SCHEDULES to EPC AGREEMENT Part-1irsdc.in/sites/default/files/ANVT EPC Schedule.pdf · Redevelopment of Anand Vihar Railway Station on EPC 130 f. Project Facilities as specified in

Redevelopment of Anand Vihar Railway Station on EPC 122

SCHEDULES

to

EPC AGREEMENT

Part-1

Indian Railway Stations Development Corporation Ltd. Request for Proposal - Volume II- EPC Agreement


SCHEDULE-A

(See Clauses 2.1 and 8.1)

SITE OF THE PROJECT 1. The Site

Refer drawing no. MMD-321807-C-DR-00-XX-2000 as per Schedule-I (Drawings)1

2. Description OF Project Site

Station building to be constructed on Land and Airspace as earmarked on the Master

Plan and shall have area (Site) as tabulated below:

Schedule A- Annex IA 1. Proposed Land for:

*Refer Master Plan provided in Schedule A- Annex 1F

a. Station area of 9,117 sq m is categorised as under:

(i) Z1A1- 1,232 sqm

(ii) Z1A2- 7,885 sqm

b. Station Area in airspace, Z1B-19,428 sqm

c. Circulating areas of 113,571 sqm is categorised as under::

(i) Z-1C1 - 57,553 sqm

(ii) Z-1C2 - 31,680 sqm

(iii) Z-1C3 - 24,338 sqm

d. Parking Area 15,4802 sq m considered in Circulating area above;

e. Utility and service area of 12,856 sq m is categorised as under:

(i) Z-1D1 - 2,394 sqm

(ii) Z-1D2 - 1,637 sqm

(iii) Z-1D3 - 1,889 sqm

(iv) Z-1D4 - 3,384 sqm

(v) Z-1D5 – 3,755 sqm

1 Amended as per Point no. 6 of Corrigendum 4 2 Amended as per Point no. 7 of Corrigendum 4



(vi) Z-1D6 - 1,554 sqm

f. Platform area of 47,610 sq m is categorised as under::

(i) Z-1E1 – 3,641 sqm

(ii) Z-1E2 – 8,094 sqm

(iii) Z-1E3 – 5,490 sqm

(iv) Z-1E4 – 8,134 sqm

(v) Z-1E5 – 8,239 sqm

(vi) Z-1E6 – 8,595 sqm

(vii) Z-1E7 – 5,195 sqm

Schedule A Annex 1B

1. Proposed land* for relocation of certain existing building structures : *Refer Master Plan provided in Schedule A- Annex 1F

a. Other office Buildings of 9,579 sq m including parking area of which need to be

relocated from existing station is categorised as under:

i. Z1A3 – 8,396 sqm including parking area of 665 sqm

ii. Z1A4 – 1,183 sqm

Schedule A Annex 1C:

1. Proposed land* for yard and Railway operational area:

(*Refer Master Plan provided in Schedule A Annex 1F)

2. Land of 295,267 sq. m is categorised as under::

a. Z-3A – 292,253 sqm

b. Z-3B - 3,014 sqm

Schedule A Annex 1D: Railway Passenger Holding Land and Commercial

Development in Airspace

1. Proposed area for Railway Passenger Holding* 13,228 sq. m (Double height) is

categorised as under: *Refer Master Plan provided in Schedule A Annex 1F



a. Z-4A - 6,248 sqm

b. Z-4B - 6,980 sqm

Schedule A- Annex 1E Summary Table

S.

No.

Description Zone Marked on

the Plan

Approximate area

(m2)

a Construction/Development of

the Station

Zone 1 (Z-1A1

Z-1A2, Z-1C1

Z-1C2, Z-1C3,Z-

1D1,Z-1D2

Z-1D3,Z-1D4,Z-

1D5,Z-1D6, Z-

1E1, Z-1E2, Z-

1E3, Z-1E4, Z-

1E5, Z-1E6, Z-

1E7)

184,689

b Relocation of certain existing

structures

Zone 1(Z1A3.

Z1A4)

9,579

e Yard and Railway Operational

Area (Restricted Area)

Zone 3(Z-3A, and

Z-3B)

295,267

f Railway Passenger Holding

Land and Commercial

Development in Airspace

Zone 4 ((Z-4A,

and Z-4B)

13,228

g Encumbrance area

1. Nursery

2. Indian Oil Railway

Consumer Depot

Zone 5 (Z-5A, Z-

5B and Z-5C)

6,387

h Site for establishment of

Temporary Offices for

contractor, Independent

Engineer and staff; storage; Bar

bending yard; batching Plant;

Zone 2 To be developed on

commercial

development land



S.

No.

Description Zone Marked on

the Plan

Approximate area

(m2)

Laboratory; Contractors’ Labour

Camp etc.

Schedule A Annex 1F Master Plan

For Area details and location under various zones detailed out under this Schedule, please refer drawing No. MMD-321807-C-DR-00-XX-2000 provided in Schedule I – Reference Drawings (Schedule I of draft EPC Agreement). For Detailed Master Plan Refer Drg. No, MMD-321807-C-DR-00-XX-1010 to 1013 provided in Schedule I – Reference Drawings



SCHEDULE-B

(See Clauses 2.1)

CONSTRUCTION OF THE PROJECT

1. Development of the Project.

Development of the Project shall include construction of the Project as described in this Schedule-B and in Schedule-C.

2. Construction of Project

As per the Specifications standards and scope of the project outlined in the agreement. 3. Project Facilities

Project facilities shall be constructed in conformity with Schedule-C.

4. Specifications and Standards

The Project shall be designed and constructed in conformity with the Specifications and Standards specified in Schedule-D.



Annex - I

(Schedule-B)

PROJECT FACILITIES (SCOPE OF PROJECT)

1. Project Facilities

The Contractor shall construct the Project Facilities in accordance with the provisions of this Agreement. Such Project Facilities shall include:

Schedule B Annex 1A

The Project shall comprise of design, construction and procurement of :

a. Station Building to be developed on Station Area land and airspace shall have a Built Up

Area of atleast 27,777 sq. m which includes:

S.no. Item Built up

Area in

sqm

Zone

Reference drawings as provided

in Schedule I

1 Concourse 14,508 Z-1A1 and

Z-1B

MMD-321807-A-DR-00-CC-1100

to 1104

2 Upper

Concourse

2,963 Z-1B MMD-321807-A-DR-00-UC-1100

to 1102

4 Rear Entry 540 Z-1A1 MMD-321807-A-DR-00-GF-1100

and MMD-321807-A-DR-00-GF-

1104

5 Basement

including ramp

(Car Parking)

9,766 Z-1A2 MMD-321807-A-DR-00-SW-1100

to 1102

Total 27,777

b. Roof to be provided at concourse covering atleast 17,751 sqm as shown in drawing no. MMD-

321807-A-DR-00-RF-1100 to 1103 and canopy to be provided at interchange plaza covering

atleast 9,720 sqm as shown in drawing no. MMD-321807-A-DR-00-GF-1100 to 1102. The

shape of the roof and interchange plaza canopy shall be maintained as shown in drawing no.



