1. No category

1
By Registered Post
By Direct Deposit
TENDER COVER SHEET
(Please refer clause ---25--- in page 15 of the tender)
Southern Railway
Tender Notice No. PGT-OT-12-2012 dt. 13.8.2012
Item No. 5
Name of work: Calicut Section (Way side station)
Rebuilding of Staff Qrs. Type-II – 20 units on age
cum condition basis in lieu of Type – 1 Qrs.
To,
The DIVISIONAL RAILWLAY MANAGER , WORKS
SOUTHERN RAILWAY, PALAKKAD DIVISION
PALAKKAD, Pin 678 002, KERALA.
From,
.. ………………………………………….
…………………………………………….
…………………………………………….
…………………………………………….
Signature of Tenderer/Contractor
2
¤ü×ÖÖ ¸êü»Ö¾Öê/SOUTHERN RAILWAY
¯ÖÖ»ÖŒúÖ›ü ´ÖÓ›ü»Ö/PALAKKAD DIVISION
×Ö×¾Ö¤üÖ ÃÖæ“ÖÖÖ ÃÖÓ /TENDER NOTICE No.PGT/OT/12/ 2012 dt 13-8-2012
Sr. Divisional Engineer/Co-ordination/Palghat invites sealed tenders for the following works .
Sl.
No
Eligibility criteria
for similar nature of
single work
previously executed
(3)
Name of work
(1)
(2)
1
Shoranur-Mangalore Section – Br.No.1274 Dn (Exg. 16 x 45.72 m G) at
km.881/600-882/400 – Provision of Foot path plates for span No. 1 to 12.
Bridge No.144 (Exg. 2 x 6.10m Girder) at Km.49/400-500 between Tuvvur
(H) and Todiyappalam (H) stations – Proposed replacement of existing
girders with precast RCC slabs.
ADEN/SRR sub division – (1).CTR (S) for a length of 2.450 km in Shoranur
yard stabling line with 52kg cl.ll rails & PSC cl.ll sleepers to 1540 Nos/km
including deep screening and recoupment of ballast to standards. (2). TRR
(S) for a length of 1.600 km with 52kg cl.ll rails
loop lines at Pattambi (0.800km) and Pallipuram (0.800km).
(3). Shoranur - Nilambur section. TRR (P) for 1.160 km of exg.52kg (72
UTS) rails with 52kg (90 UTS) rails on Bridge approaches followed with
sharp curve 6 degree on both sides of Br.Nos 87 at km 29.740 - 30.300 and
Br.No.117 at km 38.800 - 39.700 between Angadipuram - Nilambur stations
and (4).Shoranur - Extension of shunting neck by 350m.
(1) Shoranur :- Renewal of damaged sewer line in under ground drainage
system at colony area . (2) Kuttipuram:- Improvements to goods shed
approach road and unloading area
2
3
4
5
6
7
8
9
Calicut section (Way side station) Rebuilding of Staff Qrs. Type-II – 20
units on age cum condition basis in lieu of Type-I Qrs.
Podanur-Shoranur Section - Proposed Overhauling and maintenance of
Lifting Barrier gates.
Shoranur-Feroke Section - Proposed Overhauling and maintenance of
Lifting Barrier gates.
SE/P.way/Kasaragod section – Proposed Manual Deep screening in station
yards. Payyanur Rd 1(km 786/0 – 788/400),Nileshwar Rd.2(Km.806/230 –
807/500), Nileahwar Rd.3 (Km.806/230 – 807/500), Kanhangad Rd.2
(Km.816/0 – 817/0), Kanhangad Rd.3 (Km.816/0 – 817/0), Kotikulam Rd.1
(Km. 829/300 – 830/900), Kasaragod Rd.1 (Km.839/0 – 840/200) and
Kasaragod Rd.2 (Km.839/0 – 840/200).
Calicut – Re building of staff quarters Type-IV – 6 units on age cum
condition basis in lieu of Quarters No.CLT/68, CLT/69A-B, 70, CLT94/A-B
10
Kannur -Re building of staff quarters Type – II- 7 units and Type III 6 units
11
Shoranur – Repairing to flooring of spring testing bay in IOH shed and
Repairing to flooring of Overhauling bay in IOH shed
-
Any Track Work
Any Civil
Engineering work
Any Civil
Engineering work
except track works
-
Any Civil
Engineering work
except track work
Any Civil
Engineering work
except track works
-
Signature of Tenderer/Contractor
3
Details of cash value, EMD, Last date of issue of tender form and date of opening , cost of tender form and
completion period for the above work :Sl
No.
Approximate
Cash value
(Rupees)
Earnest
Money
Deposit
(Rupees)
Last date of
issue
of
tender
forms.
Cost
of
tender
(Rupees)
Completion
Period
In months
(1)
(2)
(3)
(4)
Last date of
receipt
of
tender forms
and date of
opening.
(5)
(6)
(7)
1
2
3
4
19.23.956/25,01,219
56,96,971/81,47,952/-
38,480/50.030/1,13,940/1,62,960/-
17.9.2012
17.9.2012
17.9.2012
17.9.2012
17.9.2012
18.9.2012
18.9.2012
18.9.2012
18.9.2012
2200
3300
5500
5500
Two
Four
Eight
Six
Eight
Twenty four
Twenty four
18.9.2012
18.9.2012
5500
2200
5
1,23,43,666/-
2,11,720/-
6
7
8
9
6,20,350/10,85,590/48,44,300
85,97,470
12,410/21,720/96,890/1,71,950
17.9.2012
17.9.2012
17.9.2012
17.9.2012
17.9.2012
18.9.2012
18.9.2012
18.9.2012
18.9.2012
10
11
1,28,72,347
8,81,506/-
2,14,370
17,630/-
18.9.2012
18.9.2012
5500
2200
2200
3300
5500
Four
Six
Six
Three
The tender form will be issued up to 12.00 hours on the specified date (Col.4). The tender form will be received up to
14.30 hrs. on the date of opening mentioned (Col.5) and the same will be opened at 15.00 hours on the specified dates.
If the date of receipt and opening of tenders happens to be declared as holiday on a later date, the tenders will be
opened on the very next working day.
The cost of tender form (Non refundable) may be paid to the Sr. Divisional Cashier (Pay), Southern Railway, Palghat
Junction or any Station Master of Southern Railway and the cash receipt should accompany the request for issue of
tender forms. An additional amount of Rs.500/- per form over and above that indicated should be remitted towards
registration charges by those who want the tender form by post since the tender document will be sent by Registered
Post only.
The Railway administration will not be responsible for any delay in getting the tender forms by the
tenderers (sent by Regd. Post) due to Postal strike or any other unforeseen reasons.
Price variation clause is applicable for tenders of value more than Rs.50.00 lakhs.
Participation of Joint Venture Firms shall be applicable to the works tenders of value more than Rs.25.00
crores only.
Eligibility criteria for the work costing more than Rs. 50 lakhs.
Experience: Should have physically completed in the last 3 financial years (i.e. current year and three previous
financial years).At least one similar single work for a minimum of 35% of the advertised Tender value.
Turn Over: Total contract amount received during the last three financial years and in the current financial year.
Should be a minimum of 150% of Advertised Tender Value. The tenderers should submit attested certificates from
the employer/client/audited balance sheet duly certified by the Chartered Accountant etc.
Signature of Tenderer/Contractor
4
For the work costing Up to Rs.50 lakhs.
The tenderers who have not carried out any work so far on the Railway should submit along with the tender
credentials to establish :(i) capacity to carry out the works satisfactorily.
(ii) Financial status supported by Bank reference and other documents.
(iii). Certificates duly attested and testimonials regarding contracting experience for the type of job
for which tender is invited with list of works carried out in the past.
The following documents should be submitted along with tender as per enclosed proforma:
a. List of personnel, organization available on hand and proposed to be engaged for the subject
work;
b. List of plant and machinery available on hand (own) and proposed to be inducted (own and hired
to be given separately) for the subject work.
c. List of works completed in the last three financial years giving description of work, organization
for whom executed, approximate value of contract at the time of award, date of award and date of
scheduled completion of work, date of actual start, actual completion and final value of contract
should also be given.
d. List of works on hand indicating description of work, contract value, approximate value of
balance work yet to be done and date of award.
Note: 1) In case of items (c) and (d) above, supportive documents/certificates from the organizations with whom
they worked/are working should be enclosed. The certificate issued minimum at the level of Sr. DEN/DEN for open
line works, Dy. CE for construction organization and Executive Engineer in case of other departments will only be
taken into consideration.
2) Certificates from private individuals for whom such works are executed/being executed will not be accepted.
All documents in support fulfillment of eligibility criteria attested by a Gazetted Officer should be furnished along
with the tender offer and no new document in support of eligibility criteria shall be called for or entertained after
opening of tenders, in this regard.
