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REPLY TO PRE-BID QUERIES PROJECT NAME :- Investigation, Design & Construction of 178m longSteel Bridge for Class 50R loading as per IRC –6:2000, over River Chenab, at Ch: 2700m Right Bank Portal Road (Sidhu Village), of
External Access Road to Sawalkote Hydro-electric Project with approaches, including approach road of length 300m approximately leading to Diversion Tunnel (Tulsein Nallah)
Sr.
no. AS PER TENDER DOCUMENT
CLARIFICATION SOUGHT
Comments of JKSPDC
Pre-Bid Deliberations Final changes in Tender
Document by JKSPDC Volume Clause description
1 Part A-
ITB SBD-
7 of 153
(Cl.1)
The Scope of work genenerally
includes following
a)Investigations, which will
include topographical,
Geotechnical as well as
Geophysical investigations
required for designing of the
Bridge
Requesting to provide the Geophysical data and
Geological information/ bore logs, details at pier
and abutment locations on both sides of river. In
absence of any geotechnical information, it is not
possible to design the foundations.
EPC Contractor to conduct their own investigations,
which will include topographical, Geotechnical as
well as Geophysical investigations required for
designing of the Bridge
JKSPDC conveyed that it has
not conducted any
investigations, so the Bidders are
required to conduct their own
investigations for design
purposes.
No Change proposed.
2 Part A-
ITB SBD-
47 of 153
(Cl. 14.2)
The Contractor shall appoint a
proof check consultant (the “Proof
Consultant”) after proposing to the
Owner a panel of three names of
qualified and experienced firms
from whom the Owner may
choose one to be the Proof
Consultant.
We presume that the cost of "Proof Consultant"
will be borne by the JKSPDC.
The Cost of Proof Consultant is incidental to the
designing cost of the Contractor and as such will not
be borne by JKSPDC.
JKSPDC conveyed that the cost
of Proof Consultant is to be
borne by the Bidders.
No Change proposed.
3 Part A-
GCC -
SBD-49 of
153
(Cl. 14.4)
Maintenance of 2.7km of right
bank portal road during
Construction Period.
Considering landslides, effect of monsoon etc, it
is not possible to estimate the quantum and likely
cost of maintenance. We request client to keep
provisional sum / separate BOQ payable items for
maintenance.
No separate BoQ / Provisional sum proposed in the
EPC tender as such Maintenance of 2.7km of right
bank portal road during Construction Period shall be
scope of the Contractor.
1. Bidders sought for inclusion
of a set of BoQ items required
for day-to-day maintenance of
2.7KM Right Bank Portal Road
as the same cannot be envisaged
at present.
2. JKSPDC conveyed that this
being an EPC Contract, a
separate BoQ cannot be
included.
3. However, it was agreed that
JKSPDC will provide access on
RBP at the date of start of
contract and secondly permanent
structures if any required will be
within the scope of JKSPDC.
Changes proposed:-
1. To insert clause 14.4.2. of
GCC as under:
JKSPDC will provide
free access to RBP on the
date of start of contract.
Permanent structures if any
required as deemed
necessary by Owner's
Engineer for stabilization of
RBP road during contract
period will be within the
scope of JKSPDC. All
temporary measures
including dry masonry work,
crate work etc .shall be
within the scope of EPC
contractor without any
financial liability to
JKSPDC.
4 Cont.Data
82 of 153
Cl. 22
Interest on Mobilization Advance We presume that the base rate of J&K bank to be
considered shall be 28 days prior to bid
submission. Please confirm
Base rate of J&K Bank will be taken as 28 days prior
to bid submission.
1. Bidders recorded their
apprehensions regarding interest
on mobilization advance by
stating that it will not facilitate
the contractors.
2. It was requested by Bidders
that mobilization advance should
be advanced in full at the start
and secondly the recovery
should be effected in 12 equal
installments each month from
the start itself.
No Change proposed
5 Cont.Data
85 of 153
Ann-II Cl.
26
Base date for escalation :
……….for the month 28 days
preceding the date of opening of
tender
We presume that the base date for all indices will
be 28 days prior to the date of opening of
technical bid. Please confirm
Base date for escalation will be 28 days prior to date
of opening of technical Bid.
Bidders conveyed that base date
for escalation will be 28 days
prior to date of opening of
technical Bid.
Base date for escalation will
be 28 days prior to date of
opening of technical Bid..