MMD-321807-A-DR-00-3D-1000 to 1003.

c. Retrofitting of existing station building which includes:

S.no. Item Built up

Area in

sqm

Zone

Reference drawings as provided in

Schedule I

1 Ground

Floor

3,343 Z-1A2 MMD-321807-A-DR-00-GF-1100 to 1103

2 Mezzanine

Floor

3,343 Z-1A2 MMD-321807-A-DR-00-MF-1100 to 1101

3 Concourse

Entrance

3,343 Z-1A2 MMD-321807-A-DR-00-CC-1100 to 1101

Total 10,029

d. Dismantling of existing structure having total built up area of atleast 6,900 sqm which

includes:

S.no. Item Built Up

area in

sqm

Reference drawings as provided in

Schedule I

1 Side wings of existing

station building

5,300 MMD-321807-EX-DR-00-GF-1300, 1301,

and 1303

MMD-321807-EX-DR-00-FF-1300, 1301,

and 1303

MMD-321807-EX-DR-00-SF-1300, 1301,

and 1303

2 Other Existing Utility

buildings

1,600 MMD-321807-EX-DR-00-UP-1300 R13

Total 6,900

e. Railway Passenger holding area of double height (3, 3a, 4, 4A, 5, 5A, 6 and 6A) as marked

in drawing no. MMD-321807-C-DR-0-XX-1010 to 1013 provided in Schedule I and shall

have a built-up area of atleast 8,980 sq. m (including commercial kiosk area of 1,078sqm).

3 Amended as per Point no. 8 of Corrigendum 4



f. Project Facilities as specified in Schedule B Annex 1E

g. Road and related infrastructure to be constructed on atleast 42,750 sqm of area as marked in drawing no. MMD-321807-C-DR-0-XX-1010 to 1013 in Schedule I.

h. Landscaping area of atleast 15,500 sqm to be developed as earmarked in drawing no. MMD-321807-A-DR-0-LS-1000 to 1003 in Schedule I.

i. Project Utilities shall be as per Schedule C.

j. Parking areas as specified under Schedule B Annex 1C (Scope of Station Parking);

k. All damages caused during dismantling or retrofitting or construction, on existing

infrastructure/ structure shall be repaired for e.g. flooring damage, any structural damage

etc.

l. The Project shall be carried out in conformity with the requirements of Schedule D and as

otherwise prescribed under the agreement and the other schedules.

Schedule B Annex 1B Scope of relocation of existing facilities

The existing facilities currently located in the station building shall have to be relocated

elsewhere as provided in the table below and shall comprise of design, construction and

procurement:

a. Other office buildings shall have a minimum built up area of 6,162 sqm which includes:

S.no. Item Built Up area in

sqm

Zone

Reference drawings as

provided in Schedule I

1 Building for PRS,

comm. Staff,

retiring rooms and

rest rooms for

officer (G+3)

4,296 Z-1A3 MMD-321807-C-DR-0-

XX-1010 R1 to 1013

2 GRP Office, RPF

barracks, RMS and

Railway Kitchen

catering (G+2)

1,866 Z-1A4 MMD-321807-C-DR-0-

XX-1010 to 1013

Total 6,162

Schedule B Annex 1C Scope of Station Parking

The Contractor shall as a part of the Project, construct minimum surface parking area 15,480



sqm and basement parking area 9,766 sqm as listed below: (Refer Drwg. No. MMD-321807-

TP-DR-00-PP-1300 to 1303, and MMD-321807-A-DR-00-SW-1100 to 1102)

Mode Proposed Parking Bays Parking Type

Car (parking) 178 Basement Car (drop/pick) 80 Surface 2W (parking) 657 Basement 2W (drop/pick) 4 (in car lane) Surface Taxi (parking) 161 Surface Taxi (drop/pick) Surface Auto (parking) 331 Surface Auto (drop/pick) Surface Gramin Sewa 14 Surface bus (drop/pick) 28 Surface NMV (drop+parking) 73 Surface Total Parking Bays 1,526 (902 ECS) Additional Parking Mini LCV/LCV - Parcel 33 Surface Mini LCV - Food 11 Surface Bus parking 5 Surface Army (trucks/bus) 10 Surface Emergency vehicles 5 Surface

Schedule B Annex 1D Scope of Parcel Handling Facilities

No facility has been proposed for Parcel handling

Note4:

1. For Station concourse, the clear height between bottom of lowest beam of station

concourse and the rail level indicated in schedule I (drawings) shall be governed by

report approved by RDSO vide letter no. TI/OHE/GA/2017 dated 31.08.2017 (letter at

Annexure 1 of this corrigendum and full report at www.irsdc.com). All necessary

arrangements for providing OHE as per existing/ future railway requirements shall be

made by the Contractor. The design of the concourse and beam shall be with appropriate

loads for providing OHE. The arrangements shall be got approved from Railways by the

Contractor. All associated works such as earthing, protection from bird menace and


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other measures stipulated by Railways shall be deemed to be included in the scope of

work. However, the work of modification of OHE in the power and traffic block shall be

taken up by Railways with all associated costs for execution of works by Railways to be

borne by the Contractor. All necessary coordination, safety precautions required to take

up these works shall be the sole responsibility of the Contractor. IRSDC shall assist

wherever possible.

2. The Concourse and all Passenger holding areas under the scope of work shall be

designed, detailed and provided for such that bird menace is ruled out.

Schedule B Annex 1E Scope of Station Facilities S.

No.

Details of

Facilities

Minimum

Area/Number/

Extent

Description and other requirement

1. Ticketing

counters

106 sqm Refer drawing no.

MMD-321807-A-DR-00-CC-1100 to 1104

2. Ticketing

vending machine

As per

requirement

To be agreed with IRSDC/or Railways

3. Pedestrian

facilities

37,788 sqm This include footpath, interchange plaza etc.