LSEMD( Lumpsum Earnest Money Deposit) will not be accepted towards EMD (Earnest Money Deposit ) and full
EMD should be remitted along with each tender. All tenderers should necessarily furnish required EMD along with
the tender in favour of Divisional Finance Manager, Southern Railway, Palghat – 678 002 in the form of Pay Orders,
Demand Drafts, Deposit Receipts. These forms of EMD could be either of State Bank of India or any other
nationalized Banks. Tenders received without valid EMD shall be rejected. Details of Tender Notice and
Corrigendum’s issued from time to time along with the eligibility criteria are available at web site. Necessary changes
if required would be available in the web site.
For further details please visit our Web site site http://www. sr. indianrailways .gov. in or
southern railway. gov. in
The tenderer(s) should enclose the cost of tender form along with the tender documents downloaded from the above
website through DD/original cash receipt issued by Sr. Divisional Cashier (Pay)/S.Rly./Palghat. Tenders received with
out the cost of tender form shall be rejected. For other details, terms and conditions, the tenderers are advised to refer
to the tender documents.
-Sd¾Ö׸üš ´ÖÓ›ü»Ö ‡Ó•Öß×ÖµÖ¸üü/ÃÖ/¯ÖÖ»ÖŒúÖ›
Sr. Divisional Engineer /Co-ordination/Palakkad
(For and on behalf of the President of India)
“
(End of Tender Notice and Tender Documents starts from next page)
Signature of Tenderer/Contractor
5
CE 496/GENL (REV 2002)
FORM FOR TENDER REGULATIONS
“The end of this documents is indicated by an End of Document marker” and “downloaded from
Internet website”
PGT-OT - 12 -2012 dt 13 .8.2012 (Item- 5)
Item
Eligibility criteria for similar
No.
Name of work
single work
Previously executed
5
Item
No
5
Calicut section (Way side station) Rebuilding of Staff Qrs.
Type-II – 20 units on age cum condition basis in lieu of Type-I
Qrs.
Any Civil Engineering work except
track works
Approximate
Earnest
Cash
value Money
(Rupees)
Deposit
(Rupees)
Cost of tender Completion
form including Period
tax
In months
(Rupees)
1,23,43,666/-
2,11,720/-
Last date of
issue
of
tender
forms.
Last date of
receipt
of
tender forms
and date of
opening.
17.9.2012
17.9.2012
5500
Eight
All documents in support fulfillment of eligibility criteria attested by a Gazetted Officer should be furnished
along with the tender offer and no new document in support of eligibility criteria shall be called for or
entertained after opening of tenders, in this regard.
SOUTHERN RAILWAY
WORKS CONTRACT
Regulations For Tenders
and Contracts&
Instructions to Tenderers
and
Conditions of Tender
Signature of Tenderer/Contractor
6
CE 496/GENL (REV 2002)
FORM FOR TENDER REGULATIONS
SOUTHERN RAILWAY
WORKS CONTRACT
REGULATIONS FOR TENDERS AND CONTRACTS
AND
INSTRUCTIONS TO TENDERERS AND CONDITIONS OF TENDER
TENDER AGREEMENT FORM
ITEM NO 5 OF TENDER NOTICE NO PGT/OT/12/2012 .….DT 13.08.2012
OF…..CE/……//DRM/W/PGT …….//CE/CN/……………//ENGINEER………………...
1.
Name Of The Tenderer to whom
……………………………………………………………..
the tenderer form is issued:
…………………………………………………………..
(Please indicate details if the documents are downloaded from internet)
2.
Address:
3.
Serial No. Assigned to the Tender Form: ……….
4.
Date of sale:……………….
5.
Signature & Name of the Official
who issued the Form: ……………………………..
…………………………………………………………..
NOTES: (1) Transfer of tender from purchased by one tenderer to another is not permissible.
(2) The tender form is required to be submitted intact together with all documents supplied at the time of
sale, without any pages being removed. Any other documents required to be submitted as per the
conditions shall also be attached. Failure to comply with this requirement will render the tender liable to
be rejected.
(3) This document is the property of southern railway and is issued only for the use of the tendered for
submitting offers and should not ber used in any other form nor be copied or reproduced.
Signature of Tenderer/Contractor
7
SL.
NO.
1.
2.
3.
4.
4.1
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
CE.496/GENL1 (REV 2002)
FORM FOR TENDER REGULATIONS
SOUTHERN RAILWAY
REGULATIONS FOR TENDERS AND CONTRACTS
AND INSTRUCTIONS TO TENDERERS AND CONDITIONS FOR TENDER
CONTENTS
PARA
PAGE
Definitions
Singular or Plural
Interpretation
Tenders
Application for Registration
Tender Forms
Omissions and Discrepancies
Earnest Money
Care in Submission of Tenders
Right of Railway to deal with Tenders
Execution of Contract Documents
Form of Contract Documents
Form of Quotation
Documents of this Tender
Drawing for this Work
Currency for this Work
Earnest Money for this Tender
Right to deal with this Tender
Income-Tax Clearance Certificate
Tenderer’s Credentials
Submission of Tender
Execution of Contract Documents
Partnership deeds, Power of Attorney etc
Employment / Partnership etc. of Retired
Rly. Employees
ANNEXURES:
(i)
Tender Form
(ii)
Form for Schedule of Quantities and
Rates
(iii)
Form for Reporting of Employment
(iv)
Form for Letter of Acceptance
(v)
Form for Zone Agreement
(vi)
Form for Work Order under Zone
Contract
(vii)
Form for Works Contract Agreement
Schedules & Special conditions of tenders
Schedule for quoting rates
Special conditions of tender – (Item
No.34 : Eligibility conditions/criteria)
1
2
3
4.1
4
5
6
7
8
9
10
11
12
13
14
17
18
19
22
23
25
27
28
30
2
3
3
3
3
4
4
4
6
6
6
7
7
7
7
8
8
8
8
9
9
9
9
9
Annexure-I
Annexure-I (A)
11
13
Annexure-I (B)
Annexure-II
Annexure-III
Annexure-III(A)
14
15
16
18
Annexure-IV
20
27
Signature of Tenderer/Contractor
8
CE.496/GENL2 (REV 2002)
FORM FOR REGULATIONS (CONTD)
SOUTHERN RAILWAY
REGULATIONS FOR TENDERS AND CONTRACTS AND INSTRUCTIONS
TO TENDERERS AND CONDITIONS FOR TENDER
(FOR THE GUIDANCE OF ENGINEERS AND CONTRACTORS FOR ENGINEERING WORKS
UNDER WORKS CONTRACTS)
MEANINGOF TERMS
1. Definitions: In these Regulations for Tenders and Contracts, the following terms shall have the
meaning assigned hereunder except where the context otherwise requires:(a) “Railways” shall mean the President of the Republic of India or the Administrative Officers of
the Southern Railway or of the Successor Railway authorized to deal with any matters, which
these presents are concerned on his behalf.
(b) “General Manager” shall mean the Officer in charge for the general superintendence and control
of the Railway and shall also include the General Manager(Construction), Southern Railway and
shall mean and include their successors of the Successor Railway.
(c) “Chief Engineer” shall mean the Officer in charge of the Engineering Department of the
Southern Railway and shall also include the Chief Engineer (Construction), Chief Signal and
Telecommunication Engineer, Chief Signal and Telecommunication Engineer (Construction),
Chief Electrical Engineer (Construction) and shall mean & include their successors of the
Successor Railway.
(d) “Divisional Railway Manager” shall mean the Officer in charge of a Division of the Southern
Railway and shall mean and include the Divisional Railway Manager of the Successor Railway.
Divisional Railway Manager (Works) shall be the Officer in charge of the Engineering
Department on the Division and similar is far S&T, Electrical etc., for the concerned department.
(e) “Engineer” shall mean the Divisional Engineer, Southern Railway or the Executive Engineer,
Southern Railway, and shall mean and include the Divisional Signal and Telecommunication
Engineer, Divisional Signal & Telecommunication Engineer (Construction), Divisional Electrical
Engineer and Divisional Electrical Engineer (Construction) in executive charge of the works and
shall include the superior officers of the Engineering, Signal & Telecommunication, and
Electrical Department of the Southern Railway i.e., the Senior Divisional Engineer/Deputy Chief
Engineer/Chief Engineer, Principal Chief Engineer, Deputy Chief Engineer (Construction)/Chief
Engineer (Construction)/Chief Administrative Officer (Construction), Senior Divisional Signal
and Telecommunication Engineer/Deputy Chief Signal and Telecommunication Engineer/Chief
Signal & Telecommunication Engineer, Deputy Chief Signal & Telecommunication Engineer
(Construction)/Chief Signal & Telecommunication Engineer (Construction), Senior Divisional
Electrical Engineer/Deputy Chief Electrical Engineer/Chief Electrical Engineer, Deputy Chief
Electrical Engineer (Construction)/Chief Electrical Engineer (Construction) and others superior
Officers of the concerned department of the Southern Railway and shall mean and include the
Engineers of the Successor Railway.
