DOCUMENT NO.: IPPX-6394-8310-TN-050-0001 PROJECT NAME: 1.2 MMTPA PX-PTA Project, IOCL Paradip Refinery Toyo Job No.: 6394

< Security Level 2 >
IPPX
SCOPE OF WORK
FOR
CIVIL, STRUCTURAL ARCHITECTURAL & HVAC
PX UNIT
(EPCC - 2)
DOCUMENT NO.: IPPX-6394-8310-TN-050-0001
PROJECT NAME: 1.2 MMTPA PX-PTA Project, IOCL Paradip Refinery
TOYO JOB NO. : 6394
OWNER: INDIAN OIL CORPORATION LIMITED
PMC : TOYO ENGINEERING INDIA PRIVATE LIMITED
T3 01 JULY 20 Issued for Tender SPP/RBN/SDB SAK DDJ
T2 16 May 20 Issued for Tender SPP SAK DDJ
T1 02 May 20 Issued for Tender SPP SAK DDJ
PREPARED CHECKED APPROVED

REV. DATE DESCRIPTION
BY BY BY
CIVIL SCOPE OF WORK Doc no.

PX UNIT IPPX-6394-8310-TN-050-
EPCC – 2 0001
ISSUED DATE : 01 July 2020 IPPX Page 2 of 38
Table of Contents
1. GENERAL: .................................................................................................................................... 3
2. SCOPE OF WORK: ....................................................................................................................... 3
3. DESCRIPTION OF STRUCTURES / FACILITIES ....................................................................... 8
4. DETAILED ENGINEERING AFTER AWARD OF CONTRACT................................................. 23
5. CONSTRUCTION ........................................................................................................................ 28
6. LIST OF ATTACHMENTS........................................................................................................... 29
ANNEXURE 1 – OFFICE FURNITURE ............................................................................................ 32
ANNEXURE 2 – HVAC SCOPE OF WORK FOR PX TENDER ................................................... 37

EPCC – 2 0001
1. GENERAL:
The Scope of Civil, Structural and Architectural and HVAC works under this contract
shall include complete design, detailing, supply and construction of all relevant Civil,
Structural and Architectural works & Engineering, Supply, Installation, Testing &
Commissioning of HVAC Work required for successful completion of works as per
specifications, standards, codes and good engineering, national, international
standards/ practices as directed/ accepted by OWNER/ PMC for PX UNIT of
PARADIP REFINERY for IOCL .
In case of contradiction among documents, EPCC-2 CONTRACTOR shall refer to

PMC for clarification. However, most stringent specification shall be followed with
PMC / OWNER’s approval. OWNER / PMC’s decision shall be considered as final
with no extra cost and time to OWNER / PMC.

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In case of any discrepancy among the codes / standards, related Design
Specification and this scope of work, order of precedence shall be as under:
(I) This Scope of work
(II) Related Design Specifications
(III) Codes and Standards
(IV) OISD and Factory rules
(V) Local statutory rules

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Note: In case of conflicts, the most stringent requirement shall be followed. However,
it shall be obligatory on the Contractor's part to bring such conflicts to the notice of
Owner and PMC, wherein the Owner / PMC decision shall be final.
2. SCOPE OF WORK:
2.1 Soil Investigation
2.1.1 Soil Investigation Report
The enclosed soil investigation is indicative and enclosed only for information to the
bidder. The CONTRACTOR shall carryout detail soil investigation for the proposed
PX UNIT.

EPCC – 2 0001
Foundation design considerations shall be with applicable stringent soil parameters

out of the two reports, provided in the bid document and additional soil investigation
conducted by the EPCC-2 CONTRACTOR.
2.1.2 The EPCC-2 CONTACTOR shall adopt foundation type as per functional
requirements of structure, loads, settlement and other design criteria. Any treatment
required for concrete surfaces of underground structures shall be provided as per
soil investigation report recommendations.
The CONTRACTOR shall design and construct all foundations as per requirements
with no extra cost to OWNER / PMC.
2.2 Site Conditions
Existing site shall be handed over to the EPCC-2 contractor, as it is condition. During
course of execution, removal of excess earth / debris is in EPCC-2 CONTRACTOR’s
scope.
The EPCC-2 contractor shall carry out the entire activities related site clearing like,
clear all trees, shrubs, hedges and other vegetation from the site and grub out all
routes. Existing underground facilities/ foundations shall be broken out and removed.
by EPCC-2 contractor. The cutting and back filling of uneven existing ground is in
EPCC-2 CONTRACTOR’s scope as and where required with no extra cost to
OWNER / PMC. The existing level is to be verified and established by EPCC-2
CONTRACTOR. CONTRACTOR shall visit site and acquaint himself about site
condition.
2.3 Micro Grading
The EPCC-2 CONTRACTOR shall perform earthwork, excavation and filling to arrive
at micro grade level. Extra earth required to make up to paved levels shall be
arranged by the EPCC-2 CONTRACTOR at his own cost from the approved borrow
areas. Borrow areas shall be arranged by the EPCC-2 CONTRACTOR anywhere
outside the Paradip refinery limits for all leads and lifts. For the purpose of micro
grading, the CONTRACTOR’S scope is limited only up to the scope battery limit
areas as given in Civil Scope of Work drawing EPCC-2 IPPX-6394-8310-45-050-
0001.
2.4 Disposal of Surplus earth


EPCC – 2 0001
The EPCC-2 CONTRACTOR shall dispose-off all surplus and unserviceable earth (if
any), outside the Plant, at his own cost with the consent of Local Authority and
T3 OWNER.
Disposal or surplus earth shall be disposed outside the IOCL Paradip refinery
compound wall at suitable location identified by EPCC-2 contractor. If excavated soil
satisfies the requirement of backfilling soil quality then it is permitted to backfill with
excavated soil with the consent of OWNER / PMC. Any additional backfilling, if
required, shall be done by brought-out soil by EPCC-2 contractor at his own cost.
2.5 Site cleaning
During construction and on completion of construction (inclusive of all internal and

external finishes), cleaning all the debris, waste materials scattered in and around
the site and disposal of the same shall be in the scope of the EPCC-2
CONTRACTOR with the consent of the OWNER / PMC.
All scrap shall be stacked properly within the fabrication yard or at the location within
PX plot as directed by the OWNER / PMC.
Dismantling of hardstands if required and remaking / providing paving as per

operational, maintenance and special requirements shall be by EPCC-2
CONTRACTOR.
2.6 Miscellaneous
2.6.1 Preparation of Concept Notes for all type of structures to include its analysis, design,
construction aspects and operational requirement.
2.6.2 Preparation of detail analysis and design drawing of structures and detail design
document.
2.6.3 Reinforcement drawings showing all necessary details for foundations and
structures.
2.6.4 General Arrangement and detail drawings for concrete & Structural steel works.
2.6.5 General Arrangement drawings for road, storm water drains, effluent drains, cable
trenches, sewerage, pits, sumps, fencing & gate with all necessary details.
2.6.6 Item wise design bills of quantities for each unit/ structure as per drawing issued for
construction for all civil, structural and architectural works (In excel format also).