Refer drawing

MMD-321807-C-DR-00-XX-1005

4. Cloak room 185 sqm Located at concourse level. Refer Drawing

no.

MMD-321807-A-DR-00-CC-1100 to 1104

5. General Waiting

Lounge

59555 sqm

Located at concourse level. Refer drawing

no.

MMD-321807-A-DR-00-CC-1100 to 1104

Located at concourse level. Refer drawing

no.

MMD-321807-A-DR-00-CC-1100 to 1104

6. Ladies Waiting

Lounge

7. General 1,766 sqm Located at upper concourse level. refer




S.

No.

Details of

Facilities

Minimum

Area/Number/

Extent


Upper/AC

waiting Lounge

drawing no.

MMD-321807-A-DR-00-UC-1100 to 1102

8. Ladies Upper/AC

Class Waiting

Lounge Area

268 sqm Located at upper concourse level. Refer

drawing no.

MMD-321807-A-DR-00-UC-1100 to 1102

9. VIP waiting

Lounge

300 sqm Located at upper concourse level. Refer

drawing no.

MMD-321807-A-DR-00-UC-1100 to 1102

10. Seating6 As per the requirements under the

Provisional sum.

11. Facilities for

disabled

- Facility such as disable friendly toilets,

ramps, tac-tiles etc.

12. Lifts 11 no. Refer Schedule B Annex 1F

13. Stairs 29 no. Refer Schedule B Annex 1F

14. Escalators 10 no. Refer Schedule B Annex 1F

15. Public address

system

As per drawing Series A/V information boards located

throughout the public areas that can carry

recorded and real time announcements. Refer

drawing no.

MMD-321807-SN-DR-00-CC-1100 to1103,

MMD-321807-SN-DR-00-UC-1100 to1102,

MMD-321807-SN-DR-00-PL-1100 to1103,

MMD-321807-SN-DR-00-SW-1100, 1103

and 1104




S.

No.

Details of

Facilities

Minimum

Area/Number/

Extent


16. Passenger

Information

As per Drawing It includes Information boards displaying

information related to Trains, Public

Transportation, reservation charts, Platform

no’s, coach no., station map etc. Refer

drawing no.

MMD-321807-SN-DR-00-CC-1100 to1103,

MMD-321807-SN-DR-00-UC-1100 to1102,

MMD-321807-SN-DR-00-PL-1100 to1103,

MMD-321807-SN-DR-00-SW-1100, 1103

and 1104

17. Information Desk 1 Refer drawing no.

MMD-321807-AM-DR-00-CC-1100

and1103

18. Help Point 26 no. To be provided at Concourse, Upper

concourse and platform level. Refer drawing

no.

MMD-321807-AM-DR-00-CC-1100 to1103,

MMD-321807-AM-DR-00-UC-1100 to1102,

MMD-321807-AM-DR-00-PL-1100 to1103

19. Deleted7 Deleted Deleted

20. Sign systems and

automation

As per Schedule

D

21. Security Systems

include CCTV, X

ray Scanner etc.

Requirement shall be as per Manual for

Standards and Specifications for Railway

Station issued by MoR.

22. Toilets - Male,

Female and

3 locations Minimum requirement calculated as below:

Item Numbers

7 Deleted as per Point no. 13 of Corrigendum 4



S.

No.

Details of

Facilities

Minimum

Area/Number/

Extent


Disabled WCs 97

Urinal 45

Wash Basins 118

Bath/Shower 10

Cleaners Sink 9

Disabled WC 6

To be provided at Concourse and upper

concourse level, Refer drawing no.

MMD-321807-AM-DR-00-CC-1100 to1103,

MMD-321807-AM-DR-00-UC-1100 to1102,

23. Shower Room 3 location Minimum requirement calculated as below:

Item Numbers

Bath/Shower 10

24. Prepaid Taxi

booth

2 no. At front and rear entry of station. Refer

drawing no.

MMD-321807-C-DR-0-XX-1010 to 1011

25. Prepaid Auto-

rickshaw booth

2 no. At front and rear entry of station. Refer

drawing no.

MMD-321807-C-DR-0-XX-1010 to 1011

26. Mobile and

laptop charging

points

As per

requirement

To be agreed with IRSDC/or Railways

27. Retail Space 1

(Passenger

amenities)

Retail Space 2

1,870 sqm

1078 sqm

At Concourse level. Refer drawing no. MMD-321807-A-DR-00-CC-1100 to 1104

At ground floor level at the entrance in area

reserved for passenger holding during rush

seasons. Refer drawing no.



S.

No.

Details of

Facilities

Minimum

Area/Number/

Extent


MMD-321807-A-DR-0-GF-1100 to 1102

28. Vending

Machine

10 no. At Concourse level. Refer drawing no.

MMD-321807-AM-DR-00-CC-1100 to1103

29. Food &

beverages outlets

12 locations At Concourse and upper concourse level.

Refer drawing no.

MMD-321807-AM-DR-00-CC-1100 to1103,

MMD-321807-AM-DR-00-UC-1100 to1102

30. Station Furniture

and Furnishing8

At Station Area As per requirements under Provisional Sum.

31. Foot Over Bridge

(FOB)

1 no. Modification of existing FOB linking railway

station to metro station. Refer drawing no

Refer drawing

MMD-321807-C-DR-00-XX-1010 and

1012

32. Scanning System and Equipment9

a) Personal Baggage Scanning System As per requirements under Provisional Sum.

b) Multi-Zone Door Frame Metal

Detectors (DFMD)

c) Hand Held Metal Detector (HHMD)

Note:

1. All drawings referred above have been provided in Schedule I.

2. Item numbers 18, 21, 24, 25, 27, 28, 29 are not to be provided, only provisions are to be made.

Schedule B Annex 1F –Station Functional Requirements

The Contractor shall ensure that the Project shall adhere to and comply with the belowset

8 Amended as per Point no. 14 of Corrigendum 4 9 Amended as per Point no. 15 of Corrigendum 4



requirements:

1. Primary movement of arrival, departure, commuting passenger to be vertically

segregated. Segregation of arriving, departing & commuting passengers to prevent cross

flow of pedestrian movement.

2. Clarity of movement & ease and convenience of interchange with inter modal transport.

3. Station shall be able to provide patronage to the following:

Scenario Passenger per day Peak station population/hr

Existing - 2013 76,110 8,372

Future - 2025 123,549 13,590

Future - 2038 210,393 21,372

Station shall be able to handle people/day during peak season with slightly reduced

level of service.