(f) “Tender” shall mean the person/the firm/co-operative society or company whether incorporated
or not who tenders for the works with a view to execute the works on contract with the Railway
and shall I include their personal representatives, successors and permitted assigns.
Signature of Tenderer/Contractor
9
(g) “Contractor” shall mean the person/firm/co-operative society or company whether incorporated
or not who enters into the contract with the Railway and shall include their executors,
administrators, successors and permitted assigns.
(h) “Contract” shall mean and include the Agreement or Work Order, the accepted schedule of rates
or the printed Schedule of Rates of the Southern Railway modified by the tender percentage for
items of works quantified or not quantified, the General Conditions of Contract, the Special
Conditions of Contract if any, the drawings, the specifications, the special specifications if any,
schedule of quantities. Manuals and instructions if any and Tender Forms if any, all in complete
known as “Contract Documents”.
(i) “Limited Tenders” shall mean tenders invited from all or some Contractors on the approved or
select list of Contractors with the Railway.
(j) “Open Tenders” shall mean the tenders invited in open and public manner and with adequate
notice and publicity.
(k) “Works” shall mean the works to be executed in accordance with the contract.
(l) “Specifications” shall mean the Southern Railway’s Specifications for Materials and Works,
1969, issued under the authority of the Chief Engineer from time to time or as amplified, added to
or superseded by special specifications if any, appended to the Tender Forms or as modified from
time to time.
(m) “Schedule of Rates of the Southern Railway” shall mean the Southern Railway Engineering
Departments’ Schedule of Rates, 2008 issued under the authority of the Chief Engineer from time
to time or as amplified, added to or superseded from time to time.
(n) “Drawings” shall mean the maps, drawings, plans and tracings or prints thereof annexed to the
Tender Forms.
2. Singular or Plural: Words importing the singular number shall also include the plural and vice versa
where the context requires.
3. Interpretation: These Regulations for Tenders and Contracts shall be read in conjunction with the
General Conditions of Contract which are referred to herein and shall be subject to modifications,
additions or super sessions by special conditions of contract and/or drawings, manuals, specifications
and/or special specifications, if any, annexed to the Tender Forms.
4. Tenders: Works of construction and of supply of material shall be entrusted for execution to
Contractors whose capabilities and financial status have been investigated and approved to the
satisfaction of the Railway. Open tenders shall be called in open and public manner duly giving
adequate publicity and notice. List of approved Contractors shall also be maintained in the Railway.
The said list shall be revised periodically, once in a year or so, by giving wide publicity through
advertisements etc.
4.1 Application for Registration: While seeking registration, a Contractor including a contractor who is
already on the approved list shall apply to the nearest General Manager (Construction), Chief
Administrative Officer (Construction), Chief Engineer and/or Divisional Railway Manager,
furnishing particulars regarding :(o) his position as an independent Contractor specifying the engineering organization available with
details and partners/staff/engineers employed with qualifications and experience ;
Signature of Tenderer/Contractor
10
(p) his capacity to undertake and carry out works satisfactorily as vouched for by a responsible
official or firm, with details about the transport equipments, construction tools and plants etc.,
required for the work, maintained by him ;
(q) his previous experience of works similar to that to be contracted for, in proof of which original
certificates or testimonials may be called for and their genuineness verified if need be, by
reference to the signatories thereof ;
(r) his knowledge from actual personal investigation of the resources of the area/zone or zones in
which he offers to work ;
(s) his ability to supervise the work personally or by competent and duly authorized agents ;
(t) his financial position ‘
(u) authorized copy of the current Income – tax Clearance Certificate.
(v) any other as called for.
15.7)An applicant shall clearly state the categories of works for which and the area/zone/division (s)/
district (s) in which he desires registration in the list of approved Contractors.
15.8)The selection of Contractors for enlistment in the approved list would be done by a committee for
different value slabs as notified by the Railway.
15.9)An annual fee or otherwise as prescribed by the Railway from time to time would be charged
from such approved Contractors to cover the cost of processing of tenders, sending notices to them,
clerkage for tenders etc.
15.10)The list of approved Contractors would be treated as confidential office record.
TENDERS FOR WORKS
5.Tenders Forms : Tender Forms will embody the contents of the Contract Documents either directly
or by reference. Tender Forms shall be issued on payment of the prescribed fees to the appropriate
Contractors on the list of Approved Contractors. Contractors not on the list of Approved Contractors.
Contractors not on the list of Approved Contractors, will, on payment of the prescribed fees, be
furnished with Tender Forms and they shall be required to submit evidence regarding their financial
status, previous experience and ability to execute the works, and an authorized copy of the current
Income-Tax Clearance Certificate without which their tenders will not be considered. All pages of the
Tender Forms, as per specimen form at Annexure I and I (A) and I (B) and all other annexures,
including the ‘Regulations and Instructions’, shall be signed by the Tenderer clearly in acceptance of
the same while submitting the tender. No alterations/ corrections/modifications of the Tender Forms is
admissible. Tenders with such altered/corrected /modified Tender Forms will be rejected by the Chief
Engineer/Chief Engineer (Construction)/Divisional Railway Manager/Engineer. The tender documents
shall be witnessed by two individuals of appropriate stature.
6.
Omissions and Discrepancies : Should a Tenderer find discrepancies in, or omissions from the
drawings or any of the Tender Forms or other Contract Documents or should he be in doubt as to their
meaning, he should at once notify the authority inviting tenders who may send a written instruction to all
Tenderers. It shall be understood that every endeavor has been made to avoid any error which can
materially affect the basis of the tender and the successful Tenderer shall take upon himself and provide
for the risk of any errors, omissions and discrepancies which may subsequently be discovered and shall
make no subsequent claim on account thereof.
Signature of Tenderer/Contractor
11
7.
Earnest Money : .
Value of the work
(Tender Value)
For works estimated to cost upto Rs.1
crore
For works estimated to cost more than
Rs.1 crore
EMD
2% of the estimated cost of the work
Rs.2 lakhs plus ½ % (half percent) of the excess of
estimated cost of work beyond Rs.1 crore subject to a
maximum of Rs.1 crore
The Tenderer shall be required to deposit Earnest Money with the tender for the due performance of the
stipulation to keep the offer open till such date as specified in the tender, under the condition of Tender :(a)
The Earnest Money should be in cash or in any of the following forms :-
(i)
Deposit receipts, pay orders, demand drafts. These forms of Earnest Money could be
either of the State Bank of India or of any of the Nationalised banks. No confirmatory
advice from the Reserve Bank of India will be necessary.
(ii)
(b)
(c)
(d)
Deposit receipt executed by the Scheduled banks (other than the State Bank of India and
the Nationalised Banks) approved by the Reserve Bank of India for this purpose.
It shall be understood that the tender documents have been sold/issued to the Tenderer and the
Tenderer is permitted to tender in consideration of stipulation on his part and that after
submitting his tender he will not resile from his offer or modify the terms and conditions thereof
in a manner not acceptable to the Engineer. Should the Tenderer fail to observe or comply with
the said stipulation, the aforesaid amount shall be liable to be forfeited to the Railway.
If his tender is accepted this Earnest Money mentioned in sub clause (a) above will be retained as
part security for the due and faithful fulfillment of the contract in terms of Clause – 16 of the
General Conditions of Contract. The Earnest Money of other Tenderers shall, save as
hereinbefore provided, be returned to them, but the Railway shall not be responsible for any loss
or depreciation that may happen thereto while in their possession, nor be liable to pay interest
thereon.
The Earnest Money may be accepted in the following forms :(i)
A deposit in cash
(ii)
Government securities at 5% below the market value.
(iii)
Deposit receipts or demand drafts of the Nationalised Bank.
(iv)
A deposit in the Post Office Saving Bank.
(v)
National Savings Certificates.
(vi)
Twelve Year National Defence Certificates
(vii)
Ten Year Defence Deposits.
(viii)
National Defence Bonds
(ix)
(x)
Time Deposit Account, which came into force on 16.3.1970 and notified under
the Ministry of Finance, Notification No. F3 (7) NS/70, dated 28.2.70.
IRFC Bonds.
Note : These certificates/bonds under items (v) to (viii) may be accepted at their surrender value.
Signature of Tenderer/Contractor
12
8.
Care in Submission of Tenders :
(a)
Before submitting a tender, the Tenderer will be deemed to have satisfied himself by
actual inspection of the site and locality of the works, that all conditions liable to be
encountered during the execution of the works are taken into account and that the rates he
enters in the Tender Forms are adequate and all inclusive to accord with the provisions in
Clause-37 of the General Conditions of Contract for the completion of works to the entire
satisfaction of the Engineer.
