, malicious act, accidental
damage, explosion, fire and terrorism:
(a) insurance of Works, Plant and Materials and an additional sum of 15 (fifteen) per cent
of such replacement cost to cover any additional costs of and incidental to the
rectification of loss or damage including professional fees and the cost of
demolishing and removing any part of the Works and of removing debris of
whatsoever nature; and
(b) insurance for the Contractor's equipment and Documents brought onto the Site by the
Contractor, for a sum sufficient to provide for their replacement at the Site.
1.2 The insurance under paragraph 1.1 (a) and (b) above shall cover the Authority and the
Contractor against all loss or damage from any cause arising under paragraph 1.1 other than
risks which are not insurable at commercial terms.

2. Insurance for Contractor's Defects Liability

The Contractor shall effect and maintain insurance cover of not less than 15% of the contract
price for the Works from the date of issue of the Completion Certificate until the end of the
Defects Liability Period for any loss or damage for which the Contractor is liable and which
arises from a cause occurring prior to the issue of the Completion Certificate. The Contractor
shall also maintain other insurances for maximum sums as may be required under the
Applicable Laws and in accordance with Good Industry Practice.
3. Insurance against injury to persons and damage to property
3.1 The Contractor shall insure against its liability for any loss, damage, death or bodily injury, or
damage to any property (except things insured under Paragraphs 1 and 2 of this Schedule or
to any person (except persons insured under Clause 20.9), which may arise out of the
Contractor's performance of this Agreement. This insurance shall be for a limit per occurrence
of not less than the amount stated below with no limit on the number of occurrences.
The insurance cover shall be not less than: Rs. 8.00 Crore (Rupees EightCrore Only)
3.2 The insurance shall be extended to cover liability for all loss and damage to the Authority's
property arising out of the Contractor’s performance of this Agreement excluding:
(a) the Authority's right to have the construction works executed on, over, under, in or
through any land, and to occupy this land for the Works; and
(b) damage which is an unavoidable result of the Contractor's obligations to execute the
Works.
4. Insurance to be in joint names
The insurance under paragraphs 1 to 3 above shall be in the joint names of the Contractor and
the Authority.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 160
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Schedule-Q
(See Clause 14.10)

Tests on Completion of Maintenance Period

1. Riding Quality test:

Riding quality test: Riding quality of each lane of the carriageway shall be checked with the
help of a calibrated bump integrator and the maximum permissible roughness for purposes of
this Test shall be [2,200 (two thousand and two hundred only)] mm for each kilometer.
2. Visual and physical test:
The Authority’s Engineer shall conduct a visual and physical check of construction to
determine that all works and equipment forming part thereof conform to the provisions of this
Agreement. The physical tests shall include measurement of cracking, rutting, stripping and
potholes and shall be as per the requirement of maintenance mentioned in Schedule-E.

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 161
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat
National Highways Authority of India EPC Agreement

Schedule-R
(See Clause 14.10)

Taking Over Certificate

I,..............................(Name and designation of the Authority’s Representative) under andin

accordance with theAgreementdated (the “Agreement”), for [construction ofthe ****section (km
** to km **) of ****] (the “Project Highway”) on Engineering, Procurement and Construction (EPC)
basis through...........(Name of Contractor), hereby certify that the Tests on completion of Maintenance
Period in accordance with Article 14 of the Agreement have been successfully undertaken to
determine compliance of the Project Highway with the provisions of the Agreement and I hereby
certify that the Authority has taken over the Project highway from the Contractor on this day.........

SIGNED, SEALED AND DELIVERED

(Signature)

(Name and designation of Authority’s Representative)

(Address)

**** End of the Document*****

Construction of six lane VUP at new Ch. 11+225 km and FLYOVER at new Ch. 14+440 km including 162
Service road and Drains on Hazira Port – Surat – Gujarat/ Maharashtra Border section of New NH-53 in
the state of Gujarat