6 Cont. Data
87 of
153Ann.II
The following percentage will
govern the price adjustment for the
entire contract1. Labour – P1
25%2. Cement - Pc 5%3. Steel -
Ps 5%4. Structural Steel 15%5.
POL - Pf 5%6. Plant &
Machinery Spares - Pp 5%7. Other
Materials - Pm 45%Total -100%
Considering the structural steel component of the
work request JKPSDC to keep the % component
for structural steel to 40% & for other material
20%
No change proposed in the percentage. The
percentage of various components are linked to the
stage payment schedule.
1. Bidders asked for increase the
percentage of structural steel for
escalation purposes
.2. JKSPDC agreed for review of
the same.
After reviewing the
percentages that will govern
the price adjustments the
same have been changed.
Changes proposed:- Cont.
Data 87 of 153Ann.II
For
1.Labour-P1 25%
2.Cement-Pc 05%
3.Steel –Ps 05%
4.Structural Steel 15%
5.POL-Pf 05%
6.Plant&Machinery
Spares- 05%
7.OtherMaterialsPm 45%
Read
1.Labour-P1 25%
2.Cement-Pc 05%
3.Steel –Ps 05%
4.Structural Steel 20%
5.POL-Pf 05%
6.Plant&Machinery
Spares- 05%
7.OtherMaterialsPm 35%
7 Cont. Data
89 of 153
Sch. A
(cl. 1.14
CHANGE OF SCOPE
In case of increase /decrease in
Length of approach and or bridge,
the contract price shall be adjusted
on pro rata basis as per Schedule
C.
Please specify the battery limit (Abutment to
Abutment) with AUTOCAD drawing)
As the final design of the bridge will be based on the
investigations conducted by EPC contractor & the
deck level shall be the guiding factor.
Bidders asked for Battery Limit
(Abutment to Abutment) but it
was conveyed that the final clear
total span of the bridge will be as
per the investigations conducted
by the EPC Contractor.
To Insert:-
Section V Tech. Spec. para 5
the type/length of bridge will
be based on the
investigations conducted by
EPC contractor with
condition i.e., all
components of
superstructure be above El.
586.20m.( maximum water
level upstream coffer dam).
8 Tentative
GAD
GENERAL ARRANGEMENT
DRAWING
The dimensions/ technical notes shown in the
drawing are not clearly visible. Requesting
JKSPDC to issue a PDF copy or AUTOCAD
copy of drawing
PDF copy of drawing shall be provided. PDF copy of Drawing provided. Will be uploaded along with
amendments on official
website of JKSPDC.
Further request JKSPDC to issue the Project
Layout Drawing(AUTOCAD drawing with
contours) showing the location of proposed
bridge ,approach roads, Adit location &
Diversion Tunnel
Shall be provided. Shall be provided Tentative layout showing the
location of bridge site,
approaches & road upto
Tulsein nallah shall be
uploaded on official website
of JKSPDC.
Also request JKSPDC to provide length of
approaches to Abutments A1 & A2 and drawing
showing start & end chainages showing battery
limit & scope of work
Same as para 7 above. Same as para 7 above. Tentative layout showing the
location of bridge site,
approaches & road upto
Tulsein nallah shall be
uploaded on official website
of JKSPDC Final
road/approach lengths shall
be as per the investigations
conducted by the EPC
Contractor.
9 Snow load Please confirm if snow loading is to be
considered in the bridge design, If yes, please
specify the load to be considered
Refer IRC:6 for Snow load, the snow loads may be
based on actual observation or past records in the
particular area or local practice.
Bidders asked to refer IRC-6 and
procure meteorological data
from CWC about the area for
designing purposes.
No Change proposed.
Refer Section V of contract
document.
10 Plan and Profile drawing Please provide plan and profile drawing [ in
Autocad] for the entire project length [ ie
approaches+ steel bridge+ 300m road] showing
existing ground levels, formation levels, width of
right of way etc
PDF copy of drawing (GAD tentative) shall be
provided.
Same as para 7 above. Tentative layout showing the
location of bridge site,
approaches & road upto
Tulsein nallah shall be
uploaded on official website
of JKSPDC.