EPCC – 2 0001
2.6.7 Statutory approvals including obtaining stability certificate for all buildings,
technological structures, etc. as per the regulation of government of Odisha state.
2.6.8 Local platforms, pipe sleepers, local foundations, local supports, etc. shall be
provided as per requirement.
2.6.9 RCC structures (columns and beams) shall have insert plates of suitable size,
thickness at suitable locations for installing junction boxes, support fabrication
(welding) for cable trays etc.
2.6.10 Interconnecting platforms between columns, pipe racks and technological structures
within battery limit of EPCC-2 contractor scope of work as given in scope of work
drawing.
2.6.11 Lifting arrangement / monorail of suitable capacity shall be provided by EPCC-2

CONTRACTOR as per Mechanical requirements for operation / maintenance of
equipment’s / pumps in technological structures, under pipe racks, in shed etc.
2.6.12 EPCC-2 CONTRACTOR shall submit the quantities for items as mentioned in the
form “Information required for assessment of quantum of work” along with the bid.
2.6.13 Permanent security fences and gates as per the standard drawing number PDRP-
8310-45-0010 wherever applicable.
2.6.14 Modification of existing under-ground services consisting of CRWS network, storm-

water, oily drains, sanitary sewer lines, trenches, etc., at the tie-in locations and as
required for design and construction.
2.6.15 Modification of existing roads where required due to the new construction.
2.6.16 Relocation and / or dismantling works as applicable that are interfering with the
proposed construction
2.6.17 Reconstruction of existing facilities if damaged during the proposed construction.
2.6.18 EPCC-2 contractor to modify & reinstall existing facilities which required in order
bringing over dimentional consignment (ODC) of Equipment for PX project.
2.6.19 Where existing facilities such as pipe rack pipe sleepers are not available in
proposed route, EPCC-2 CONTRACTOR shall provide additional structure, sleeper,
culvert, road crossing etc. as necessary to facilitate routing and supporting of line
from tie-in to desired point within Battery limit.

EPCC – 2 0001
2.6.20 EPCC-2 contractor to modify and reinstall existing facilities which required in order to
bringing ODC of equipment for IPPX project.
2.6.21 Suitable landscaping treatment shall also be done around the important buildings.
Such treatment shall generally consists of lawns, road side plantation and
beautification of building entracne areas. Standard lanscape elements such as earth
contours, paving, flower beds, hedges, shurbs, ground cover and ornamental tress
shall be incorporated in lanscape treatment. Necessary water upply/sprinkles shall
also be provided.
2.6.22 All rolling shutters of all sizes shall be gear operated only. If required rolling shutters
can be motor operated to meet operational requirements.
2.7 Engineering and Construction
Preparation of detailed design / constructional drawings for all Civil, Structural &
HVAC facilities pertaining to PX UNIT shall be EPCC-2 Contractor’s scope of work.
T3 For HVAC scope of work refer ‘HVAC Performance Specification for Buildings’
HVAC doc. no. PDRP- 8340 –SP -0021 and Annexure -2
2.8 Removal of Underground structures
Site shall be handed over to the EPCC-2 CONTRACTOR, as it is condition. Existing

underground facilities/ foundations broken out and removed by EPCC-2 contractor.
However, bidder to note that during construction of piling, foundations, underground
piping and underground pits, removal and rerouting / relocation of all underground
T3 obstruction is in EPCC-2 CONTRACTOR’s scope with no extra cost and time to
OWNER / PMC.
In case the existing facilities are to be maintained in position, adequate care shall be
taken during Engineering as well as Construction Stage.
2.9 Transfer of Benchmark
The reference Benchmark is available inside the Project premises. This reference
Benchmark shall be decided during job stage and will be shown to the
CONTRACTOR during execution. Same shall be used to transfer the levels to new
benchmark near or inside the Unit.

EPCC – 2 0001
2.10 Rules and Regulations
All the facilities shall conform to all Local Rules and Regulations, Factory Inspector
Rules, TAC rules, OISD norms, etc. whichever is more stringent.
Getting the approval of the various documents through the various authorities shall
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be in the CONTRACTOR’S scope at no extra cost and time to OWNER / PMC.
All relevant interface coordination with other EPCC CONTRACTOR’s (for all facilities
outside scope battery limit) shall be done by EPCC-2 CONTRACTOR through
OWNER / PMC only.
2.11 Civil work for Free Issue Items (Equipments)
Design and execution of all civil works pertaining to Free Issue Items shall be by
EPCC-2 CONTRACTOR.
2.12 For scope of other Civil Structural works, Mechanical, Electrical, Piping,
Instrumentation, Fire Fighting scope of works, drawings and job specifications shall
also be referred.
2.13 All relevant interface coordination with other CONTRACTOR’s (for all facilities
outside scope battery limit) shall be done by EPCC-2 CONTRACTOR though
OWNER / PMC only.
2.14 For Hard Stand (required for erection of heavy equipments) requirements,
CONSTRUCTION scope of work document shall be referred.
2.15 Grouting
Refer Doc. PDRP-8310-SP-0012 “Specification for grouting materials and

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workmanship” for grouting.
For rotating equipment bases (above 300 kW rating), grout shall be as per
requirements of equipment vendor.
Epoxy grout shall be used for all towers/ Vessels having height more than 30m.
3. DESCRIPTION OF STRUCTURES / FACILITIES
The dimensions and elevations of various units / facilities in the civil layouts attached
to the bid are indicative and minimum only. All dimensions shall be finalized by

EPCC – 2 0001
EPCC-2 CONTRACTOR during detail engineering phase and shall be got approved
from OWNER / PMC.
It is the CONTRACTOR’s responsibility to design safe, sturdy and robust structures,

foundations etc. to withstand all static and dynamic forces in accordance with design
specifications and engineering specifications laid down in the bid document.
The description of structures / facilities shall be read in conjunction with the technical
requirements and specifications given in the bid document.
The dimensions and elevations of various units/ facilities in the civil layouts attached
to the bid are indicative and minimum.
The list of facilities included herein is minimum but not limited to the following.
3.1 Pipe rack
Multi-tier pipe racks shall be as per relevant Piping documents.
Inside process area, pipe rack shall be of RCC framed construction up to 1st tier level
above HPP or as suggested in the plot plan of PX process plant and steel structure
above it with multiple tiers for supporting pipes / cable trays / ducts/ Air fin cooler,
with platforms/ walkways, handrail & ladders as per piping requirements. Open steel
staircase/ladder for operation and maintenance shall be provided from ground to top
level at appropriate locations. Secondary framing members supporting equipments
shall be fireproofed. Fireproofing shall be provided as per OISD requirement. For
pipe rack without air fin cooler, fireproofing is provided as per OISD or 9.1m above
HPP, whichever is higher. For pipe rack with air fin cooler, fireproofing is provided up
to air fin cooler supporting level. Blind floor below air fin cooler shall be in RCC with
minimum thickness of 150mm.
Entire bare concrete surface of pipe rack structure and bare concrete surface of
T3 equipment foundation above ground shall be painted with acrylic emulsion paint on
all concrete surfaces inside PX process unit and approved by OWNER / PMC.
RC paving shall be provided below pipe rack for entire width. Maintenance platform
of 1m width shall be provided for the entire length of pipe rack at cable tray level.
This platform will be used for maintenance of cable trays.
For offsite area, pipe rack shall be of structural steel up to top.