(b)
When work is tendered for by a firm or company of Contractors, the tender shall be
signed by the individual legally authorized to enter into commitments on their behalf.
(c)
The Railway will not be bound by any power of attorney granted by the Tender or by
changes in the composition of the firm made subsequent to the execution of the contract.
It may, however, recognize such power of attorney and changes after obtaining proper
legal advice, the cost of which will be chargeable to the Contractor.
9. Right of Railway to deal with tenders : The Railway reserves the right of not to invite tenders
for any of the Railway work or works or to invite open or limited tenders and when tenders are
called, to accept a tender in whole or in part or reject any tender or all tenders without assigning
reasons for any such action.
CONTRACT DOCUMENTS
10.
Execution of Contract Documents : The Tenderer whose tender is accepted shall be required to
appear in person at the office of the General Manager/General Manager (Construction)/Chief
Administrative Officer (Construction)/Chief Engineer/Divisional Railway Manager or the
concerned Engineer, as the case may be, or in case of a firm or corporation, a duly authorized
representative shall so appear and execute the Contract Documents within 15 (Fifteen) days after
notice that the contract has been awarded to him and/or on receipt of the letter of acceptance of
the tender, in specimen from at Annexure II. Failure to do so shall constitute a breach of the
agreement effected by the acceptance of the tender in which case the full value of the Earnest
Money accompanying the tender shall stand forfeited without prejudice to any other rights or
remedies available to the Railway.
10.1
In the event of any Tenderer whose tender is accepted refusing to execute the Contract
Documents as hereinbefore provided, the Railway may determine that such Tenderer has
abandoned the contract and there upon his tender and acceptance thereof shall be treated as
cancelled and the Railway shall be entitled to forfeit the full amount of the Earnest Money and
also to recover the damages for such default.
11.
Form of Contract Documents : Every contract shall be complete in respect of the document it
shall so constitute. The Contract Documents shall include all or any of the documents listed in
the definition for “Contract” updated to the date of issue of tender notice for the work. It should
be understood that every endeavor has been made by the Railway to update all the documents
and the Tenderer shall take upon himself and provide for the work of any deficiency or error in
this regard which may subsequently be discovered and shall make no subsequent claims on
account thereof. Not less than 3 (three) copies of the Contract Documents, shall be signed by the
competent authority and the Contractor and one copy given to the Contractor.
(a)
For Zone or Zonal contracts, awarded on the basis of the percentage at par or above or
below the schedule of Rates of the Engineering Department and/or other departments of
the Southern Railway for the whole or part of financial year, the contract agreement
required to be executed by the Tenderer whose tender is accepted shall be as per
Signature of Tenderer/Contractor
13
specimen from at Annexure III or as may be prescribed by the Railway. During the
currency of the Zone contract, Work Orders as per specimen form at Annexure III(A), for
works not exceeding Rs. 2,00,000/- each, or so as specified by the Railway, will be issued
by the Divisional Railway Manager/Engineer under the agreement for the Zone Contract.
(b)
12.
For contracts for specific works, valued at more than Rs. 10,000/-, the contract agreement
required to be executed by the Tender whose tender is accepted shall be as per specimen
form at Annexure IV or so as may be prescribed by the Railway.
Form of Quotation :
(a)
The tender shall be submitted in the prescribed form annexed hereto at Annexure I, I(A),
I(B) and other relevant annexures, quoting a percentage above or below or at par the rates
shown in the printed SRUSSOR - 2011, of the Engineering Department of the Southern
Railway, as corrected by and upto Correction Slip No…………. and lump sum rates for
the items given in other Schedule in the tender. The quotations will be subject to the
general and special instructions contained in the SRUSSOR - 2011 and the other
documents of the Contract Documents to which the ‘Tenderers’ special attention is
drawn. The percentage and rates quoted must be clearly written in figures and words and
the percentage quoted shall apply to all items in all the Chapters of the SRUSSOR 2011. The percentage/rates quoted must be firm, precise and unconditional.
(b)
If any item is excluded by the Tenderer while submitting his tender, the Engineer may
reject the tender.
INSTRUCTIONS TO TENDERERS AND CONDITIONS OF TENDER
10.
The following documents form part of this Tender/Contract :
(a) Tender Forms and Schedule of approximate quantities (including all
annexure) (enclosed)
(b) Special Conditions / Specifications and Special Specifications (enclosed)
(c ) Printed General Conditions of Contract and Specifications for Materials and Works, 1969 of
the Southern Railway, as amended/corrected upto Correction Slips upto-date, copies of which
can be seen in the Office of the Engineer / Chief Engineer (Construction) or obtained from the
office of the Chief Engineer (Construction)/Divisional Railway Manager/…………………………..
of Southern Railway …………………………… on payment of Rs. ………………………… & Rs.
……………………………… per copy respectively.
14.
15.
(d) Printed SRUSSOR - 2011, as amended/corrected upto Correction Slips upto-date, copies of
which can
be seen/obtained in/from the office of the above on payment of Rs.
……………………………. per copy.
(e) All general and detailed drawings pertaining to the work which will be issued by the Engineer
or his representatives (from time to time) with all changes and modifications.
Drawings for this work : The Drawings for the work can be seen in the office of the Chief
Engineer / Chief Engineer (Construction)/Divisional Railway Manager/Engineer at any time
during the office hours. The drawings are only for the guidance of Tenderer. Detailed working
drawings (if required), based generally on the drawings mentioned above, will be given by the
Engineer or his representative from time to time.
The Tenderer shall quote his rates as a percentage above or below or at par the Schedule of Rates,
2008 of the Southern Railway as applicable to Sr. DEN/DEN/Central………….. of
…PGT………………… Division except where he is required to quote item rates./lump sum rates
and must tender for all the items shown in the schedule of approximate quantities attached. The
quantities shown in the attached schedule are given as a guide and are approximate only and are
Signature of Tenderer/Contractor
14
16.
17.
18.
19.
20.
11.
22.
23.
subject to variation according to the needs of Railway. The Railway does not also guarantee work
under each item of the schedule.
Tenders containing erasures and/or alterations of the tender documents are liable to be rejected.
Any correction made by Tenderer in his entries must be attested by him.
Currency for the work : The works are required to be completed within a period of Eight
months from the date of issue of the acceptance letter.
Earnest Money for this Tender :
(a)
The tender must be accompanied by a sum of Rs.2,11,720/--…………. as Earnest oney
deposited in cash or in any of the forms as mentioned hereinbefore, failing which the
tender will not be considered.
(b)
The Tenderer shall keep the offer open for a minimum period of 90…… days from the
date of opening of the tender. it is understood that the tender documents has been
sold/issued to the Tenderer and the Tenderer is permitted to tender in consideration of the
stipulation on his part that after submitting his tender subject to the period being extended
further if required by mutual agreement from time to time, he will not resile from his
offer or modify the terms and conditions thereof in a manner not acceptable to the
Engineer/Railway. Should the Tenderer fail to observe or comply with the foregoing
stipulation, the amount deposited as Earnest Money, for the due performance of the
above stipulation, shall be forfeited to the Railway.
(c)
If the tender is accepted, the amount of Earnest Money will be retained and adjusted as
Security Deposit for the due and faithful fulfillment of the contract. This amount of
Security Deposit shall be forfeited if the Tenderer/Contractor fail to execute the
Agreement Bond within 15 days after receipt of notice issued by the Railway that such
documents are ready or to commence the work within 15 days after receipt of the orders
to that effect.
(d)
The Earnest Money of the unsuccessful Tenderer(s) will, save as hereinbefore provided,
be returned to the unsuccessful Tenderer(s) within a reasonable time but the Railway
shall not be responsible for any loss or depreciation that may happen to the Security for
the due performance of the stipulation to keep the offer open for the period specified in
the tender documents or to the Earnest Money while in their possession nor be liable to
pay interest thereon.
Right of the Railway to deal with this Tender : The authority for the acceptance of the tender
will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest
tender or any other tender and no Tenderer shall demand any explanation for the cause of
rejection of his tender nor the Railway undertaker to assign reasons for declining to consider or
reject any particular tender or tenders.
If the Tenderer deliberately gives wrong information in his tender or creates circumstances for the
acceptance of his tender, the Railway reserves the right to reject such tender at any stage.
If the Tenderer expires after the submission of his tender or after the acceptance of his tender, the
Railway shall deem such tender as cancelled. If a partner of a firm expires after the submission
of their tender or after the acceptance of their tender, the Railway shall deem such tender as
cancelled, unless the firm retains its character.