11 GCC 47 of
153 Cl.
14.2.4 (c)
within 30 (thirty) days of the
receipt of the Drawings, the
Owner’s Engineer shall review the
same and convey its observations
to the Contractor with particular
reference to their conformity or
otherwise with the Scope of the
Project and the Specifications and
Standards. The Contractor shall
not be obliged to await the
observations of the Owner’s
Engineer on the Drawings
submitted pursuant hereto beyond
the said period of 30 (thirty) days
and may begin or continue Works
at its own discretion and risk;
It is requested to clarify the said Clauses of
"Design and Drawings"It is requested to consider
that,1. Owner's Engineer shall review the
drawings within 30 days from the submission of
the same. Contractor shall do the Works as per
the confirmation given by the Engineer. Any
delay by the Engineer more than 30 days shall
attract compensation of time and cost incurred by
the Contractor.2. Contractor should construct the
Works after the Engineer's review only.
1 & 2. No compensation of time and cost proposed in
the tender against clause 14.2.4 as the clauses of the
same have been calligraphed in detail taking all
options into consideration.
1. Bidders asked for removing of
word " risk" from GCC Clause
14.2.4.(c). 2. It was conveyed by
JKSPDC that under this clause
the contractor has been given
advantage of starting the work
without approval of Owner's
Engineer on the drawings after
30 days of submission.
However, it is to be noted that as
the designs of the project is
within the scope of contractor as
such he is responsible for the
correctness of the design and any
risks thereof.
No Change proposed.
12 GCC 48 of
153
Cl. 14.2.4
(e)
no review and/or observation of
the Owner’s Engineer and/or its
failure to review and/or convey its
observations on any Drawings
shall relieve the Contractor of its
obligations and liabilities under
this Agreement in any manner nor
shall the Owner’s Engineer or the
Owner be liable for the same in
any manner; and if errors,
omissions, ambiguities,
inconsistencies, inadequacies or
other Defects are found in the
Drawings, they and the
construction works shall be
corrected at the Contractor's cost,
notwithstanding any review under
this Clause 14;
13 GCC 51 of
153
Cl. 20.1
Anything of historical or other
interest or of significant value
unexpectedly discovered on the
Site is the property of the Owner.
The contractor is to notify the
Engineer of such discoveries and
carry out the Engineer's
It is requested to consider the compensation of
time and cost, if any, incurred to the Contractor
due to this event.
Shall be dealt as per the standing laws. Bidders agreed that the same
shall be dealt as per the standing
laws.
T0 insert para 2 to cl.20.1 of
GCC
The discoveries if any will be
dealt as per the standing
laws of Arc logical Deptt./
J&K Govt. on the matter.
Any delay on this account
instructions for dealing with them. shall be covered under
Force Majeure clause of
contract agreement. .
14 GCC 51 of
153
Cl. 21
The Owner shall give possession
of all parts of the Site to the
Contractor.
It is requested to furnish the details and time of
handing over the possession of Site to the
Contractor.
In case any delay in handing over, time and cost
incurred by the Contractor shall be compensated
by the Owner.
Land shall be made available in time. JKSPDC retreated that land shall
be made available in time.
No change proposed.
15 GCC 62 of
153
Cl.
34.8.4.2 (c)
In case an IPC relates to a month
which is within 30 (thirty) months
from the Base Date, no price
adjustment shall be applicable.
It is requested to clarify the Clause. It is highly
ambiguous.
Query does not pertain to this NIT. N/A Queries does not pertain to
this NIT
16 GCC 62 of
153
Cl. 34.9.1
Subject to the conditions laid
down in the tender document,
Adjustments of payments will be
payable only for any delay /
change in scope of work
attributable to the Owner and
further subject to a cumulative
ceiling limit of 20% of the
Contract Price.
It is requested to consider the removal of the
ceiling limit.
No change proposed in the ceiling limit of escalation. JKSPDC conveyed that no
change in ceiling limit is
proposed.
Changes Proposed:-
As under *****
*****Amendment to clause GCC clause 34.9.1 ( 62 of 153)
FOR:-
34.9.1 Subject to the conditions laid down in the tender document, Adjustments of
payments will be payable only for any delay / change in scope of work attributable to
the Owner and further subject to a cumulative ceiling limit of 20% of the Contract Price.
READ:- Clause 34.9.1 Subject to the conditions laid down in
the tender document, Adjustments of payments will be
payable only for any delay / change in scope of work
attributable to the owner and further subject to a
cumulative ceiling limit of 20% of the Contract Price.