EPCC – 2 0001
Refer Plot plan i.e. IPPX-6394-8230-01-050-0001, IPPX-6394-8230-01-208F-0001,

IPPX-6394-8230-01-208G-0001, IPPX-6394-8230-01-050-0003 & IPPX-6394-8230-
01-000-0001 for Pipe rack details.
3.2 Technological Structure
Multi-level technological structures for supporting equipments shall be as per

relevant Piping documents,
Technological structures shall be of steel structure above it with structural steel

platforms and floors at different levels with grating/ chequered plate, handrails all-
round, supporting arrangement for equipments. Open steel staircase from ground to
top level with handrails on both sides. Internal framing shall be of structural steel.
Secondary framing members supporting equipments shall be fireproofed.
Fireproofing shall be provided for all structural columns, beams and bracings as per
OISD requirement and as per the fireproof zoning map generated by EPCC-2.
All technological structures shall be provided with at least TWO (2) escapes through
side staircases.
Refer Plot plan i.e. IPPX-6394-8230-01-050-0001 for technological structures details.
3.3 Compressor House
Compressor House shall be of steel structure. It shall be provided with galvalume

steel sheeting of thickness 0.65mm & CORRUGATED F.R.P. TRANSLUCENT
SHEET as per natural lighting requirement for wall & roof, eaves gutter with
rainwater down-take pipes, overhead EOT crane. Side Cladding shall be provided on
all sides starting 3m above FFL / HPP and continuing up to roof level. Compressor
house shall be provided with louvers and bird mesh. TWO (2) Nos of access shall be
provided for Compressor house deck. Intermediate steel platforms with handrails,
access ladders / open steel staircase at appropriate places shall also be provided.
Gantry girder for EOT crane with 1200 mm wide walkway platform having grating
with handrail on both sides shall be provided on both sides (long travel) of EOT
T3 Cranes. On the other side of the long travel of crane minimum 900mm width platform
shall be provided with handrail on both sides to it.
Access ladders shall be provided at diagonally opposite locations of the walkway to

approach EOT crane. Design should be such that EOT operating personnel at the

EPCC – 2 0001
operating floor level should be able to carry out the pendant control station at the
same level throughout long travel length without any hindrance / gap in-between.
Provision for equipment entry and drop out area shall also be made as per
requirement.
RC foundations for equipments, RC grade slab with RC cable trenches shall be

provided by EPCC-2 CONTRACTOR.
Refer Plot plan i.e. IPPX-6394-8230-01-050-0001 for Compressor Sheds. Size of the
compressor shed governed by the recommendations of compressor vendors and the
maintenance requirements.
3.4 SUBSTATION BUILDING, SATELLITE RACK ROOM PX UNIT
3.4.1 SUBSTATION PX UNIT
The building shall be deigned as RCC framed structure. The conceptual layout of
substation is enclosed in the bid package. Blast proof design of this building shall be
decided based on the QRA study carried out by EPCC2. The building consists of the
following major activity areas:
The building shall be RCC frame structure with masonry wall, RCC roof. The building
shall comprise of the following minimum components but not limited to.
a) Cable Cellar.
b) Switchgear room
c) AHU room.
d) VAM room.
e) HVAC room.
f) Distribution transformer.
g) Power capacitors & transformers for the package.
h) Electronic control room for PX
i) Loading/unloading areas & Staircases as per functional requirement.
j) Maintenance Room.

EPCC – 2 0001
k) Documentation Room.
l) Operator Room’s.
m) GIS Room.
n) Engineering Room
The layout attached with the bid is indicative only and detailed engineering shall be
done by the EPCC-2 CONTRACTOR.
EPCC-2 CONTRACTOR shall design and construct the building conforming to all bid
requirements and standard / code requirements as governing.
Refer DWG No. - IPPX-6394-8330-47-318AN-0201 to 0210 under section 3 for

architectural layout drawings.
3.4.2 Satellite Rack Room – PX UNIT
The building shall be a single storied blast proof RCC framed with RC wall, RCC roof
and shall comprise of the following minimum components but not limited to,
a) Rack Room.
b) Operator /engineer room
c) Clean Agent Room.
d) Battery Room.
e) UPS Room.
f) Field engineers room, Operator rooms, test room/ staff room/ Workers room,
Documentation Room, Meeting Room,
g) Electrical room
h) Store room
i) AHU room
j) VAM room
k) Clean agent room
l) Toilet/Janitor, Pantry, First-aid equipment & drinking water area as per functional
requirement.

EPCC – 2 0001
Refer document no. PDRP- 8310–SP-0004 Design of Blast Resistant Buildings for
High Hazardous Plant.
Refer drawing no. IPPX-6394-8330-47-829-0501 to 0505 under section 3 for

3.4.3 CCR BUILDING – PX & PTA UNIT
The building shall be a single storied blast proof RCC framed with RC wall, RCC roof
and shall comprise of the following minimum components but not limited to.
a) Console Room.
b) Rack Room
c) Battery Room.
d) UPS Room.
e) engineer room
f) Clean agent room
g) HVAC room
h) VAM room
i) Offices
j) Instrument room
k) Calibration room
l) Documentation room
m) Printer room
n) Managers room
o) Locker/ store room
p) Toilet/Dining pantry & drinking water area as per functional requirement.


EPCC – 2 0001
done by the LSTK-2 CONTRACTOR.
LSTK-2 CONTRACTOR shall design and construct the building conforming to all bid
requirements and standard / codal requirements as governing.
Refer document No. PDRP- 8310–SP-0004 Design of Blast Resistant Buildings for
High Hazardous Plant.
Refer drawing No. IPPX-6394-8330-47-830- 0701 to 0705 under section 3 for

3.4.4 SPECIAL REQUIREMENTS:
(a) Substation building including cable cellar, access staircases and toilet block shall
be reinforced concrete framed construction with brick infill panels. At least one
staircase shall go up to the roof of substation. Roof shall have slope of 1:35 for
speedy rainwater disposal. Transformer bays, including transformer foundation and
gravel filling, sumps, cable trenches with removable precast RC covers, fencing etc.
shall be provided as required.
(b) Engineering, Supply, installation, testing and commissioning of complete HVAC

system as per Project requirement shall be provided by EPCC-2 CONTRACTOR.
(c) Transformer oil collecting pits as per Electrical requirements
(d) Cable cellar room floor shall be 500mm above approach road level.
(e) Cable cellar room shall have adequate natural ventilation by providing pre-cast /
cast-in-situ mesh type wall on external side.
(f) Cable cellar room shall be designed to be rodent-proof.
(g) The cable cellar / substation shall have proper water draining arrangement
considering flooding of the cable cellar during cable cellar fires.
(h) Monorail of suitable capacity shall be provided in the first floor for lifting of the
panels.
(i) Cut-outs shall be provided in the floor slab of the first floor for cabling of the
panels.

EPCC – 2 0001
(j) Columns and roof slab in cable cellar room shall be provided with insert plates
wherever required to support the cable trays.
(k) Top of base frame of switchgear panel shall match with the FFL of the panel
room.
(l) Vertical Venetian blinds shall be provided for all Aluminum windows.
(m) All the future panel openings shall be covered with removable checkered plates.
(n) The area in-between the approach road (on all sides) and the Substation outside
walls shall be paved. Special care to be taken to ensure that the Earth pits pre-cast
covers are at the same level as HPP and earth pipe connections are easily
approachable.
3.5 LABTECH for PX-PTA Unit
The building shall be deigned as Non-blast resistant type, RCC framed structure.
The conceptual layout is enclosed in the bid package. The building consists of the
following major activity areas:
The building shall be RCC frame structure with masonry wall, RCC roof. The building
shall comprise of the following minimum components but not limited to.
a) HVAC Room.
b) Chemical storage room
c) General testing room
d) Washing room
e) Instrument room
f) GC room
g) Cylinder shed
h) Battery Room & Electrical Room
i) Change room & toilet block
j) Documentation room
k) Chemist office
l) Chemist drawer room


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m) Manager office
Refer DWG No. - IPPX-6394-8330-47-406B-0801 TO 806 under section 3 for

3.6 Fire water booster pump house for PX unit
The building shall be a single storied RCC framed with RC wall, RCC roof. Firewall
shall be provided. Refer Plot plan i.e. IPPX-6394-8230-01-050-0001.
Separate exclusive RCC cable trench route shall be provided for cable routing to Fire
Water Booster Pump house
3.7 Operator Shelter
1 No. Operator shelter of size 20 m x 9 m x 4.2 m height (including toilet and bath)
shall be provided by EPCC-2 CONTRACTOR.
Refer drawing no. IPPX-6394-8330-47-485-25-0601 for conceptual layout.
3.7.1 Operator shelter shall be of RCC framed structure with brick infill walls. For other
requirements of operator shelter, relevant documents of other disciplines shall also
be referred.
3.8 Equipment foundations
RCC foundation shall be provided for different equipments, heaters, flare, tanks and
pumps. All tank foundations shall be in RCC ring wall with sand filling type / suitable
type and shall be as per mechanical requirement. The tank foundation shall be
covered with asphalt sand anticorrosive layer. Foundations subject to vibration shall
be properly isolated from adjacent foundations.
3.9 Barricade
EPCC -2 CONTRACTOR shall consider barricading of the proposed unit so as to
Isolate the same from the existing plant in the vicinity. The height of the barricade
shall be defined by the height of the adjacent equipment / structures.