Income-Tax Clearance Certificate : The Tenderer is required to produce along with his tender an
authorized copy of the Income-Tax Clearance Certificate or a sworn affidavit duly countersigned
by the Income-Tax Officer to the effect that he has no taxable income.
Tenderer’s Credentials : Documents testifying the Tenderer’s previous experience and financial
status should be produced along with the tender or when desired by the competent authority of the
Railway.
Signature of Tenderer/Contractor
15
24.
Tenderer who has not carried out any work so far on the Railway and who is not borne on the
approved list of the Contractors of the Southern Railway should submit along with his tender
credentials to establish :(i)
His capacity to carry out the works satisfactorily.
(ii)
His financial status supported by Bank reference and other documents.
(iii) Certificates duly attested and testimonials regarding contracting experience for the type
of job for which tender is invited with list of works carried out in the past.
25.
Submission of Tender : Tender must be enclosed in a sealed cover, superscribed “Tender
Notice No. PGT/OT/12/2012 Item No. 5 ” Name of Work - Calicut Section (Way side
station) Rebuilding of Staff Qrs. Type-II – 20 units on age cum condition basis
in lieu of Type – 1 Qrs.
and must be sent by registered post to the address of the Chief Engineer/ Chief Engineer (Construction) /
Divisional
Railway
Manager
/W/PGT………………/……………………………./Engineer/………………….. Southern Railway so as
to reach his office not later than 14.30 hours on
17.09.2012…………….. or deposited in the special box allotted for the purpose in the office of the Chief
Engineer/Chief
Engineer
(Construction)
/
Divisional
Railway
Manager/W/PGT
…………../…………………. Engineer/…………………. Southern Railway. This special box will be
sealed at 14.30 … … hours on 17.09.2012 The tender will be opened at ……15.00 ……….. hours on
the same day. The tender papers will not be sold after ……12.00…. hours on 17. 09.2012
Tenderers may paste the “Tender Cover Sheet”, printed along with this tender to
fulfill super scribing requirements as specified in this clause.
26. Execution of Contract Documents : The successful Tenderer shall be required to execute an
agreement with the President of India acting through the Chief Engineer/Chief Engineer
(Construction) / Divisional Railway Manager / W/PGT ………………. /Engineer/……………
Southern Railway for carrying out the work according to the Contract Documents.
27. Partnership deeds, Power of Attorney etc. : The tenderer shall clearly specify whether the
tender is submitted on his own or on behalf of a Partnership concern. If the tender is submitted
on behalf of a Partnership Concern, he should submit the certified copy of partnership deed along
with the tender and authorization to sign the tender documents on behalf of Partnership Concern.
If these documents are not enclosed along with tender documents, the tender will be treated as
having been submitted by individual signing the tender documents. The Railway will not be
bound by any power of attorney granted by the Tenderer or by changes in the composition of the
firm made subsequent to the execution of the contract. It may, however, recognize such power of
attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to
the Contractor.
28.
The Tender, whether sole Proprietor, a Limited Company or a Partnership Concern, if they
want to act through an agent or individual partner, should submit along with the tender or at a later stage,
a power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the
specific person whether he be partner of the firm or any other person specifically authorizing him to
submit the tender, sign the agreement, receive money, witness measurements, sign measurement books,
compromise, settle, relinquish any claim(s) preferred by the firm and sign the “No Claim Certificate”
and refer all or any disputes to arbitration.
Signature of Tenderer/Contractor
16
29.Employment/Partnership, etc., of Retired Railway Employees :
(a)
Should a Tenderer be a retired engineer of the Gazetted rank or any other Gazetted Officer
working before his retirement, whether in the executive or administrative capacity, or whether
holding a pensionable post or not, in any department of any of the Railways owned and
administered by the President of India for the time being, or should a Tenderer being a Partnership
Concern have as one of its partners a retired engineer or retired Gazetted Officer as aforesaid, or
should a Tenderer being an incorporated Company have any such retired Engineer or retired
Engineer or retired Officer as one of its Directors, or should a Tender have in his employment any
retired
Engineer or retired Officer as aforesaid, the full information as to the date of retirement of such
Engineer or Gazetted Officer from the said service and in case where such Engineer or Officer had
not retired from the Government service at least 2 years prior to the date of submission of the
tender as to whether permission for taking such contract, or if the Contractor be a partnership firm
or an incorporated Company, to become a partner or Director as the case may be, or to take the
employment under the Contractor, has been obtained by the Tenderer or the Engineer or Officer,
as the case may be, from the President of India or any Office, duly authorized by him in this
behalf, shall be clearly stated in writing at the time of submitting the tender. Tenders without the
information above referred to or without a statement to the effect that no such retired Engineer or
retired Gazetted Officer is associated with the Tenderer as the case may be, shall be rejected.
(b)
Should a tenderer or Contractor being an individual on the list of approved Contractors,
have a relative(s) or in the case of Partnership Concern or Company of Contractors one
or more of his shareholder(s) or a relative(s) of the shareholder(s) employed in Gazetted
capacity in any department of any of the Railways, the authority inviting tenders shall be
informed of the fact at the time of submission of tender, failing which the tender may be
disqualified/rejected or if such fact subsequently comes to light, the contract may be
rescinded in accordance with the provision in clause 62 of the General Conditions of
Contract.
Non-compliance with any of the conditions set forth hereinabove is liable to result in the
tender being rejected.
(…………………………………..)
Signature of the Tenderer(s)
Name :
Address :
30.
Place :
Date :
Signature, name and addresses of the witnesses to the signature of the Tenderer(s) :
1.
2.
Signature of Tenderer/Contractor
17
ÃÖß.‡Ô/CE496/™üß ‹±ú TF(¸êü¾Ö REV2002)
×Ö×¾Ö¤üÖ ¯ÖÏßÖãŸÖ ú¸üÖê êú ×»Ö‹ ±úÖ´ÖÔ/FORM FOR SUBMISSION OF TENDER
ˆ¯Ö²ÖÓ¬Ö/Annexure-I
¤ü×ÖÖ ¸êü»Ö¾Öê/ SOUTHERN RAILWAY
×Ö×¾Ö¤üÖ ±úÖ´ÖÔ/ TENDER FORM
ÃÖÓ¤ü³ÖÔ ÃÖÓ.REF No./פüÖÖӍú/DATE………………………..
ÃÖê¾ÖÖ ´Öë/TO
³ÖÖ¸üŸÖ êú ¸üÖ™Òü¯ÖןÖ/THE PRESIDENT OF INDIA,
«üÖ¸üÖ úÖµÖÔ ú¸ü ¸üÆêü Acting through the
´ÖãµÖ ‡Ó•Öß×ÖµÖ¸ü/´ÖÓ›ü»Ö ¸êü»Ö ¯ÖϲÖӬ֍ú/
/´ÖãµÖ ‡Ó•Öß×ÖµÖ¸ü(ÃÖ×®Ö´ÖÖԝÖ)
Chief Engineer/Divisional Railway Manager/Chief Engineer(Construction)/
ˆ¯Ö ´ÖãµÖ ‡Ó•Öß×ÖµÖ¸ü(ÃÖ×®Ö´ÖÖԝÖ)/________¤ü×ÖÖ ¸êü»Ö¾Öê/__________
Dy.Chief Engineer(Construction)/________ Southern Railway/__________
úÖµÖÔ úÖ ÖÖ´Ö /Name of work…
Calicut Section (Way side station) Rebuilding of Staff
Qrs. Type-II – 20 units on age cum condition basis in lieu of Type – 1 Qrs.