4. Detailed Design & Drawings for the Station Development Project shall be developed

based on the following:

(i) The station shall be developed physically, socially, economically and

ecologically in terms of comfort, security and safety for passengers, staff, visitors

and the general public.

(ii) Vertical circulation to comply with evacuation requirements and minimum as

below: Components Ground

Floor to

Concourse

Level

upper

Concourse

Level to

Concourse

Level

Concouse1/2

level to

Concourse

Level

upper

Concourse

Level to

Platform

Level

Concourse

Level to

Platform

Level

Platform level to

Subway/Basement

level

Additional Total

Lifts 4 - - 1 4 2 - 11

Escalators 2 1 1 - 5 - 1* 10

Stairs 1 2 2 - 10 12 2** 29

Ramps - - - - - 12 2*** 14

* An additional escalator and staircases to be provided at FOB connecting Metro

** 2 additional staircase to be provided to connect subway to basement

***Additional ramps to be provided from ground level to basement parking

(iii) Movement through the station can be summarised as follows:



Local Transport => Metal Detection => X-Ray => Unpaid Concourse => Ticket check

=> Paid Departure lounge => Platform

(iv) Movement through station can be summarised as follows:

Platform => arrival lounge => Gate line/ Ticket Check => Unpaid Concourse => Local

Transport

Schedule B Annex 2A –Scope of New Development10

The Project shall comprise of design, construction and procurement of:

1. Landscaping (except civil works), art works (including installation), furniture for Station/ offices such as benches, tables, chairs, almirah, etc., façade lighting (over and above that is required for maintaining necessary lux levels) and cost of shifting of utilities for a sum of approx. Rs. 6 Crore (Rupees six crore only), (herein after referred to as the “Provisional Sum”. The design and type of items to be provided shall be submitted by the Contractor and approved by Authority. The payment for items actually provided under these Provisional Sum items shall be made following the procedure given in Article 13 (Change of Scope) of EPC Agreement




Schedule-C

PROJECT UTILITIES (SCOPE OF PROJECT)

Without prejudice to the other terms of this Agreement the Contractor shall develop/ redevelop

the following services, amenities and facilities as a part of the Project:

Part A: Water Supply

1. Water supply system shall be developed as per drawing no MMD-321807-P-DR-00-XX-

1205 to 1208 provided in Schedule I.

2. The Contractor shall have to suitably replace/modify/ augment the existing water supply

system and water supply facility to the extent required as per detailed design, including

but not limited to laying of pipelines, dual plumbing system, reservoirs, water treatment

units, chlorination system, pumping stations, internal plumbing system, sanitary

installation and installation of new functional metres.

3. Water supply network to be developed atleast on 10 ha of land covering station buildings,

platforms, utility buildings etc.

4. Internal plumbing system shall be developed atleast on 27,777 sqm built up area for

Project) and atleast on 6,162 sqm for relocation of existing facilities (Schedule B Annex

1B).

5. The Contractor shall ensure that the decommissioning of existing system shall be done

only after the commissioning of new water supply system so that it would not cause any

effect on the ongoing station operations.

6. The Contractor after commissioning of the aforementioned new water supply system

shall hand back the operations and maintenance of water abstraction system to IRSDC

and /or Railway.

7. Water Chlorination Unit shall be developed of minimum capacity of 6.4 MLD.

8. Water metering shall be separate for each of the Project Facilities developed as part of

Project. Further, for better water management, meters shall be installed at all the

locations which shall help in assessment of leakage and wastage in a particular section

of the network.

9. The total water demand for various components are as follows:



Potable Water

Demand (MLD)

Non-Potable Water

Demand (MLD)

Total Demand

(MLD)

Raw Water

Demand

(MLD)

3.5 8.8 12.3 9.2

10. For the water distribution system, it is proposed to have a loop system of water supply.

11. Underground storage reservoirs and OHT’s shall be designed so that in case of any

emergency, the operations at the station can sustain smoothly. The storage capacities of

the tanks shall not be less than the following values: Sr.

No.

Description Storage

capacity*

in Litres

Remark

1 At Water Utility location for

Station complex

a) UG tank for raw water and

Chlorination stream

6 lakh This will serve as balancing tank wherein water coming from Renney well will be stored and further pumped to the OHT for chlorination and drinking water stream.

b) OHT for Chlorination stream 11 lakh This is an overhead tank for water to be stored and distributed for non-potable use

c) OHT for Drinking Water

stream

10.5 lakh This is an overhead tank for water to be stored and distributed for potable use. The water shall be further treated through the portable water dispenser units at various locations.

2 At Water Utility location for

Rake washing and Rake

filling

a) UG tank 2.4 lakh This will serve as balancing tank wherein water coming from Renney well will be stored and further pumped to the OHT for rake washing and rake filling.

b) OHT 14 lakh This is an overhead tank for water to be stored and distributed for rake washing and rake filling

*The above capacity excludes freeboard of 0.5m.

12. Minimum 3 nos. Pumping stations (including civil structure, designing, procuring,

installation, testing including commissioning of pumps and associated connections)



considered for pumping to drink water stream, chlorination stream and rake filling. All

the pumps shall be designed considering 12 hours operations per day with provision for

100% standby capacity.

13. Water demand for secondary uses like horticulture, apron washing, flushing etc. shall be

met through treated sewage effluent (TSE).

14. Drinking water demand of the station including offices and catering shall be 3.1 MLD.

15. Portable RO dispenser units of minimum 100 LPH capacity shall be provided atleast at

140 locations such as platforms, concourse etc. wherever drinking water is required for

public/passengers and employees.

Part B: SEWERAGE AND EFFLUENT SYSTEM

1. Sewerage and Effluent system for the entire area shall be developed by Contractor. The

Contractor shall develop necessary facility for waste water recycling for the wastewater

generated from the station area. Refer drawing no MMD-321807-D-DR-00-XX-1215 to

1218.

2. The Contractor shall have to suitably replace/modify/ augment the existing Sewerage

system to the extent required as per detailed design including but not limited to laying of

collection network, plumbing, reservoirs, Sewage Treatment Plant, and pumping stations

shall have to be provided by the Contractor. The Contractor shall ensure that replacement

/ modification/ augmentation shall be done in such a manner so that it would not cause

any effect on station operation. Minimum 2 nos. Pumping stations (including civil

structure, designing, procuring, installation, testing including commissioning of pumps

and associated connections) to be considered for pumping to rake washing and treated

sewage effluent OHTs , chlorination stream and rake filling.