The ceiling limit of 20% includes price adjustments
under clause 34.8 GCC (Price adjustment for the
Works ).
17 SCC 74 of
153 Cl. 3.2
The Arbitration shall be governed
under the provisions of J & K
Arbitration & Condition Act
1997.
It is understood that J & K Arbitration &
Conciliation Act 1997.Please confirm.
Topographical error should read as J&K Arbitration
& Conciliation Act-1997.
Changes proposed:- Clause
3.2 of SCC (1st Line) For :-
The Arbitration shall be
governed under the
provisions of J&K
Arbitration & Condition
Act-1997.Read:- The
Arbitration shall be
governed under the
provisions of J&K
Arbitration & Conciliation
Act-1997.
18 Cont. Data
81 of 153
Cl. 3
03 calendar years from the date of
completion.
It is requested consider the reduction in DLP,
since three years is a very long period.
No change proposed in DLP period. JKSPDC conveyed that no
change proposed in DLP.
No Change proposed.
19 Cont. Data
82 of 153
Cl. 14
The site possession dates shall be:
as intimated in by the authorized
representative of the Employer.
It is requested to furnish the details of the site
possession dates.
Possession date shall be intimated by the
representative of Employer after award of Contract.
JKSPDC conveyed that the date
shall be intimated by the
representative of Employer after
award of Contract.
No Change proposed.
20 i) Experience of
having successfully or
substantially completed similar
works during last 7 years ending
last day of month previous to the
one in which applications are
invited should be either of the
following: -
a. Three similar completed works
costing not less than the amount
equal to 40% of the advertised
cost.
OR
b. Two similar completed works
costing not less than the amount
equal to 50% of the advertised
cost.
OR
c. One similar completed work
costing not less than the amount
equal to 80% of the advertised
cost.
i) Experience of having successfully
or substantially completed similar works
(Comprising of super-structure and / or sub-
structure) during last 7 years ending last day of
month previous to the one in which applications
are invited should be either of the following: -
a. Three similar completed works costing not less
than the amount equal to 40% of the advertised
cost.
OR
b. Two similar completed works costing not less
than the amount equal to 50% of the advertised
cost.
OR
c. One similar completed work costing not less
than the amount equal to 80% of the advertised
cost.
To be discussed in Pre-Bid meeting. To be reviewed after taking
views of higher authorities
regarding the proposed changes.
No change proposed for 20
(i)
The works may have been
executed by the Applicant as
prime contractor or as a member
of joint venture or sub-contractor.
As sub-contractor, he should have
acquired the experience of
execution of all major items of
works under the proposed contract.
In case a project has been executed
by a joint venture, weightage
towards experience of the project
would be given to each joint
venture in proportion to their
participation in the joint venture.
The works may have been executed by the
Applicant as prime contractor or as a member of
joint venture or sub-contractor. As sub-
contractor, he should have acquired the
experience of execution of all major items of
works under the proposed contract. In case a
project has been executed by a joint venture,
weightage towards experience of the project
would be given to each joint venture in
proportion to their participation in the joint
venture
Substantially completed work
means those works which are least
90% completed as on the date of
submission (i.e. gross value of
work done up to the last date of
submission is 90% or more of the
original contract price) and
continuing satisfactorily. For
these, a certificate from the
employer shall be submitted along
with the application incorporating
clearly the name of the work.
Contract value, billing amount,
date of commencement of work,
satisfactory performance of the
Contractor and any other relevant
information.
Substantially completed work means those works
which are least 90% completed as on the date of
submission (i.e. gross value of work done up to
the last date of submission is 90% or more of the
original contract price) and continuing
satisfactorily. For these, a certificate from the
employer shall be submitted along with the
application incorporating clearly the name of the
work. Contract value, billing amount, date of
commencement of work, satisfactory
performance of the Contractor and any other
relevant information.
iii) At least launching and erection
of one steel truss type
superstructure of 80m span over
river on higher piers by launching
from one end without any
intermediate supports.
iii) At least launching and erection of one steel
truss type superstructure of 80m 40m span over
river on higher piers by launching from one end
without any intermediate supports.
Changes Proposed:
Part A- ITB SBD-7 of 153
(Cl.4.4.3-iii )
FOR:-
At least launching and
erection of one steel truss
type superstructure of 80m
span over river on higher
piers by launching from one
end without any intermediate
supports.