EPCC – 2 0001
EPCC -2 CONTRACTOR shall decide the extent and height of barricading after
Necessary site visit and shall indicate the same in his bid for Owner / PMC review.
Barricading shall ensure safety against transfer of heat / sparks during welding or
any other site activities.
3.10 Security fence during construction
EPCC -2 CONTRACTOR shall provide temporary security fence and gate separating
existing Plant and proposed Construction Site. Fencing and gate shall be as per
standard drawing number PDRP-8310-45-0010, which is included in the FEED.
EPCC -2 CONTRACTOR shall remove the temporary security fence and gate at the
end of construction as per Owner / PMC directions. EPCC -2 CONTRACTOR shall
include the layout of security fence and gates in his bid for Owner / PMC review.
3.11 General Civil
3.11.1 Architectural features shall be as per design specification for Building and General
civil. Anti-termite treatment, plinth protection, damp-proofing course, approach roads,
etc. and all other associated structural, architectural, masonry; general civil works
shall be in the scope of the EPCC-2 CONTRACTOR. All work shall be carried out as
per relevant specifications. EPCC-2 CONTRACTOR shall develop architectural
plans, section and elevations for OWNER/PMC’s approval before proceeding with
T3 further engineering. Roof drain of Heavy-duty uPVC/CPVC pipes enclosed by RCC
ducts for maintaining aesthetics.
3.11.2 Cable trenches/ Overhead cable tray/ culverts
a) Instrumentation cable routing in process area shall be considered above ground.

Wherever pipe racks and sleepers are available, instrumentation cable trays shall be
routed along them. In case of road crossing, cable ducts and cable trays shall be
routed through culverts. Wherever Pipe Racks for road crossing are available, cable
ducts and cable trays shall be routed through the same. Continuous channel
supports shall be provided for cable ducts. Instrumentation Cable routing in PX
OSBL area shall be considered above ground.
b) Electrical cable routing in PX process unit, ISBL tank farm and OSBL tank farm area
shall be through RCC cable trench filled with sand (after laying of cables) and

EPCC – 2 0001
provided with removable RCC precast covers. Cable trenches shall be provided with
heavy-duty removable precast covers with sealing compounds at the joints for
anticipated heavy vehicular loads / movements wherever required. In case of road
crossing, cable trays shall be routed through culverts without sand filled. Culverts
shall be considered without sand filling and with cable tray supports. Sufficient space
shall be provided for maintenance inside culvert. Electrical Cable routing in PX OSBL
area shall be considered above ground. Wherever pipe racks are available, cable
trays shall be routed along them.
c) Relevant Electrical / Instrumentation documents shall be referred for routing of

cable trenches and cable racks.
d) Culvert and trenches shall be provided with proper drainage arrangement to

evacuate the seeped rainwater in it.
3.11.3 Roads
a) The EPCC-2 CONTRACTOR shall be responsible for complete planning of the roads
for access to all buildings and units of the plant from the existing roads including
necessary tie in connections.
b) Approach roads to buildings / sheds shall be concrete roads. Approach roads to

plant units shall be of heavy-duty concrete paving designed for anticipated heavy
vehicular loads / movements.
c) Approach roads shown on the Civil Scope drawing are indicative. Any additional
approach roads around units to facilitate crane movement or any other vehicle
movement during construction shall be in EPCC-2 CONTRACTOR’S scope of work.
EPCC-2 CONTRACTOR shall provide sufficient heavy-duty approaches between
unit battery limit and roads surrounding unit wherever required from erection /
maintenance / operation point of view and as per detail engineering requirement.
3.11.4 Drainage System
a) OWS (oily water sewer) from area shall be collected and sent as per details in
relevant Piping / Process documents.
b) CRWS (contaminated rain water system) system shall be designed for discharge
from all process area inside battery limit, except buildings, sheds and shelters.

EPCC – 2 0001
CRWS system from unit area shall be conveyed through underground sewer and
shall be hooked up with the main CRWS header.
c) Storm water, firewater and all process waste streams and spills that fall within the
curbed paved process areas are collected by means of a CRWS network of catch
basin and manholes and are routed to the CRWS Pit. And then routed to WWPT by
pumps and aboveground pipes. Catch basins, manholes and pits internally lined with
protective coating.
d) Contaminated rain water rich in hydrocarbon and aromatic during dry weather
season shall be route to Pr-Effluent Treatment plant. However during normal
operation, contaminated rain water during wet season shall be routed to existing
CRWS lifting station.
e) CRWS system shall be designed as per the requirements in Design Specification for
General Civil.
f) For chemical drains related requirements, Basic Engineering Design Basis for
Paradip refinery shall be referred.
g) All road crossings for underground pipes shall be suitably designed and provided by
EPCC-2 CONTRACTOR including cutting and making them good. Wherever EPCC-
2 CONTRACTOR’s underground system interferes with existing facilities (like roads,
storm water drainage, etc.), EPCC-2 CONTRACTOR shall provide the system after
prior approval from OWNER / PMC. In case modifications to existing facilities are
required to be done, the same shall be done by EPCC-2 CONTRACTOR with no
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extra cost and time to OWNER / PMC.
h) Hume pipe (NP3 Class) sleeves shall be provided for underground piping crossing
the roads.
i) RCC trenches shall be provided for chemical drain lines, firefighting network lines;
routed through paved areas. Trenches for firefighting network lines shall be covered
with removable RCC precast covers designed for anticipated heavy duty vehicular
loads. Trenches for chemical drains within paved areas shall be provided with heavy
duty Grating covers.
j) Safety shower and eyewash areas shall be provided with curb walls and drained to
storm water drainage.

EPCC – 2 0001
k) RCC Culverts shall be provided on the approach roads on existing or new storm
water drains.
l) The EPCC-2 contractor shall ensure proper drainage of all the area in EPCC-2
contractor’s scope. The surface drainage shall be designed for surface washing and
/or rain/fire water as per the requirements. RCC Storm Water Drains shall be
provided with Grating Cover and edge protection angle and shall be limited up to
battery limit. At crane approaches to units, drains between roads and unit battery
limit shall of RCC and covered with removable heavy duty RCC precast covers.
Storm water drains shall be designed for rainwater intensity specified in the job
specifications. Storm water drainage system shall be developed and provided by
EPCC-2 CONTRACTOR for respective unit and hooked up with the existing storm
water drainage system.
m) At road crossing storm water drain shall be provided with heavy-duty grating or RCC
culvert.
3.11.5 Paving
a) RCC paving shall be provided for entire battery limit in PX process area. The EPCC-
2 CONTRACTOR’s scope is limited up to battery limits as marked in Civil Scope
drawings. The pavement shall be designed and provided as per actual design
requirement. The requirement given in the bid document shall be minimum.
b) Heavy-duty paving shall be provided for crane movements, drop out areas for
maintenance purpose. .
c) At crane approaches to units, drains between roads and unit battery limit shall be
covered with heavy-duty removable RCC precast covers.
3.11.6 Pits, Catch Basins, Manholes, Chambers
a) Requirement of pits shall be as per relevant Process / Piping / Fire Fighting

documents.
b) RCC Catch basins, Manholes shall be provided wherever required. These shall be
designed as liquid retaining structures.