.....Ö×¾Ö¤üÖ ÖÖê×™üÃÖ ÃÖÓ./Tender Notice No.… PGT/OT/12/2012 ´Ö¤ü ÃÖÓ/ Item No…5
1. ´ÖïÖê/Æü´ÖÖê, ____________________ ‡ÃÖÃÖê ÃÖÓ»ÖÖ ×Ö×¾Ö¤üÖ úß ×¾Ö×³Ö®Ö ¿ÖŸÖÖí úÖê ¯ÖœÍü ×»ÖµÖÖ Æîü †Öî¸ü ´Öï/Æü´Ö ˆŒŸÖ ¿ÖŸÖÖí úÖ ¯ÖÖ»ÖÖ ú¸üÖê êú
×»Ö‹ ÃÖÆü´ÖŸÖ ÆæÑü / Æïü … ´ÖïÖê/Æü´ÖÖê ÃÖÓ×¾Ö¤üÖ ¤üßÖÖ¾Öê•ÖÖë (µÖÖÖß ÃÖÓ×¾Ö¤üÖ úß ÃÖÖ´ÖÖµÖ ¿ÖŸÖí, ×¾Ö¿ÖêÂÖ ¿ÖŸÖí ¾Ö ×¾Ö×ÖÙ¤üÛ™üµÖÖÑ, ×¾Ö¿ÖêÂÖ ×¾Ö×ÖÙ¤üÛ™üµÖÖÑ ‹¾ÖÓ
¤ü×ÖÖ ¸êü»Ö¾Öê úß ÃÖÖ´ÖאÖϵÖÖÑ ¾Ö ÃÖӍú´ÖÔ, 1969 êú ×»Ö‹ ×¾Ö×ÖÙ¤üÛ™üµÖÖÑ ŸÖ£ÖÖ ¤ü×ÖÖ ¸êü»Ö¾Öê úß ¤ü¸ü †ÖãÃÖæ“Öß, 2008 ŸÖ£ÖÖ ×Ö×¾Ö¤üÖ êú ÃÖÖ£Ö
ÃÖÓ»ÖÖ ÃÖ³Öß †µÖ ¤üßÖÖ¾Öê•Ö) úÖ †¾Ö»ÖÖêúÖ ×úµÖÖ Æîü ŸÖ£ÖÖ ´Öã—Öê/Æü´Öë ¯ÖæÖÔ ºþ¯Ö ÃÖê ´ÖÖ»Öæ´Ö Æîü ׍ú ¯Öæ¾ÖÖìŒŸÖ ÃÖÓ¯ÖæÖÔ ÃÖÓ×¾Ö¤üÖ ¤üßÖÖ¾Öê•ÖÖë êú †¬ÖßÖ
†Ö¸ü ´Öê¸üß/ Æü´ÖÖ¸üß ×Ö×¾Ö¤üÖ Ã¾ÖߍéúŸÖ ÆüÖêŸÖß Æîü ŸÖÖê
´Öã—Öê/Æü´Öë ÃÖÓ×¾Ö¤üÖ ×Ö¯ÖÖפüŸÖ ú¸üÖÖ Æîü …
´Öï / Æü´Ö _________ ´ÖÓ›ü»Ö êú ________ ³ÖÖÖ êú ¾Ö׸üšü ´ÖÓ‡Ó•Öß/´ÖÓ‡Ó•Öß/___________/______ êú ¤ü×ÖÖ ¸êü»Ö¾Öê êú ´ÖãצüŸÖ ¤ü¸ü
†ÖãÃÖæ“Öß, 2008 ´Öë ¤ü¿ÖÖÔ‡Ô Ö‡Ô ¤ü¸üÖë ¯Ö¸ü úÖµÖÔ ______ êú ÃÖӍú´ÖÖí úÖê ú¸üÖê êú ×»Ö‹ ŸÖîµÖÖ¸ü ÆæÑü/Æïü •ÖÖê ¿Öãרü ¯Ö“Öá ÃÖÓ. ______ פüÖÖӍú
______ «üÖ¸üÖ ‹¾ÖÓ ŸÖú ÃÖ´ÖŸÖ㻵Ö/†×¬Öú/ú´Ö _________ ¯ÖÏ×ŸÖ¿ÖŸÖ ŸÖú †ÖãÃÖæ“Öß 'ú' êú ÃÖÓ²Ö¬Ö ´Öë (¤ü¸ü †ÖãÃÖæ“Öß 2008 ´Öë ¤üß Ö‡Ô ´Ö¤ëü)
†Öî¸ü ´Öê¸êü/Æü´ÖÖ¸êü «üÖ¸üÖ úÖê™ü úß Ö‡Ô ¤ü¸ëü †ÖãÃÖæ“Öß _____(¤ü¸ü †ÖãÃÖæ“Öß 2008 ´Öë Ö ¤üß Ö‡Ô ´Ö¤ëü) êú ÃÖÓ²Ö¬Ö ´Öë †Öî¸ü †ÖãÃÖæ“Öß ____ ´Öë ¤üß Ö‡Ô
´Ö¤üÖë êú ×»Ö‹ ‹ú ´Öã¿ŸÖ ¤ü¸ëü †Öî¸ü þÖߍéú×ŸÖ úÖ ¯Ö¡Ö •ÖÖ¸üß ú¸üÖê úß ŸÖÖ¸üßÖ ÃÖê ________ ´ÖÆüßÖÖë êú ³Öߟָü úÖµÖÔ úÖê Æü¸ü ¯ÖύúÖ¸ü ÃÖê ¯Öæ¸üÖ
ú¸üÖê êú ×»Ö‹ þֵÖÓ úÖê †Ö²Ö¨ü ú¸üŸÖÖ ÆæÑü/ú¸üŸÖê Æïü …
I/We,……………………………………………………………………….have read the conditions of
tender attached hereto and agree to abide by said conditions. I/We have perused the
Contract Documents (i.e. the General Conditions of Contract, Special Conditions and
Specifications, special specifications and the Specifications for Materials and Works,
1969 of the Southern Railway and the SRUSSOR - 2011, of the Southern Railway and
all other documents attached to the tender) and that I/We am/are fully aware that
I/We will have to perform the contract if my/our tender is accepted subject to the
Contract Documents complete aforesaid. I / We offer to do the works of the work ---
Calicut Section (Way side station) Rebuilding of Staff Qrs. Type-II
– 20 units on age cum condition basis in lieu of Type – 1 Qrs.
.... at the rates shown in the printed SRUSSOR - 2011, of Southern Railway of the
Senior DEN/DEN/ _______________ portion of __________ division as corrected by
and upto correction slip no. __at par/enhanced/diminished by _________ per cent in
respect of Schedule ‘A’ (items covered by the SRUSSOR - 2011) and at the rates
quoted by me/us in respect of Schedules ________(items not covered by the
SRUSSOR - 2011) and lump sum rates for the items given in Schedule ________ and
hereby bind myself/ourselves to complete the work in __Eight__ months from the
date of issue of the letter of acceptance.
Signature of Tenderer/Contractor
18
2. ×Ö×¾Ö¤üÖ ÖÖê»ÖÖê úß ×ÖµÖŸÖ ŸÖÖ¸üßÖ ÃÖê _________ פüÖÖë úß †¾Ö×¬Ö êú ×»Ö‹ ´Öï/Æü´Ö þÖߍéú×ŸÖ êú ×»Ö‹ ‡ÃÖ ×Ö×¾Ö¤üÖ úÖê ÖÖê»Ö ¸üÖÖê êú ×»Ö‹
ÃÖÆü´ÖŸÖ ÆæÑü / Æïü †Öî¸ü ŸÖŸÃÖÓ²Ö¬Öß “Öæú êú ×»Ö‹ ´Öê¸üß/Æü´ÖÖ¸üß "²ÖµÖÖÖÖ ¸üÖ׿Ö" ÃÖ´Ö¯ÖÇüŸÖ úß •ÖÖ‹Öß …
I/We also agree to keep this tender open for acceptance for a period of________
days from the date fixed for opening the same and in default thereof I/We will be liable
for forfeiture of my/our ‘Earnest Money’.
3. ____________ ¹ý úß ¸üÖ×¿Ö ²ÖµÖÖÖÖ ¸üÖ×¿Ö êú ºþ¯Ö ´Öë ‡Ã֍êú ÃÖÖ£Ö ³Öê•Öß •ÖÖ ¸üÆüß Æîü … ²ÖµÖÖÖÖ ¸üÖ×¿Ö úÖ ¯Öæ¸üÖ ´Öæ»µÖ ×úÃÖß †µÖ †×¬ÖúÖ¸ü µÖÖ
ˆ¯Ö“ÖÖ¸ü ¯Ö¸ü ¯ÖÏן֍æú»Ö ¯ÖϳÖÖ¾Ö ›üÖ»Öê ײÖÖÖ ÃÖ´Ö¯ÖÇüŸÖ ú¸ü ×»ÖµÖÖ •ÖÖ‹ÖÖ, µÖפü ´Öê¸üß/Æü´ÖÖ¸üß ×Ö×¾Ö¤üÖ Ã¾ÖߍúÖ¸ü ú¸ü »Öß •ÖÖŸÖß Æîü †Öî¸ü µÖפü
üA sum of Rs.2,11,720/- is herewith forwarded as Earnest Money. The full value of the
Earnest Money shall stand forfeited without prejudice to any other right or remedies
available to the Railway in case my/our tender is accepted and if:
A.
´Öï / Æü´Ö ¸êü»Ö «üÖ¸üÖ µÖÆü ÃÖæ“ÖÖÖ ×ú ÃÖÓ×¾Ö¤üÖ ¤üßÖÖ¾Öê•Ö ŸÖîµÖÖ¸ü Æîü, ¯ÖÏÖ¯ŸÖ ÆüÖêÖê êú ¯Ö¿“ÖÖŸÖË ÃÖÖŸÖ ×¤üÖ êú ³Öߟָü ÃÖÓ×¾Ö¤üÖ ¤üßÖÖ¾Öê•Ö ×Ö¯ÖÖפüŸÖ ÖÆüà ú¸üŸÖÖ
ÆæÑü / ú¸üŸÖê Æïü †Öî¸ü
We do not execute the Contract Documents within seven days after receipt of notice
issued by the Railway that such documents are ready, or
B.