READ:- At least launching
and erection of one steel
truss type superstructure
over river on higher piers by
launching from one end
without any intermediate
supports.
iv) Foundations of one bridge in
river bed having bouldery or rocky
strata in similar hilly terrain.
iv) Foundations of one bridge in river bed having
bouldery or rocky strata in similar hilly terrain.
Changes Proposed:
Part A- ITB SBD-7 of 153
(Cl.4.4.3-iv )
FOR:- Foundations of one
bridge in river bed having
bouldery or rocky strata in
similar hilly terrain.
READ:-
Foundations of one similar
type of bridge in river bed.
21
1. Time of completion i.e. 18 months should
be from the date of vetting of Design/Drawings
by the Dept. since the job includes investigation
& Design, so at least 3 months shall be given for
Investigation & Design of the bridge.
1. To be discussed in Pre-Bid meeting
The issue was discussed at
length in the Pre-Bid Meeting
wherein the proposed bidders
emphasized that this being an
EPC contract and all
investigations to be conducted
by the Contractor in absence of
any data provided by JKSPDC
which will take tangible time.
Further as the bridge is on
mighty Chenab, at least two lean
seasons (Winter) are required for
completion of the project.
The query of bidders were
deliberated in house and it was
decided that the time of
completion of 18 months was
sufficient.
No Changes Proposed:-
2. Stage payment of sub-structure shall be as:
In this work supply & fixing of bridge bearings is
also included be excluded from sub-structure
part.
.2. To be discussed.
Bidders wanted sub-structure
payments to be delinked from
installation of bearings. JKSPDC
agreed to this.
Changes proposed:-
Contract Date- Schedule-C
(Contract Price Weightages)
A- (A) Steel Bridge (Stage of
Payment) –Sub-Head
abutment/Pier.
FOR:- On completion of
abutments, piers upto the
abutment/pier cap including
supply/fixing of bearings.
READ:- On completion of
abutments, piers upto the
abutment/pier cap.
&
Contract Date- Schedule-C
(Contract Price Weightages)
B- (A) Steel Bridge (Stage of
Payment) –Sub-Head Super
Structure.
C- To Insert:-
Bearing supply/fixing part
of Super Structure payment.
3. Regarding payment of super-structure,
intermediate payment should be allowed in pro
rata basis in case of procurement, fabrication &
erection/launching.
3. Intermediate stage payment for super structure
may be considered on Pro rata Basis in case of part
procurement/fabrication/erection /launching subject
to the approval of Owner Engg.
After deliberations on the issue
JKSPDC agreed for amendments
to the tender document subject to
the condition that minimum
amount of bill is 2% of the
contract amount. Further the
maximum number of bills per
month is restricted to one.
Bidders represented for further
breakup for items of work of
approaches and road work in
schedule – C clause 1.2 para- 2
& 3 for streamlining the
payments after completion of
individual items of work.
JKSPDC agreed to review the
same.
Changes proposed:-
Contract Date- Schedule-C
(Contract Price Weightages)
D- (A) Steel Bridge (Payment
Procedure) – Sub-Head
Super Structure.
E- To insert:- Intermediate
stage payment on Pro rata
Basis in case of part
procurement/fabrication/ere
ction /launching subject to
the approval of Owner
Engineer.
F- To insert: GCC clause
34.7.1 (d) – The number of
bills per month is restricted
to one. Further the bill will
qualify for payment only if
the amount of bill is more
than 2% (two percent) of
the contract amount.
G- To insert:- Clause 1.2
para-2 :=
H- 1. Earthwork upto top of
the sub-grade ------ 2%
I- 2. Granular work (soling in
two layers)
J- 1st Layer 300mm…2%
K- 2nd
Layer 150mm..1.4%
L- To insert:- Clause 1.2
para-3 :=
M- 1. Earthwork upto top of
the sub-grade ------ 2%
N- 2. Granular work (soling in
two layers)
O- 1st Layer 300mm…2%
P- 2nd
Layer 150mm..1%
Q- 3. Drainage …1%
R- 4. Permanent structures.1.6%
4. Moreover procurement place should be
bidder's fabrication yard. Payment on
procurement should be made when the steel for
super-structure is procured at fabrication yard of
the bidder.
4. Subject to the condition that fabrication yard is
approved by the owner's Engg.