EPCC – 2 0001
c) All underground liquid retaining structures shall be tested for leakage for 24 hours.
3.11.7 Fire Proofing
The EPCC-2 CONTRACTOR shall design, supply and apply vermiculite type of Fire
proofing to structural steel members, wherever required, as per Fire proofing
requirements in OISD and requirements as per relevant Fire Fighting documents
and drawing for all equipment supporting structure, technological structures, pipe
rack structures.
3.11.8 Chemical Resistant Lining
Chemical resistant lining to suit type of acid / alkali, concentration, temperature etc.
shall be provided wherever required.
3.11.9 Drinking Water System
EPCC-2 contractor shall lay the drinking water lines underground directly buried or
supported above ground. The size of header and lateral pipes shall be designed by
EPCC-2 CONTRACTOR. However, the header size shall not be less than 2” dia.
The drinking water header shall supply water to safety shower and eyewash units,
drinking water and sanitary system in buildings. The header shall be hooked from the
main drinking water header along with isolation valve in valve pit.
Drinking water system, sanitary and plumbing system shall be provided to meet the
requirements of human consumption for drinking and sanitation purpose. As a
minimum, 2 Nos overhead water tank of capacity at 1000 lit shall be provided.
Internal plumbing and sanitary lines shall be provided. Sanitary sewer system shall
be developed and provided with all details as per requirements in Design
Specifications. EPCC-2 CONTRACTOR shall provide hook-up of internal sanitary
sewage system to the nearest sanitary line to WWTP.
3.12 CCR - PSA Unit Revamp
The Licensor BDEP contents of CCR – PSA Unit Revamp are not included in this
Tender Package. However, in absence of same, Licensor BDEP of CCR-PSA Unit
Revamp will be made available to successful EPCC-2 Contractor at later date
through ADDENDUM.
Based on this, CONTRACTOR shall perform all the Engineering and EPCC of CCR
PSA Unit Revamp without any cost and schedule impact to PMC/OWNER.

EPCC – 2 0001
CONTRACTOR shall execute all the scope mentioned for CCR – PSA Unit Revamp
including all Residual Engineering such as, all associated Utility Distribution, Tie-in
executions, others as mentioned in the elsewhere in tender. Contractor shall review
& consider Civil, Structural and Architectural and HVAC works accordingly with no
extra cost.
3.13 Any work that is not covered under the TENDER document, but which is required for
successful completion of the Architectural/CIVIL/HVAC units / facilities shall be in
scope of work of CONTRACTOR. Any Architectural/CIVIL/HVAC related facility or
T3 work not explicitly mentioned in this document, but necessary for successful
completion of this project, shall be included by the CONTRACTOR in their scope of
supply and work without any cost and time implication to the OWNER/PMC.
3.14 Omission of any Architectural/CIVIL/HVAC related item or work necessary to achieve

successful implementation of this project (in line with the Statutory requirements /
Standards / Specifications and internationally recognized good engineering
practices) from this document, does not absolve the CONTRACTOR of contractual
obligations and it is CONTRACTOR’s responsibility to include such items / activities
in scope of work without any cost and time implication to the OWNER/PMC.
3.15 All the dimensions and sizes mentioned in drawings are indicative and minimum and
for reference only. Any changes in this during detail engineering shall be borne by
CONTRACTOR without any cost and time implication to the OWNER/PMC.
3.16 The Architectural Drawings developed for the Tender Documents are the minimum
required. Considering the total scope of work based on Plot plan & requirements
stated elsewhere in the Tender documents, any additional Architectural drawings
that may be required for estimation & for execution at a later stage, are to be
developed by the Contractor at no time, cost & schedule impact.
3.17 EPCC-2 CONTRACTOR to note that HVAC Scope and system mentioned is
minimum requirement, any Additional building / system required as per project
tender requirement to be decided by bidder as per application without any extra cost
and time implication.

EPCC – 2 0001
3.18 EPCC-2 CONTREACTOR to verify requirement of modification/ extension on

existing rack/ structure/ building to route pipe lines/cable trays from all Tie-ins as per
T3 actual site condition. EPCC-2 contractor to perform adequacy check of existing
facilities for existing and additional loads for successful completion of the
project.without any cost and time implication to the OWNER/PMC.
3.19 Exchange of information/data between EPCC-2 and other EPCC contractors -
a) EPCC-2 shall collect all the required information from other EPCC contractor that are
required for design & construction within EPCC-1, EPCC-3 & EPCC-4 contractors
scope of work.
b) EPCC-2 contractor shall furnish necessary information to other contractor that
required for design and construction within other contractor scope of work and
supply.
c) EPCC-2 CONTRACTOR shall provide ‘right of way’ for access to other contractor
wherever required.
d) All relevant interface coordination with other contractor’s (for all facilities outside
scope battery limit) shall be done by EPCC-2 contractor.
4. DETAILED ENGINEERING AFTER AWARD OF CONTRACT
4.1 General
4.1.1 Licensor shall review certain drawings, documents & 3-D model during execution
stage. EPCC-2 contractor to incorporate all comments/ changes provided by
Licensor without cost and schedule impact. EPCC-2 contractor to provide all
required data to Licensor as and when requested.
4.1.2 The CONTRACTOR shall submit a detailed schedule of submission of deliverables

as per mutually agreed schedule after award of the Contract. Such a schedule shall
be made in line with the overall Project Schedule indicated in the Contract. The
CONTRACTOR shall strictly adhere to the approved schedule.
The format of Submission of the above-mentioned schedule shall be mutually

discussed and finalized after award of the Contract.
4.1.3 The CONTRACTOR shall carry out Analysis and Design of the structures required
for this Contract and prepares all the required Civil and Structural & HVAC drawings
needed for correct and accurate construction as per the Design Specifications given
in the Contract.

EPCC – 2 0001
4.1.4 The CONTRACTOR shall keep the OWNER / PMC informed of any major Design
revisions simultaneously in progress.
4.1.5 All deliverables shall be submitted in requisite number of prints as per the
requirements mentioned in the bid package.
4.1.6 The CONTRACTOR shall incorporate all the comments / suggestions given by
OWNER / PMC on the CONTRACTOR’s deliverables; without any extra cost to the
OWNER / PMC and any implication of time-schedule for completion of works. The
CONTRACTOR shall ensure that these comments are duly incorporated in the
deliverables and revised set of deliverables is issued to the site for construction and
simultaneously to OWNER / PMC for their records.
4.2 Design Calculations
4.2.1 The CONTRACTOR shall prepare the Design Calculations based on the standard
accepted practice and guidelines from OWNER / PMC.
For Structures, Analysis and Design shall be done on latest version of STAADPRO
SOFTWARE.
For other miscellaneous works, MS-Excel and MS-Word shall be used. Design
calculations shall be done on A4 size sheet only.
Static checks of all basic load cases shall be performed by manual estimation
method and compared with software output.
4.2.2 All design calculations (typed and properly bound in complete compiled PDF
format),), detail drawings and execution drawings for each independent buildings
and structures, along with their editable soft copies (in MS Word, MS Excel,
T3 AutoCAD, Foundation3D / Mat3D) shall be submitted as and when demanded by
PMC / OWNER during the project by EPCC-2 CONTRACTOR in one lot so as to
facilitate an overall systematic review by OWNER / PMC. Detail design and
execution drawings for each building shall be submitted after approval of
architectural drawings.
4.2.3 All design calculations shall be supported by relevant latest civil information
drawings, data sheets, documents, sketches, etc. as required.
4.2.4 All design documents, drawings and associated transmittals submitted by EPCC-2
CONTRACTOR shall be complete in all respect and thoroughly checked, approved,