´Öï / Æü´Ö úÖµÖÔ ¯ÖÏÖ¸Óü³Ö ú¸üÖê êú †Ö¤êü¿ÖÖë úß ¯ÖÏÖÛ¯ŸÖ êú ¯Ö¿“ÖÖŸÖË ¯ÖÓ¦üÆü פüÖ êú ³Öߟָü úÖµÖÔ ¯ÖÏÖ¸Óü³Ö ÖÆüà ú¸üŸÖÖ ÆæÑü / ú¸üŸÖê Æïü …
We do not commence the work within fifteen days after receipt of orders to that effect.
4. •Ö²Ö ŸÖú †Öî¯Ö“ÖÖ׸üú ºþ¯Ö ÃÖê ú¸üÖ¸ü ŸÖîµÖÖ¸ü †Öî¸ü ×Ö¯ÖÖפüŸÖ ÖÆüà ú¸ü ×»ÖµÖÖ •ÖÖŸÖÖ ŸÖ²Ö ŸÖú ‡ÃÖ ×Ö×¾Ö¤üÖ úß Ã¾Öߍéú×ŸÖ Æü´ÖÖ¸êü ²Öß“Ö ‹ú †Ö²Ö¨üú¸ü
ÃÖÓ×¾Ö¤üÖ ˆÖ ˆ¯ÖÖÓŸÖ¸üÖÖë êú †¬ÖßÖ ¸üÆüŸÖê Æãü‹ ²ÖÖß ¸üÆêüÖß •ÖÖê Æü´ÖÖ¸êü ²Öß“Ö ¯ÖÖ¸üïÖ׸üú ÃÖÆü´Ö×ŸÖ ÃÖê ÆüÖê ŸÖ£ÖÖ ‡ÃÖ úÖµÖÔ êú ×»Ö‹ ´Öê¸êü/ Æü´ÖÖ¸êü ¯ÖÏßÖÖ¾Ö
ÃÖÓ²Ö¬Öß Ã¾Öߍéú×ŸÖ ¯Ö¡Ö ´Öë ¤ü¿ÖÖÔ‡Ô Ö‡Ô ÆüÖê … I/We agree that until a formal agreement is prepared and
executed, acceptance of this tender shall constitute a binding contract between us
subject to modifications as may be mutually agreed to between us and indicated in
the letter of acceptance of my/our offer for this work.
5. ´Öï/ Æü´Ö ‡Ã֍êú ×»Ö‹ ³Öß ¾Ö“ÖÖ²Ö¨ü ÆæÑü/ Æïü ׍ú ˆŒŸÖ †Ö¸êüÖ, ×¾Ö×ÖÙ¤üÛ™üµÖÖÑ ‹¾ÖÓ ÃÖÓ×¾Ö¤üÖ úß ¿ÖŸÖÖí êú †ÖãÃÖÖ¸ü úÖµÖÔ úÖê ú¸ëü ŸÖ£ÖÖ ‹êÃÖß ÃÖÖ´ÖאÖϵÖÖë
(¸êü»Ö¾Öê «üÖ¸üÖ †Ö¯ÖæÙŸÖ úß Ö‡Ô ÃÖÖ´ÖאÖϵÖÖë ÃÖê ‡ŸÖ¸ü) êú ×»Ö‹ †Öî¸ü ‡Ó•Öß×ÖµÖ¸ü úß ¸üÖµÖ ´Öë †Ö¾Ö¿µÖú µÖÖ ŸÖŸÃÖÓ²Ö¬Öß ×Ö´ÖÖԝÖ, ÃÖ´ÖÖÛ¯ŸÖ †Öî¸ü †Öã¸üÖÖ êú
×»Ö‹ ¯ÖÏÖÃÖÓא֍ú ÃÖ³Öß ‹êÃÖê úÖµÖÖí úÖê ú¸üêÓ †Öî¸ü ˆŒŸÖ ÃÖӍú´ÖÔ úÖê ÃÖ³Öß ¯ÖύúÖ¸ü ÃÖê ¯Öæ¸üÖ ú¸üÖê †Öî¸ü ×Ö¬ÖÖÔ׸üŸÖ †¾Ö×¬Ö êú ³Öߟָü †Ö¯ÖúÖê µÖÖ †Ö¯Öêú
¯ÖÏןÖ×Ö׬Ö/¯ÖÏןÖ×Ö׬ֵÖÖë úÖê ÃÖÖï¯Öë †Öî¸ü ÃÖÓ×¾Ö¤üÖ úß ¿ÖŸÖÖí ´Öë פü‹ †ÖãÃÖÖ¸ü ÃÖӍú´ÖÔ úÖê ˆÃÖ †¾Ö×¬Ö êú ×»Ö‹ ²ÖÖÖ‹ ¸üÖë … I/We also
undertake to carry out the work in accordance with the said plans, specifications and
conditions of contract, and to find and provide such of the materials (other than those
to be supplied by the Railway) for, and to do all such things which in the opinion of the
Divisional Engineer may be necessary for, or incidental to the construction,
completion and maintenance thereof and to complete the whole of the said works in
all respects, and hand them over to you or your representative(s) within the period
specified, and to maintain the same for the period and in the manner provided in the
conditions of contract.
…………………………………………………………
(×Ö×¾Ö¤ü֍úÖ¸ü/×Ö×¾Ö¤ü֍úÖ¸üÖë êú ÆüßÖցָü/SIGNATURE OF THE TENDERERS)
ãÖÖÖ/ PLACE:
ÖÖ´Ö /NAME:
פüÖÖӍú/ DATE:
¯ÖŸÖÖ /ADDRESS:
×Ö×¾Ö¤ü֍úÖ¸ü / ×Ö×¾Ö¤ü֍úÖ¸üÖë êú ÆüßÖցָü êú ×»Ö‹ ÃÖÖֵׁÖÖë êú ÆüßÖցָü ¾Ö ¯ÖŸÖÖ
SIGNATURE & ADDRESS OF WITNESS TO THE SIGNATURE OF THE TENDERER(S)
1.
ÃÖÖֵׁÖÖÑ /Witnesses:
ÆüßÖցָü/Signature:……………… פüÖÖӍú/ Date……….. ÖÖ´Ö/ Name……………… ¯ÖŸÖÖ/Address…………
2.
ÆüßÖցָü/Signature:……………… פüÖÖӍú/ Date……….. ÖÖ´Ö/ Name…………… ¯ÖŸÖÖ/Address…………
Signature of Tenderer/Contractor
19
ÃÖß.‡Ô.CE496/ ™üß‹±ú‹ÃÖ›üß‹»ÖTFSDL (¸êü¾Ö REV2002)
×Ö×¾Ö¤üÖ †ÖãÃÖæ“Öß êú ×»Ö‹ ±úÖ´ÖÔ/ FORM FOR TENDER SCHEDULE
ˆ¯Ö²ÖÓ¬Ö -1 ‹/Annexure-IA
¤ü×ÖÖ ¸êü»Ö¾Öê / SOUTHERN RAILWAY
úÖµÖÔ úÖ ÖÖ´Ö/Name of work :
ÖÖê×™üÃÖ ÃÖÓ./Tender Notice No.
×Ö×¾Ö¤üÖ
´Ö¤ü ÃÖÓ./Item No.
¤ü¸üÖë †Öî¸ü ´ÖÖ¡ÖÖ†Öë úß †ÖãÃÖæ“Öß êú ×»Ö‹ ±úÖ´ÖÔ
FORM FOR SCHEDULE OF QUANTITIES AND RATES
Îú.ÃÖÓ ´Ö¤ü ÃÖÓ
S.No. tem No
1
2
úÖµÖÔ úß ´Ö¤ü úÖ
×¾Ö¾Ö¸üÖ
Description of
item of work
3
†Öã´ÖÖ×ÖŸÖ ´ÖÖ¡ÖÖ
Approximate
Quantity
µÖæ×Ö™ü
Unit
4
5
¤ü¸ëü †ÓúÖë †Öî¸ü ¿Ö²¤üÖë
´Öë
Rates in
Figures and in
Words
¹ý/Rs ¯ÖîÃÖê/P
6
¸üú´Ö †ÓúÖë †Öî¸ü
¿Ö²¤üÖë ´Öë
Amount in
figures and in
words
¹ý/Rs
¯ÖîÃÖê/P
7
´Öï/Æü´Ö _____________________ ¤ü×ÖÖ ¸êü»Ö¾Öê úß ¤ü¸ü †ÖãÃÖæ“Öß, 2008(µÖ£ÖÖ ÃÖÓ¿ÖÖê׬֟Ö/†ªµÖŸÖÖ ×úµÖÖ Æãü†Ö) êú ÃÖ´ÖŸÖã»µÖ µÖÖ †×¬Öú/ú´Ö __________________
¯ÖÏ×ŸÖ¿ÖŸÖ ´Öë ¾Ö´ÖÓ‡Ó•Öß __________ ´ÖÓ›ü»Ö êú ´ÖÓ‡Ó•Öß êú ×»Ö‹ »Ö֐Öæ µÖÖ ‰ú¯Ö¸ü ¯ÖÏŸµÖêú ´Ö¤ü êú ×»Ö‹ úÖê™ü úß Ö‡Ô ¤ü¸üÖë ¯Ö¸ü úÖµÖÔ ú¸üÖê êú ×»Ö‹ ¾Ö“ÖÖ²Ö¨ü ÆæÑü/Æïü …
I/We undertake to do the work at ______________ % above/below or at par the Schedule of Rates,2008, of the Southern
Railway(as corrected/amended by up-to-date) as applicable to Sr.DEN/DEN/______ Division or at the rates quoted above for each
item.