3. Internal plumbing system shall be developed atleast on 38,000 sqm built up area (existing

and proposed station building) for Project and atleast on 6,162 sqm for relocation of

existing facilities (Schedule B Annex 1B).

4. The sewerage system networking to be developed atleast on 14 ha of land, This shall

cover station area including platforms, utility land, station building etc.

5. Sewage treatment plant of 5.1 MLD capacity shall be provided as per approved

specification. There are two locations shown in drawing no. MMD-321807-C-DR-0-

XX-1011. The Contractor may develop required capacity STP either at one location or



at both the locations by splitting the total required capacity.

6. Considering various reuse like horticulture, flushing, apron washing etc. and their

desired water quality, the sewerage treatment facilities shall be designed to produce a

secondary and tertiary effluent having following characteristics: Secondary Treated Sewage Quality*

Si. No. Raw Sewage Characteristics

1 Biological Oxygen Demand (BOD) 20 mg/l

2 Total Suspended Solids (TSS) 30 mg/l

* The Contractor to provide facility as per latest standards applicable during execution

Tertiary Treated Sewage Quality*

Si. No. Raw Sewage Characteristics

1 Biological Oxygen Demand (BOD) 5 mg/l

2 Total Suspended Solids (TSS) 5 mg/l

* The Contractor to provide facility as per latest standards applicable during execution

7. The storage capacities of the tanks shall not be less than the following values: Sr. No. Description Storage capacity*

in Litres

1 For Treated sewage stream

a) OHT for Treated sewage effluent 5.4 Lakh

*The above capacity excludes freeboard of 0.5m.

Part C: STORM WATER DRAINAGE

The catchment area of atleast 24.1 ha including areas of north and south of tracks and roof

portion is to be planned and to be constructed for comprehensive storm water drainage network

as per recommendations laid down in the CPHEEO manual of MoUD. For details refer drawing

no MMD-321807-P-DR-00-DS-1209. This shall be an integrated plan.

Part D: RAIN WATER HARVESTING

Comprehensive ground water recharging plan is to be developed by the Contractor based on the

outputs of hydro geological survey of complete land. Minimum five recharge pits of minimum

capacity of 35 KL each shall be designed and constructed which includes construction of pits,

manholes, grit chambers, drainage pipeline network and connections etc. as per Central Ground



Water Board Norms and Specification.

Part F: FIRE FIGHTING

The National Building Code of India (NBC) together with relevant aspects of NFPA Standards

will form the basis of safety provisions for the project. Where appropriate, fire engineering will

be applied to justify deviations from the NBC. The firefighting system shall be developed but

not limited to as per following details:

S.no. Location Minimum Area in

sqm

Reference drawing

1 Site-wide - MMD-321807-F-DR-00-XX-1405 to

1407

2 Basement and Subway

Level

14,894 MMD-321807-F-DR-00-SW-1410 to

1414

3 Ground floor level 4,238 MMD-321807-F-DR-00-GF-1410 to

1411

4 Platform level 35,030 MMD-321807-F-DR-00-PL-1410 to

1412

5 Mezzanine level 3,343 MMD-321807-F-DR-00-MF-1410 to

1411

6 Concourse level 17,851 MMD-321807-F-DR-00-CC-1410 to

1413

7 Upper Concourse Level 2,963 MMD-321807-F-DR-00-UC-1410 to

1412

The following key features will form part of the approach to safety:

i. Prevention of fire by design and mitigation of risk.

ii. Low fire load in public circulation areas.

iii. High fire load area (e.g. retail) to be confined to designated areas.

iv. Use of non-combustible construction materials.



v. Rapid evacuation via normal access routes.

vi. High standard of supervision, management and maintenance.

Fire Detection and Alarm System shall be installed in covered areas i.e. Subways, Station

Building at Ground Floor, Mezzanine Floor, Upper Concourse falling under Station

Area.

Part G: ELECTRICITY SUPPLY

The scope of work under this scheme includes supply, transportation, unloading, erection and commissioning of the electrical items. It is Contractor’s responsibility to execute the job in all respect as per the detailed drawings / specifications. For scheme the Contractor may refer drawing no MMD-321807-E-DR-00-XX-1301 and for location refer drawing no. MMD-321807-C-DR-0-XX-1010 to 1011.

Any other equipment/services which are not explicitly mentioned in the schedule but deemed necessary for the successful operation of the system complete in all respects shall be in Contractor’s scope.

The Contractor shall be responsible for all electrical installations and electrical fixtures including lighting and other power equipments for atleast 27,777 sqm built up area of the Project (station building) and for atleast 6,162 sqm of relocated facilities.

Dismantling of the fittings / fixtures, keeping them in safe custody and /or protection of the fittings & fixtures, civil & electrical installations & services in the best interest of the Railway

Finishing works civil including electrical conduit & wiring as per requirement.

Installation and commissioning in Contractor’s scope for the followings items:

1. Approval and sanction of Electrical load from Local / State supply shall be arranged by Contractor.

2. Substation (which includes civil work for substation structure) for arranging electricity from the Local supply/State supply shall be arranged by the Contractor.

3. Electrical metering for station area load and railway load shall be separated. 4. The Contractor shall ensure that replacement / modification/ augmentation of existing

system shall be done as per the detailed design in such a manner so that it would not cause any effect on Station operations.

5. Installation of all electrical services as per relevant codes, standard & guidelines as per Schedule D.

Proposed

Electrical

Minimum

Existing (For

information only to be

verified by the

Contractor Scope Remarks



Demand Contractor)

8 MVA @

33KV with New

substation

11 kV Substation Supply, Install, testing and commissioning11 S.I.T.C. of 4000KVA two nos. for Station and Shifting, Commissioning, Testing & charging of Existing transformer at new location for Railway operation as per scheme attached.

Contractor shall be responsible for Providing 8 MVA load requirement with redundant supply system for Station and Railway including HT panel, Transformer, Incoming and Outgoing panels.

2 No. x 800kVA

DG Set (Silent

Type) for

Station Area &

1 No. x 800

kVA DG set for

Railway

Operations.

400 kVA DG Set 2 Nos DG Set for Station Area and One no for Railway Operations critical load.

Supply, Installation, Testing and Commissioning of Silent Type DG Set along with AMF panel and necessary connections with LT panel shall be in scope of Contractor

LT Panels - LT panels for the Station redevelopment for safe, efficient, and smooth operation of equipment in Station Area and Railway Operations.