EPCC – 2 0001
deliverable status (For Approval / Review / AFC / Information) and signed by EPCC-
2 CONTRACTOR’s own responsible engineer (irrespective of whether the same are
prepared in the EPCC-2 CONTRACTOR’s design office or by an approved agency)
to ensure accuracy, correctness and completeness before submission to OWNER /
PMC.
4.2.5 Deliverables for “Approval”, “Review” or “Information” shall not be issued through the
same transmittal. Transmittals shall be segregated by deliverable category.
4.2.6 Incomplete, unchecked, unsigned and unstamped documents / drawings and design
shall not be accepted for review / construction and shall be returned forthwith.
4.2.7 Verification of the foundation loading data for all equipments / structures etc. which
forms the part of the comprehensive packages supplied by the respective vendors
shall be entirely the responsibility of the CONTRACTOR.
4.3 Drawings
The CONTRACTOR shall prepare

i) Civil / Structural Design / Construction/ HVAC drawings, drawings based
on the standard accepted practice and guidelines from OWNER / PMC.
ii) Bar Bending Schedules (For RCC Works)
iii) Fabrications drawings (For Structural Steel Works)
iv) As-Built Drawings.
v) Detailing / drafting shall be done on AUTOCAD only. Drawing size used

shall be preferably of A1 size only. For Foundation Layout, Drainage
Plans, underground composite drawings and Paving Plans, A0 size
drawings can be used if necessary.
vi) All Bar Bending Schedule and fabrication drawings prepared by the
CONTRACTOR shall be directly issued for construction to his site office
and simultaneously to OWNER / PMC’s site office for their records.
4.4 Review of CONTRACTOR’s deliverables
4.4.1 It shall be OWNER / PMC’s right to review any / all or none of the deliverables
submitted by the CONTRACTOR. OWNER / PMC reserve the right to amend the
“Approval”, Review” and “Information” requirements during the course of project.

EPCC – 2 0001
4.4.2 The document deliverable’s Approval / Review / Information category matrix shall be
developed and agreed with EPCC-2 contractor once contractor’s detailed
deliverables list is received by OWNER / PMC.
4.4.3 Review by OWNER / PMC shall not relieve the CONTRACTOR of his responsibility
for correct Design, Engineering and Construction. The sole responsibility of
correctness of Design, Engineering and Construction shall lie with the
CONTRACTOR irrespective of the fact that the submitted deliverables are reviewed
or not reviewed by OWNER / PMC. The CONTRACTOR shall correct all faulty
design and construction detected at any stage of work without any cost and time
implication to OWNER / PMC.
4.4.4 Irrespective of the identified structures requiring approval / review, the

CONTRACTOR shall submit the complete set of design and drawings of all the
structures / foundation systems.
4.4.5 All revisions shall be clearly marked and clouded for easy identification. Subsequent
review of such revised documents shall be limited to the revision as clouded.
4.4.6 Following parameters of deliverables shall not be reviewed by OWNER / PMC and
the same shall be CONTRACTOR’s responsibility. OWNER / PMC may review
these at randomly only:
(a) All the functional requirements such as access, cutouts, clearances, interference
etc. while designing / detailing of various Structures / Facilities. The CONTRACTOR
shall ensure correctness of such provisions
(b) Correctness of deliverables in terms of dimensions, matching of Plans,

Elevations, Sections etc.
(c) Coordinates, Orientation, Road / Ground / Pavement elevations etc.
4.5 Bill of Quantities (BOQ)
4.5.1 CONTRACTOR shall submit the quantities for items as mentioned in the form
“Information required for assessment of quantum of work” after award of contract for
overall review of the project planning. The same shall be submitted within 45 days
after award of Contract. Contractor shall also submit detail BOQ of every civil
structure along with drawing issue in pdf and xls format.

EPCC – 2 0001
4.5.2 CONTRACTOR shall prepare the structure-wise quantity statements (showing

anticipated, released and balance quantities of piles, concrete, reinforcement and
structural steel) and submit monthly for review by OWNER / PMC.
4.5.3 CONTRACTOR shall ensure that released drawings shall indicate the quantities of
concrete (grade-wise), reinforcement (diameter-.wise) and structural steel (section-
wise).
4.6 Reference Drawings
All the reference drawings / documents of various existing facilities shall be taken as
a guideline only.
4.7 Drawing Numbering
Drawing numbering should be done in consultation with OWNER / PMC.
4.8 3-D Modelling
3-D Modelling requirements (of all structures including foundations) shall be as

mentioned elsewhere in bid document.
4.9 Software list –
Latest version of below software shall be used -

Description Purpose
Structural Analysis and Design
STAAD Pro - Software
Structural Analysis and design package of
M/s. Bentley
Foundation 3D & MAT 3D - foundation Design Software

T3 Foundation Design Suite from Dimensional
Solutions.
Tekla 3D modelling
Revit 3D modelling of buildings
Navisworks Simulate or Smartplant Review 3D Model Review
SP3D 3D modelling

EPCC – 2 0001
5. CONSTRUCTION
5.1 General
5.1.1 Construction of all civil and structural works including all material, labour,
supervision, tools and tackles etc. shall be carried out by the CONTRACTOR.
5.1.2 All materials shall be procured as per the approved vendor list given elsewhere.
5.1.3 All materials and construction shall confirm to the specification given elsewhere.
5.1.4 Materials of construction, construction method etc. shall be such, so as to protect the
structures and foundations against any harmful effect of chemical, fumes etc.
present in the plant, its vicinity, in ground and /or subsoil water.
5.1.5 The CONTRACTOR shall be responsible for obtaining the statutory approval from
local authorities such as Inspector of Factories, Development Authorities, Municipal
Corporation and other concerned authorities before starting the work.
5.1.6 The CONTRACTOR shall maintain and operate an adequate system of control of
availability of latest drawings and specifications, at all the places where work is
performed.
5.1.7 Construction shall include excavation in all types of soils / controlled rock blasting
and backfilling inclusive of necessary dewatering as applicable. Only controlled
blasting is permitted. Permission from OWNER/PMC shall be obtained after giving
detail method statement and safety precautions that will be implemented during such
work.
5.1.8 The CONTRACTOR shall redo/ repair all the existing facilities viz. roads, paving,
drainage etc. which are damaged during transportation, construction and erection
activities performed by him.
5.1.9 The CONTRACTOR shall provide stability certificate duly signed by statutory
authority.
5.1.10 The CONTRACTOR shall submit list of all the sub-vendors / authorised applicators
to be engaged for execution of various finishing items (like Doors, Windows,
Waterproofing, False Ceiling, False Flooring etc.) for approval.