T0 insert
Clause 34.4.1 of GCC
Clause 34.4.1 Stage payment
for Procurement component
of Structural Steel can be
made only after its checking
at Fabrication Yard of the
contactor, approved by
owner’s Engineer.
34.4.2
In case of fabrication yard
of the bidder being outside
the project area ,stage
payment on account of
procurement component of
structural steel shall be
made only after EPC
contractor submits bank
guarantee of equal amount
of the stage payment and
same shall be released on
Prorate basis when the
fabricated material is
brought to site of work.
5. Kindly refer the key list of persons to be
deployed at work site since it is bridge work &
confined in specific location, there is no need of 6
site engineers to be engaged at site & also being
turnkey basis job, quantity surveyor is not
permanently required at site.
5. To be discussed in pre-bid meeting.
Bidders emphasized that list of
key persons as per ITB clause
4.4.4 be reviewed. After
discussion JKSPDC agreed for
reducing the number of site
engineers required from 6 to 3.
Changes proposed:-
ITB Clause 4.4.4- Personnel
Capabilities-
FOR:- Srl. No. 2 Site
Engineer – Number-06.
READ:- Srl. No. 2 Site
Engineer – Number-03.
6. List of key plant/equipment to be deployed
at site of work: key plant/equipment are required
as per necessity at site from time to time & there
is no need to demonstrate un-necessary key
plant/equipment which may remain idle at the site
of work.
6. The Contractor should own or should have
assured ownership to the key items of equipment, in
full working order as listed in clause 4.4.5 of ITB.
Bidders emphasized that list of
key plant and equipment as per
ITB Clause 4.4.5 be reviewed
and the minimum numbers
required be linked with as per
the approved methodology of the
contractor/as per site
requirement.
Changes proposed:-
ITB clause 4.4.5 –
Equipment Capabilities-
TO INSERT- Against
minimum number in the
table (in addition to the
numbers mentioned) as per
the approved methodology of
the contractor/as per site
requirement, subject to the
approval of owners
engineers.
Contractor to give an
undertaking about assured
ownership of the equipment
required and its further
deployment at the site of
work
22 The data available with the NIT and bid
Document is not adequate for submission of
realistic Bid. This needs carrying out and
collecting certain details from the site for which
more time is required. Therefore, request you to
kindly extend the pre-bid seek clarification end
date from 27.01.2014 by at least two weeks.
As pre bid date has not been changed, postponement
of bid submission date can be extended by one week
or so after discussing the same in pre-bid meeting.
After discussion on the issue it
was agreed no changes in the bid
submission.
No changes proposed.
23 The combined Bid for construction of Bridge
should be invited included approaches.
The NIT includes the cost of approaches on both
banks of the Chenab.
JKSPDC cleared the issue in
Pre-Bid Meeting.
No changes proposed.
24 ITB Schedule –C (Contract Price Weightages)-
Clause 1.2 – Proportion of contract price for different
stages of contraction of the Steel Bridge.
Srl. No.2 & 3 – Mentions “ including bituminous
surfacing”. Which should be deleted.
Agreed by JKSPDC. Changes Proposed.
ITB Schedule-C (Contract
Price Weightages):- Clause
1.2. Srl. No. 2&3 under
Stage for payment.
FOR:- (Sub-Base, Base,
Shoulder including
bituminous surfacing)
READ:- (Sub-Base, Base,
Shoulder
ADDITIONAL QUIRIES RECEIVED AFTER PREBD MEETING
a) The geotechnical/geophysical investigation data,
river bed profile ,et’c which are required for
preliminary design of bridge sub structure are not
provided in the tender documents and are not
made available to us. We also could not visit the
project site due to present unfavorable weather
conditions and conduct preliminary investigation
for assessment of site conditions, which we plan
to conduct now. Hence we request you to kindly
extend the date of bid submission by at least Six
(6) weeks i.e. up to 11-04-2014 for the above.
This will help us design the bridge structures with
fair accuracy and prepare a competitive EPC bid
for submission.
Bid submission date
proposed to be extended
upto 12.03.2014.
b) As per clause 14.4 of Part A, SEC III, the
maintenance of 2.7 Km of Right Bank Portal road
during construction period is included in the
scope of EPC contractor. Since the area is prone
to landslides and quantum of maintenance
required is not predictable, we request you to
kindly consider the same to be executed on the
day works rate basis or a separate BOQ be
introduced to avoid conservative assessment of
this item.
Same as for s. no. 3 above.