Supply, installation, testing and commissioning of LTPCCs, PCCs, MCCs, MPDBs, MLDBs, PDBs, LDBs & Emergency panels which will feed power to various facilities shall be provided by Contractor for the Station redevelopment and Shifting, Commissioning, Charging for Existing LT Panels at new location for Railway Operations.

APFCR - Automatic power factor capacitor bank along with Panel at suitable locations for improvement of P.F up to 0.99 to minimize maximum demand, to avoid penalty because poor P.F and to de-stress all current carrying equipment’s.

Supply, installation, testing and commissioning of APFCR panel and Capacitor banks for as per statutory norms in State shall be provided by Contractor.




HT & LT

power and

control cable &

Bus Duct

- LV Bus duct, HT & LT Power, and control cable suitable for System requirement.

Supply, installation, laying, termination and connection of all the electrical HT & LT Power and Control cables, wires, cable trays, interconnecting cabling for Station & Railway shall be in the scope of Contractor as per requirement.

Illumination

System

- All lighting as per relevant standard codes for the Project.

Supply, installation, Testing and commissioning of lighting Fixture, Fans etc. for station development/construction along with all the Hardware requirement as per relevant standard codes shall be developed by Contractor.

UPS with SMF

battery

(Minimum 20

minutes

backup)

160 kVA Centralized or Distributed on-line UPS with SMF battery bank, Battery charger for supplying critical load, Emergency Lighting, ticket booking etc. as per the requirement of Station.

Supply, installation, Testing and commissioning of UPS with SMF battery & Battery Charger shall be in the scope of Contractor.

Power and

Switch Socket

- Small power modules and switch socket, Receptacles as per requirement

Supply, Installation, Testing and Commissioning of All small power modules and Switch socket, receptacles for Station development/construction as per requirement based on location and utility shall be in the scope of Contractor.

Earthing

System

- Earthing system and Lightning Protection

Supply, installation, Testing and commissioning of all the items required for Earthing system & lightning protection system as per relevant codes and standards shall be in scope of Contractor.



Part H: VENTILATION AND AIR CONDITIONING SYSTEM

Underground Car Parking Concept Scheme:

The Underground basement parking area ventilation shall be designed for normal operation as

well as for emergency (Fire) operation. For normal operation the designed per the requirements

of NBC guidelines. The total area of parking is 9766 m² approx..

Parking ventilation exhaust forced out through fire rated tube axial fans and for fresh air intake

make up shafts at ground level are planned. The parking area shall be sub divided into 13 fire

zones each of area 1000 m² as indicated in the schematic drawing. For each zone separate duct

served by exhaust fan shall be provided. The number of fans selected for each zone shall be such

that in case of fire all the fans will run and in normal operation half of the fans shall operate and

other will be automatically switched off. Hence this system provides redundancy and flexibility

to run fans on alternative basis.

These Fans shall be equipped with Motorised Fire Dampers (MFD) on the discharge side and

are interlocked with the fan, so the corresponding MFD will open only when the fan is switched

on otherwise it will remain close. The discharge air shall be taken out to atmosphere through

independent masonry shafts as indicated in the schematic drawing no. MMD-321807-H-DR-00-

SW-1510 to 1512.

As the common duct shall be used for extract in both the modes of operation (i.e. normal and

emergency), it shall be designed with optimum velocity keeping in mind the uniform extract in

normal operation and extract velocity (should not be less than 10 m/sec inside duct) during

emergency operation.

Fresh air intake is planned through the ramp openings on both the sides to provide make up air.

Although the ramp openings can be used as source of fresh air but as the basement width is

around 250 meters, hence to ensure fresh air circulation in the parking central zone few fresh air

shafts shall be required in the central area on opposite side of exhaust shafts as shown in the

schematic drawing. The number and size of the extra openings shall be designed in such a

manner that the intake velocity should not be more than 2.5 m/s in normal operation and 5.0 m/s

(considering public area around) in emergency operation.

Fan and MFD shall be interlocked with fire detection system through hardwired relay based fire



signal for emergency operation.

Platform Track Area Ventilation Scheme (below Concourse slab)

Platform is partly covered with the concourse slab which is around 14,50812 sqm. As there are

fair chances that locomotive exhaust and heat can get trapped in this area and can put users in

an uncomfortable situation (suffocation’ low visibility and heat) hence ventilation jet fans (duct

less ventilation) along the tracks is proposed to cater to the requirement.

These fans shall operate only in case of a temperature rise and smoke detection in the affected

area only, to keep environment healthy for users in this area. Tentative jet fan locations and

numbers are marked in the concept drawings. For detail design CFD of this area is recommended

to analyse the exact Jet fan configuration and location on the basis of heat and smoke behaviour.

At Anand Vihar five different track routes are planned which are separated by platforms

similarly we have subdivided jet fan system into five different zones serving each track routes.

In case of smoke/high temperature detection on zone-1 only zone-1 jet fan shall operate other

will remain closed. It is recommended that jet fan discharge should be in direction of train

movement if train movement direction can be standardising on the track-way basis otherwise

fan discharge can be planned on either direction.

Air Conditioning Scheme at Upper Concourse Complete of Upper Concourse including

waiting lounge is planned with curved roof and 3.0 meter high glass walls around lounges. As

the lounges are designed with high roof and 3 meter glass wall hence open from above due to

which high air-conditioning tonnage shall be required in this area.

For air-conditioning VRV based split units are proposed, where indoors shall be standalone type

fed through outdoor units placed at upper concourse floor slab in open area. Standalone units

are high static type and at discharge drum louver/ jet nozzle shall be mount and if required

operational areas or other adjoining spaces can be air-conditioned through ducts attachment also.

Standalone units shall be distributed along the sitting area to provide uniform air-conditioning

through-out the lounges. Refrigerant pipe shall run through floor trenches between indoor units

and outdoor units. Also for air-conditioning drain same refrigerant pipe trenches shall be used.

Refer drawing no. MMD-321807-H-DR-00-UC-1510 to 1512.




Concourse Roof Ventilation Scheme

At Anand Vihar railway station profiled roof is planned at 23 meter (approx) from platform

level. It is expected that hot air, locomotive exhaust and patronage heat shall collect on roof. To

remove the same roof top extract fan shall be required distributed through-out the roof shed.

These fans should be installed extensively “on apex of the roof profile” as at this point the chance

of collection of hot discharges is maximum. Considering roof profile, apex point and symmetry

extract fans shall be planned. Above air-conditioned area (VIP Lounge) extraction capacity shall

be planned at lower side to provide stratification to air-conditioned air as both the systems, i.e.