EPCC – 2 0001
6. LIST OF ATTACHMENTS
6.1 IPPX-6394-8310-PH-050-0001: Foundation Design Basis.
6.2 IPPX-6394-8310-SP-000-0001: Detail Engineering Requirement for Civil,

Structure and Architectural works
6.3 IPPX-6394-8310-SP-000-0002: Specific Design Requirements.
6.4 IPPX-6394-8330-PH-000-0001: Architectural design basis for buildings
6.5 IPPX-6394-8310-SP-000-0003: Requirement for civil design calculation and

drawing.
6.6 IPPX-6394-8310-SP-000-0004: Engineering design basis for civil
6.7 3210 - 8210 - SP - 0003: Specification for Topographic Survey
6.8 PDRP-8310-SP-0001: Specification for Wind and Earthquake Loading
6.9 PDRP-8310-SP-0002: Design Loadings for Buildings, Process Structure, Pipe

Racks and Equipment Foundation.
6.10 PDRP-8310-SP-0003: Anchor Bolt and Fixing Standard.
6.11 PDRP- 8310–SP-0004: Design of Blast Resistant Buildings for High

Hazardous Plant
6.12 PDRP-8310-SP-0005: General Specification for Concrete Works
6.13 PDRP-8310-SP-0006: General Specification for Piling
6.14 PDRP-8310-SP-0007: Design of Concrete Foundations, Structures and

Paving
6.15 PDRP-8310-SP-0008: Design of Storage Tank Foundations.
6.16 PDRP-8310-SP-0009: Design of foundations & structures supporting

machinery
6.17 PDRP-8310-SP-0010: Specification for Ground Investigation.
6.18 PDRP-8310-SP-0011: Concrete Fire Protection.
6.19 PDRP-8310-SP-0012: Specification for Grouting Materials and Workmanship
6.20 PDRP-8310-SP-0013: Specification for Roads and Paving


EPCC – 2 0001
6.21 PDRP-8310-SP-0014: Earthworks
6.22 PDRP-8320-SP-0016: Structural Steelwork Design
6.23 PDRP-8320-SP-0017: Structural Steelwork Fabrication
6.24 PDRP-8310-SP-0018: Drainage Basic Design Specification.
6.25 PDRP-8310-SP-0019: Specification for Drainage and Material Workmanship
6.26 PDRP-8330-SP-0020: Building Performance Specification.
6.27 PDRP-8340-SP-0021: HVAC Performance Specification for Buildings.
6.28 PDRP4200-8320-SP-1001: Standard Steelwork Notes and Details.
6.29 IPPX-6394-8310-45-050-0001: General Civil Scope of Work for PX EPCC-2

contractor.
6.30 PDRP-8310-45-0001 to 0003 & 0007 to 0010 - Standard Drawings

T3
6.31 IPPX-6394-8310-39-000-0001 – Details of concrete road
6.32 IPPX-6394-8610-SL-050-0001 - Master supplier list
6.33 ANNEXURE 1 – Office furniture
6.34 ANNEXURE 2 – HVAC scope of work for PX
T3 6.35 PDRP-8820-SP-0008: Requirements of spare parts
6.36 IPPX-6394-8330-47-318AN-0201 to 0210: Conceptual Architectural drawings

for Substation of PX Unit.
6.37 IPPX-6394-8330-47-829-0501 to 0505: Conceptual Architectural drawings of

SRR for PX Unit
6.38 IPPX-6394-8330-47-830- 0701 to 705: Conceptual Architectural drawings of

CCR for PX Unit
6.39 IPPX-6394-8330-47-485-25-0601: Conceptual Architectural Plan, Sections

and Elevations of Operator Shelter for PX Unit
6.40 IPPX-6394-8330-47-406B-0801 TO 806: Conceptual Architectural drawings of

LABTECH building for PX-PTA Unit
6.41 IPPX-6394-8330-SP-39-0001: Architectural standard drawings
6.42 IPPX-6394-8710-PR-000-0007: Coating of Buried Pipework


EPCC – 2 0001
6.43 IPPX-6394-8710-PR-000-0017: Protective Painting System
6.44 PDRP-8440-SP-0007: Passive Fire Protection and External Fireproofing Of

Equipment Supports and Structure
6.45 IPPX-6394-8840-PH-050-0002 - Technical information with bid
6.46 IPPX-6394-8840-PH-050-0003 - Technical confirmation list
6.47 IPPX-6394-8440-SP-000-0011: bolt tightening specification
6.48 IPPX-6394-8840-PH-050-0001 - Mandatory spare parts list


EPCC – 2 0001
ANNEXURE – 1
OFFICE FURNITURE

EPCC – 2 0001
1. PURPOSE
This document gives the requirement of Furniture to be provided in various buildings. EPCC-2
CONTRACTOR shall supply adequate furniture in all the buildings under his scope including but
not limited to Tables, chairs, cupboards, storage racks, workstations, office accessories, etc.
Furniture shall be supplied in line with the image of the OWNER - one of the MAHARATNA of
Public sector enterprises.
2. GENERAL REQUIREMENT
Scope of supply for furniture shall include but not limited to the following requirements.
Specification of interior furniture and fittings shall be selected by the contractor based on
considerations of comfort, functionality, safety, strength, durability and appearance. Furniture
generally shall be of ergonomic design featuring good quality modern furniture systems to
Owner/PMC approval.
All descriptions of furniture and fittings are generic. EPCC-2 CONTRACTOR shall develop
detailed furniture layout drawings for each building, develop specifications, prepare list of
furniture & schedule and submit along with product brochures for OWNER / PMC approval during
detail engineering stage.
The numbers of furniture mentioned are minimum. Actual size and quantity shall be agreed with
OWNER / PMC during detail engineering to suit with project requirements.
Furniture shall be manufactured to withstand minimum live loading at any point without distortion,
deflection or collapse in accordance with applicable fire, safety and manufacture codes and
standards.
All furniture and fittings will be subject to approval of samples by Owner/PMC prior to order.
EPCC-2 contractor shall not claim any additional cost or time extension in case there is any
change in furniture quantity, material, quality, make, style, etc., during approval of contractor's
proposal.
1. PX Substation Building
2. PX SRR Building
3. PX- Operator Shelter
4. PX-PTA CCR
5. PX-PTA Lab Building


EPCC – 2 0001
3. FURNITURE REQUIREMENT
Below table gives the minimum furniture to be provided in various offices / rooms by EPCC
contractor.
Sr. Office / Room Description Qunt

No.
1 Plant Manager PX 1 nos Executive Table + 2 nos lockable pedestals + 1 nos 1 Set
and PX , Overall PX- Executive Chair + 3 nos visitor chairs
PX In charge Side Table with lockable drawers
Back Runner (lockable storage) with glass panel doors.
3+2+2 nos seater sofa + 1 nos Tea Table + 1 nos. side table
Lockable book / file storage Shelves with glass panel doors.
Dry Erase Board with aluminum frame and eraser Tray
Helmet Stand
Office accessories like metallic Trash can, wall paintings with
down lighters etc.
2 Manager Room 1 nos Executive Table + 2 nos lockable pedestals + 1 nos 1 Set
and Shift In-charge Executive Chair + 2 nos visitor chairs
Room - Side Table with lockable drawers
(Instrumentation, Back Runner (lockable storage) with glass panel doors.
Electrical, Lockable book / file storage Shelves with glass panel doors.
Production, Dry Erase Board with aluminum frame and eraser Tray
Mechanical) Helmet Stand
down lighters, CPU trolley etc.
3 Field Engineer’s 2 nos Executive Table + 2 nos lockable Pedestal + 2 nos 1 Set
(Instrumentation, chair for engineer’s + 4 nos visitor chair
Electrical, 2 nos Side Table with lockable drawers
Production,Civil, Back Runner with lockable storage
Mechanical)
File Storage Shelves
Helmet Stand
Office accessories like metallic Trash can, CPU trolley etc.
4 Operator’s room- 2 nos Table +2 nos Pedestal + 2 nos chair – 1 nos for each 1 Set
(Instrumentation, Operator
Electrical, Lockable Storage Racks for tools
Production, Civil, Lockable File Storage Shelves
Mechanical) Helmet Stand + Metal Locker
5 Control Room 1nos Table +1nos Pedestal + 1nos chair – for each for 1 Set
Engineers Room Engineer
(Civil/Inspection ) 1 nos Table for Printer
Helmet Stand
6 Console Room Chairs for Engineers – 1 nos for each person 1 Set
1 nos Table for Public address System
Helmet Stand