Air-conditioning system and roof ventilation system serving same space with-out any virtual

segregation. Extraction fans should be provided along the track route as the major source of heat

and smoke is the train itself. Refer drawing no. MMD-321807-H-DR-00-RF-1510 to 1512

Concourse areas shall have adequate systems using advanced techno-economic

solutions other than air-conditioning systems, to achieve ambient temperature during

the hot weather conditions (i.e., 40 degree Centigrade and above) around 10 degree

Centigrade below the outside air temperature, to ensure comfort for the railway station

users.13

Part I: BUILDING MANAGEMENT SYSTEM (BMS)

The Building Management System at the station shall be provided by the Contractor to control,

monitor and supervise various system / services on built-up area of atleast 38,000 sqm covering

both proposed and existing structure. This shall consist of followings:

• VAC services

• Electrical Services

• Plumbing

• Firefighting system

• Fire Alarm and Detection System

• Lighting Control System

• Station Utility Services

• A/V display system




• Cabling, recording and distribution system

• Other supporting hardware

Part K: SOLAR PANEL

The station roof area of minimum 17,500 sq.mtr and minimum 28,000 sq.mtr for other

buildings is available for solar power generation. Considering 40% utilization factor for

PV installation, 20,000sq.mtr will be available for solar power generation. With this area

around 2MW of electricity can generate using the modern PV cells. The structure to be

developed by the Contractor should be feasible to install solar infrastructure, which shall

be taken up by the IRSDC/Railway in future.



SCHEDULE-D

(See clause 2.1)

SPECIFICATIONS AND STANDARDS

Refer Volume II- Part 1 of Request for Proposal - Standards and Specifications.



SCHEDULE-E Not Used



SCHEDULE-F

(See Clauses 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:

(i) Permission of State Government for extraction of earth, boulders from quarry.

(ii) Permission of Pollution Control board for installation of crusher, concrete batching plant, bitumen/asphalt hot mix plant etc.

(iii) Permission of the relevant department of Delhi Government/State Government for drawing water from Underground/River/Reservoir

(iv) Clearance of Pollution Control board for installation of diesel generator sets;

(v) Final approval from DUAC

(vi) Fire safety clearance from fire authority

(vii) Forest clearance for cutting trees (if required)14;

(viii) Labour officer for labour license;

(ix) Taxation Department for VAT/PAN/TAN;

The aforesaid list is illustrative, and the Contractor is required to obtain all other Applicable Permits as required under any Applicable Law. The contractor shall at all times, obtain and maintain all Applicable Permits which are required by Applicable Law to undertake the Project.

2. Approvals obtained/ applied by IRSDC

1. Approval of Master Plan from Indian Railways;

Note: Notwithstanding any approvals obtained by IRSDC as specified in this Schedule, the

Contractor shall at all times be liable to obtain all the requisite approvals, clearances and

other Applicable Permits as per Applicable Law and otherwise comply with all Applicable

Laws including all Applicable Permits and approvals as identified in Schedule 29-B and/or

as may be required from time to time. IRSDC for the faster implementation of the Project

has started the process of getting approvals for the Project. The following is the status of

14 Amended as per Point No. 12 of Corrigendum 3



various approvals:

S.No. Description Authority

Current Status/ Approval Date

1 Master Plan Approval Northern Railways Approved on 22.01.2015

2 Traffic movement and Transportation integration UTTIPEC

Approved on 08.05.2015

3 NOC from road owning agency if cutting of road PWD, Delhi Approved on dt 16.12.15

4 NOC from Archaeological Survey of India ASI Approved on dt 17.7.15

5 NOC from DMRC (since 2 lines of DMRC are lying the region) DMRC In process

6 Height Clearance AAI Approved on dt 19.08.15

7 Permission for Tree cutting Forest and Wildlife

Department, GNCTD In process

8 Approval from DUAC 09.06.2015 & 25.06.15(rev)

Approved on dt. 28.10.2015

9 EIA

Department of Environment In process

10 Approval from IAF Hindon Airbase 21.10.2015

Approved



SCHEDULE-G

(See Clauses 7.1.1; 7.5.3 and 19.2)

FORM OF BANK GUARANTEE

Annex - I (See Clause 7.1.1)

Performance Security

Chief Executive Officer _________________________________________ _______________

WHEREAS: A. ……………………(hereinafter called the “Contractor") and the [.](hereinafter called the

“Authority”) have entered into an agreement (hereinafter called the “Agreement”) for the construction of the …………………..; 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 and Defects Liability 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 and Defects Liability 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; [.]]; 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; 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.

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.



Annex – II (SCHEDULE-G)

(See Clause 7.5.3)

FORM FOR GUARANTEE FOR WITHDRAWAL OF RETENTION MONEY Chief Executive Officer _________________________

WHEREAS: A. ……………………(hereinafter called the “Contractor") has executed an agreement

(hereinafter called the “Agreement”) with ______ (hereinafter called the “Authority”) for the construction of the ………………..; 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”) [this bank guarantee is

to be issued by a nationalized 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 [.]; that the Contractor 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.

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.

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.



SCHEDULE-H

(See Clauses10.1.4 and 19.3)

Contract Price

1.1. The Contract Price for this Agreement is Rs. [.]

1.2. Proportions of the Contract Price payable for different stages [Construction Milestones] of

Construction of the Project shall be as specified below15:

S. No. Deliverable work Station end blocks

Concourse Other works including platform, relocation, exterior works

Payment, % of total

1 Preparation of Design Basis Report for civil and MEPF works

- - - -

2 Preparation of Detailed project schedule, architectural planning, general layout, site survey report, Safety/Health/Environment and quality plans