EPCC – 2 0001

7 Reception Receptionist Table with lockable drawers and file storage 1 Set
shelves
2 nos Chairs for Receptionists
1 nos Tea Table + 1nos. side table
3+3+2 nos seater sofa
8 Janitor Wooden Shelving 1 Set
9 Pantry Modular Cabinets + Storage Shelves 1 Set
10 Dining Dining Table with marble top and SS frame and dining 1 Set
chairs (4 seater)
11 Break Room Dining Table with marble top and SS frame and dining 1 Set
chairs (4 seater)
12 Locker/Store Lockable & Ventilated Design type metallic storage 1 Set
Room shelves
13 Documentation File / Record Storage Metallic shelves – Dust proof mobile 1 Set
/Record Rooms compactor type
2 nos Table + 2 nos lockable Pedestal + 2 nos chair
Helmet Stand
14 Conference Room Meeting Table (Size for minimum 15 persons) 1 Set
Chair – 1 nos for each person + 15 extra chairs.
Dry Eraser Board with Aluminum Frame and Eraser Tray
1 projector + screen + 1 PC table
Decorative Wooden shelving for files and documents
Metallic Trash Can
15 Meeting Room Meeting Table (Size for minimum 14 persons) 1 Set
Chair – 1 nos for each person
Dry Eraser Board with Aluminum Frame and Eraser Tray
1 projector + screen
Decorative Wooden shelving for files and documents
Metallic Trash Can
16 Lobby 1 nos Tea Table + 1nos. side table 1 Set
3+2 nos seater sofa
17 Office Area 1 nos Executive Table + 2 nos lockable pedestals + 1 nos 1 Set
Executive Chair + 2 nos visitor chairs
Side Table with lockable drawers
Back Runner (lockable storage) with glass panel doors.
Lockable book / file storage Shelves with glass panel doors.
Dry Erase Board with aluminum frame and eraser Tray
Helmet Stand
down lighters etc.

EPCC – 2 0001
4. SCHEDULE
Following Table gives the list of buildings, rooms and furniture requirement. Furniture shall be
provided in each room as per the detailed requirements given in clause 3 above.
Sr. Building Room & Sets of furniture required

No.
1 PX Engineer Room 1 Nos
Substation Opretors Room 2 Nos
Building Documents Room 1 nos
Control Room 1 Nos
Janitors 2 Nos
2 PX Satellite Operators Room 4 Nos

Rack Room Engineer Room 1 Nos
Meeting Room 1 Nos
Field Engineer 5 Nos
Documents Room 1 nos
Store Room 3 Nos
Pantry
Janitors 1 Nos
Lockers Room 1 nos
3 PX-PTA Plant Manager PX and Plant manager PTA 2 Nos
CCR PX-PTA In charge 1 Nos
Inspection manager 1 Nos
Shift in charge 2 Nos
Documents Room 1 nos
Store Room 1 Nos
Pantry
Janitors 3 Nos
Manager Room 4 Nos
Console 1 nos
Conference 1 nos (30-persons)
Lockers Room 1 nos
Reception
4 PX-Operator Reception /Lobby 1 Nos
Shelter Office 3 Nos
Meeting Room 1 Nos
Break Room 1 nos
Janitors 1 Nos
Lockers Room 1 nos
5 PX-PTA Lab
Building Chemist Office 2 Nos
Manager Office 2 Nos
Janitors 2 Nos
Lockers Room 2 nos

EPCC – 2 0001
ANNEXURE 2
HVAC SCOPE OF WORK FOR PX

EPCC – 2 0001
HVAC SCOPE OF WORK FOR PX TENDER

HVAC TYPE OF
SR.NO BUILDING Remark
SCOPE HVAC SYSTEM
Satellite
AC
1 Rack Room VAM +AHU
System
Building
Cable Celler &

Main
AC Battery Room
2 Substation VAM +AHU
System shall be
Building
Ventilated.
Operter
AC TFA + Split AC
3 Shelter
System unit
Building
Main CCR AC
4 VAM +AHU
Building System
Once DX type AHU

Laboratory
5 through +Aircooled
Building
system condensing unit
The above mentioned HVAC Scope and system is
NOTE : 1
minimum requirement. Any Additional building/system
required be decided as per application during detail
engineering
Contractor to follow ITB and Standard specifications for
NOTE : 2
HVAC equipments considering application and site
location . Details shall be reviewed during detailed
engineering stage .

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What structures/facilities are included in the scope of work?

What does the detailed engineering stage involve?

What does the detailed engineering stage involve?

< Security Level 2 >

DOCUMENT NO.: IPPX-6394-8310-TN-050-0001

PROJECT NAME: 1.2 MMTPA PX-PTA Project, IOCL Paradip Refinery

TOYO JOB NO. : 6394

OWNER: INDIAN OIL CORPORATION LIMITED

PMC : TOYO ENGINEERING INDIA PRIVATE LIMITED

T3 01 JULY 20 Issued for Tender SPP/RBN/SDB SAK DDJ

T2 16 May 20 Issued for Tender SPP SAK DDJ

T1 02 May 20 Issued for Tender SPP SAK DDJ

PREPARED CHECKED APPROVED

CIVIL SCOPE OF WORK Doc no.

CIVIL SCOPE OF WORK Doc no.

In case of contradiction among documents, EPCC-2 CONTRACTOR shall refer to

with no extra cost and time to OWNER / PMC.

(I) This Scope of work

(II) Related Design Specifications

(III) Codes and Standards

(IV) OISD and Factory rules

(V) Local statutory rules

2.1 Soil Investigation

2.1.1 Soil Investigation Report

CIVIL SCOPE OF WORK Doc no.

Foundation design considerations shall be with applicable stringent soil parameters

2.2 Site Conditions

2.3 Micro Grading

2.4 Disposal of Surplus earth

CIVIL SCOPE OF WORK Doc no.

2.5 Site cleaning

During construction and on completion of construction (inclusive of all internal and

Dismantling of hardstands if required and remaking / providing paving as per

CIVIL SCOPE OF WORK Doc no.

2.6.11 Lifting arrangement / monorail of suitable capacity shall be provided by EPCC-2

2.6.14 Modification of existing under-ground services consisting of CRWS network, storm-

2.6.17 Reconstruction of existing facilities if damaged during the proposed construction.

CIVIL SCOPE OF WORK Doc no.

2.7 Engineering and Construction

2.8 Removal of Underground structures

Site shall be handed over to the EPCC-2 CONTRACTOR, as it is condition. Existing

2.9 Transfer of Benchmark

CIVIL SCOPE OF WORK Doc no.

2.10 Rules and Regulations

2.11 Civil work for Free Issue Items (Equipments)

Refer Doc. PDRP-8310-SP-0012 “Specification for grouting materials and

3. DESCRIPTION OF STRUCTURES / FACILITIES

CIVIL SCOPE OF WORK Doc no.

It is the CONTRACTOR’s responsibility to design safe, sturdy and robust structures,

3.1 Pipe rack

Multi-tier pipe racks shall be as per relevant Piping documents.

For offsite area, pipe rack shall be of structural steel up to top.

CIVIL SCOPE OF WORK Doc no.

Refer Plot plan i.e. IPPX-6394-8230-01-050-0001, IPPX-6394-8230-01-208F-0001,

3.2 Technological Structure

Multi-level technological structures for supporting equipments shall be as per

Technological structures shall be of steel structure above it with structural steel