- - - -

3 Upon completion of basic footing/raft casting

2.50% 2.50% 1.00% 6.00%

4 Upon completion of structure up to plinth level

1.50% 1.50% 1.00% 4.00%

5 Upon completion of structure up to concourse roof level

4.00% 4.00% 0.00% 8.00%

6 Upon competition of structural work complete

3.00% 4.00% 1.00% 8.00%

7 Upon completion of brick work and plastering

3.00% 3.00% 1.00% 7.00%

8 Upon completion of Submission of shop drawings for Escalators and Lifts

2.00% 2.00% 0.00% 4.00%

9 Upon completion of Water Supply - internal

2.00% 1.50% 0.50% 4.00%

10 Upon completion of Electrical Work - internal

4.00% 3.00% 1.00% 8.00%

11 Upon completion of Fire Fighting

0.25% 0.75% 0.50% 1.50%




S. No. Deliverable work Station end blocks

Concourse Other works including platform, relocation, exterior works

Payment, % of total

12 Upon completion of HVAC-low side

0.50% 1.25% 0.00% 1.75%

13 Upon completion of flooring installation

4.00% 3.00% 1.00% 8.00%

14 Upon completion of roofing on platforms

0.00% 0.00% 5.00% 5.00%

15 Upon completion of finishing, Door and window work

2.00% 2.00% 1.0% 5.00%

16 Upon completion of Sanitary Installations

1.00% 0.75% 0.25% 2.00%

17 Upon completion of Water Supply -external

1.50% 0.25% 0.25% 2.00%

18 Upon completion of Electrical Work -external

3.00% 1.50% 1.50% 6.00%

19 Upon completion of HVAC-high side

0.50% 1.25% 0.00% 1.75%

20 Upon completion of Sewage and drainage work

3.00% 1.00% 1.00% 5.00%

21 Upon completion of External development work

0.00% 0.00% 2.00% 2.00%

22 Upon completion of installations of Escalators

2.00% 2.00% 0.00% 4.00%

23 Upon completion of Building management system/ SCADA

1.00% 0.00% 1.00% 2.00%

24 After completion of work, submission of maintenance, manuals, completion drawings, completing all training, site clearance and handover of all systems

- - 5.00% 5.00%

TOTAL 40.75% 35.25% 24.00% 100.00%



SCHEDULE-I

(See Clauses 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 Volume II- Part II.

The designs and drawings provided by the Authority to the Bidder are preliminary in nature. The Selected Bidder/Cotractor accepts that it is solely responsible for the verification of any design, data, design, documents or information provided by the IRSDC, its consultants or any Government Authority and that it shall accept and act thereon at its own cost and risk.

The Selected Bidder/Contractor shall be solely responsible for the contents of its Bid, adequacy and correctness of the Design and Drawing, data and detailed engineering prepared or procured by the Contractor for implementing the Project.

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 Volume ___; 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 Engineer; as if such drawings formed part of Annex-I of this Schedule-I.



SCHEDULE-J


PROJECT COMPLETION SCHEDULE

1. Project Completion Schedule16

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 Project Completion Date (the “Project Completion Schedule”). 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.

S. No. Deliverable work

Item to be completed

D = Appointed

Date

Mile Stone Date (D+)

Item to be Completed

Milestone Date

(D+)

Item to be Complete

d

Milestone Date (D+)

1 Preparation of Design Basis Report for Civil and MEPF works

D+ 60 - - - -

2 Preparation of Detailed project Schedule, architectural planning, general layout, site survey report, Safety/Health/Environment and quality plans

D+ 90 - - - -

3 Relocation of existing Structures

Structural works complete

350 Finishing, MEPF etc.

and Commissioni

ng of structure

450 - -




S. No. Deliverable work

Item to be completed

D = Appointed

Date

Mile Stone Date (D+)

Item to be Completed

Milestone Date

(D+)

Item to be Complete

d

Milestone Date (D+)

4 Station Building

Structural works complete

500 Finishing, MEPF etc

and Commissioni

ng of structure

700 - -

5 Concourse Foundation work complete

400 Civil works complete

650 Finishing, Roofing, MEP etc.

and Commissioning of structure

800

6 Balance works including Platform work and external development

Civil works complete

850 Finishing, MEPF etc.

and Commissioni

ng of Structure/

Project

995 - -



SCHEDULE-K


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 of Project; notify the Authority Engineer and the Authority of its intent to subject the Project to Tests; and no later than 7 (seven) days prior to the actual date of Tests; furnish to the Authority Engineer and the Authority detailed inventory and particulars of all works and equipment forming part of Project.

1.2. The Contractor shall notify the Authority’s Engineer of its readiness to subject the Project

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.

2.2. Environmental audit: The Authority’s Engineer shall carry out a check to determine

conformity of the Project with the environmental requirements set forth in Applicable Laws and Applicable Permits.

2.3. Safety Audit: The Authority’s Engineer shall carry out; or cause to be carried out; a safety

audit to determine conformity of the Project 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.



SCHEDULE-L

(See Clauses 12.2 and 12.4)

PROVISIONAL 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 the …………. (the “Project”) on Engineering; Procurement and Construction (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 with the provisions of the Agreement.

2. 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 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.

3. In view of the foregoing; I am satisfied that the Project can be safely and reliably placed in

service of the Users thereof; and in terms of the Agreement; the Project 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)



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 the ………………. (the “Project”) on Engineering; Procurement and Construction (EPC) basis through …………………. (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 with the provisions of the Agreement; and I am satisfied that the Project 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

have been completed; and the Project is hereby declared fit for entry into operation on this the ……… day of ………20…..

SIGNED; SEALED AND AND DELIVERED For and on behalf of

AUTHORITY’s ENGINEER by:

(Signature) (Name)

(Designation) (Address)



SCHEDULE-M

Not Used



SCHEDULE-N


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.



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 [name and address of the Authority] (the “Authority”) and .......... (the “Contractor”) for the ………………………; 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.

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 for a sum exceeding Rs. [.] (Rs. [.]).

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 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;. 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 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 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 MOSSR 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. The timing of tests referred to in Paragraph 4.9; and the criteria for acceptance/ 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 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; 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 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. 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 the Tests 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. Determination of costs and time



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

5.2. The Authority’s Engineer shall determine the period of Time Extension that is required to

be determined by it under the Agreement.

5.3. The Authority’s Engineer shall consult each Party in every case of determination in

accordance with the provisions of Clause 18.5.

6. Payments

6.1. 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).

6.2. 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. Other duties and functions

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

8. Miscellaneous

8.1. 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.



8.2. The Authority’s Engineer shall retain at least one copy each of all Drawings and Documents received by it; including ‘as-built’ Drawings; and keep them in its safe custody.

8.3. 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 as actually designed; engineered and constructed; including an as-built survey illustrating the layout of the Project 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.

8.4. 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.

8.5. The Authority’s Engineer shall inform the Authority and the Contractor of any event of

Contractor’s Default within one week of its occurrence.



SCHEDULE-O

(See Clauses 19.4 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.

g) Net claim: (e) – (f) (iii);

h) 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. Contractor’s claim for Damages

Note: The Contractor shall submit its claims in a form acceptable to the Authority.



SCHEDULE-P

(See Clauses 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 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 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, which may arise out of the Contractor's performance of this Agreement.

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.