ãÖÖÖ/Place:
………………………………………………..
ŸÖÖ¸üߏÖ/Date:
×Ö×¾Ö¤ü֍úÖ¸ü/×Ö×¾Ö¤ü֍úÖ¸üÖë êú ÆüßÖցָü Signature of the tenderer(s)
×™ü¯¯ÖםֵÖÖÑ/ Notes: 1. ˆ¯ÖµÖãÔŒŸÖ †ÖãÃÖæ“Öß ´Öë ¤ü¿ÖÖÔ‡Ô Ö‡Ô ´ÖÖ¡ÖÖ‹Ó †Öã´ÖÖ×ÖŸÖ Æïü, †Öî¸ü ×Ö×¾Ö¤ü֍úÖ¸ü(×Ö×¾Ö¤ü֍úÖ¸üÖë) úÖê †ÓŸÖÖÏÔÃŸÖ úÖµÖÔ úß ´ÖÖ¡ÖÖ úÖ †Öã´ÖÖÖ »ÖÖÖÖê êú ×»Ö‹ ´Ö֐ÖÔ¤ü¿ÖÔÖ êú
ºþ¯Ö ´Öë Æïü … ¸êü»Ö ‰ú¯Ö¸ü ¤üß Ö‡Ô ׍úÃÖß ³Öß ´ÖÖ¡ÖÖ úÖê ²ÖœÍüÖÖê /ú´Ö ú¸üÖê †Öî¸ü/µÖÖ Æü™üÖÖê µÖÖ ˆÃÖ´Öë ÃÖÛ´´Ö×»ÖŸÖ ú¸üÖê úÖ †×¬ÖúÖ¸ü †Ö¸ü×ÖŸÖ ¸üÖŸÖß Æîü ŸÖ£ÖÖ ‡ÃÖ ´Ö§êü úÖê‡Ô †×ŸÖ׸üŒŸÖ
¤ü¸ü
†Öã–ÖÖŸÖ ÖÆüà ÆüÖêÖß …
The quantities shown in the above schedule are approximate and are as a guide to give the Tenderer(s) an
idea of the quantum of work involved. The Railway reserves the right to increase/decrease and/or delete or
include any of the quantities given above and no extra rate will be allowed on this account.
2.
¤ü¸üÖë úß ´Öæ»Ö³ÖæŸÖ †ÖãÃÖæ“Öß ´Ö¤üÖë ¾Ö †µÖ ´Ö¤üÖë êú ×»Ö‹ ˆ¯ÖµÖãŒŸÖ †ÖãÃÖæדֵÖÖë úÖ ˆ¯ÖµÖÖêÖ ׍úµÖÖ •ÖÖ‹ÖÖ …
Suitable schedules for BSR items and other items shall be used.
Signature of Tenderer/Contractor
20
3.
ßÖÓ³Ö I ÃÖê ßÖÓ³Ö 5 ×Ö×¾Ö¤üÖ †Ö´ÖÓ×¡ÖŸÖ ú¸üÖê ¾ÖÖ»Öê ¯ÖÏÖ׬֍úÖ¸üß êú úÖµÖÖÔ»ÖµÖ «üÖ¸üÖ ³Ö¸êü •Ö֋ӐÖê … ßÖÓ³Ö 6 †Öî¸ü ßÖÓ³Ö 7 êú¾Ö»Ö ×Ö×¾Ö¤ü֍úÖ¸ü/×Ö×¾Ö¤ü֍úÖ¸üÖë «üÖ¸üÖ ŸÖ³Öß ³Ö¸êü •Ö֋ӐÖê
•Ö²Ö ¯ÖÏ×ŸÖ¿ÖŸÖ ×Ö×¾Ö¤üÖ‹Ó †Ö´ÖÓ×¡ÖŸÖ ÖÆüà úß Ö‡Ô Æïü … ¯ÖÏןֿ֟֟ÖÖ ×Ö×¾Ö¤üÖ†Öë êú ×»Ö‹ ±úÖ´ÖÔ úÖê ˆ¯ÖµÖãÔŒŸÖ ŸÖÖî¸ü ¯Ö¸ü ÃÖÓ¿ÖÖê×¬ÖŸÖ ×úµÖÖ •ÖÖ‹ÖÖ … †»ÖÖ ºþ¯Ö ÃÖê ¯ÖÆü“ÖÖÖê •ÖÖÖê ¾ÖÖ»Öê
ÃÖӍú´ÖÔ/´Ö¤üÖë êú ÖÏæ¯Ö êú ×»Ö‹ †»ÖÖ †ÖãÃÖæדֵÖÖë úÖ ˆ¯ÖµÖÖêÖ ׍úµÖÖ •ÖÖ‹ÖÖ … †ÖãÃÖæ“Öß êú ¯ÖÏŸµÖêú ¯Ö®Öê ¯Ö¸ü ×Ö×¾Ö¤ü֍úÖ¸ü úÖê ÖÖ´Ö, ŸÖÖ¸üßÖ ¾Ö ãÖÖÖ êú ÃÖÖ£Ö ÆüßÖցָü ú¸üÖÖ
Æîü …
Columns 1 to 5 shall be filled by the Office of the Authority inviting tender. Columns 6 & 7 shall be filled by
the Tenderer(s) only when percentage tenders are not invited. For percentage tenders, form shall be
modified suitably. Separate schedules shall be used for separately identifiable group of works/items. Each
page of the schedule should be signed by the tenderer with name, date and place.
×Ö×¾Ö¤ü֍úÖ¸ü/×Ö×¾Ö¤ü֍úÖ¸üÖë êú ÆüßÖցָü êú ×»Ö‹ ÃÖÖֵׁÖÖë êú ÆüßÖցָü ¾Ö ¯ÖŸÖê
Signature & address of the witness to the signature of the tenderer(s)
4.
5.
ÆüßÖցָü/Signature
ÆüßÖցָü/Signature
ŸÖÖ¸üߏÖ/Date………..ÖÖ´Ö/Name…………………¯ÖŸÖÖ/ Address………
ŸÖÖ¸üߏÖ/Date………..ÖÖ´Ö/Name…………………¯ÖŸÖÖ/ Address………
Signature of Tenderer/Contractor
21
ÃÖß.‡Ô CE496/ ™üß ‹±ú ¯ÖÏÖê±úÖ´ÖÖÔ TF PRFOMA(¸êü¾Ö REV2002)
(×ÖµÖÖê•ÖÖ ×¸ü¯ÖÖê™Ôü ú¸üÖê êú ×»Ö‹ ±úÖ´ÖÔ /FORM TO REPORT EMPLOYMENT
ˆ¯Ö²ÖÓ¬Ö/Annexure-I(B)
×ÖµÖÖê•ÖÖ ×¸ü¯ÖÖê™Ôü ú¸üÖê êú ×»Ö‹ ±úÖ´ÖÔ
FORM FOR REPORTING OF EMPLOYMENT
(×Ö×¾Ö¤ü֍úÖ¸ü «üÖ¸üÖ ¯ÖÏÖê±úÖ´ÖÖÔ úÖê ³Ö¸üú¸ü ÆüßÖցָü ú¸üÖÖ Æîü †Öî¸ü ×Ö×¾Ö¤üÖ êú '×¾Ö×ÖµÖ´Ö' êú †¬ÖßÖ ÖÓ›ü ÃÖÓ.30 êú ÃÖÓ¤ü³ÖÔ ´Öë ×Ö×¾Ö¤üÖ êú ÃÖÖ£Ö ¯ÖÏßÖãŸÖ ú¸üÖÖ Æîü /
Proforma to be filled in and signed by the Tenderer and submitted along with the tender with
reference to clause No.30 of the conditions under “Regulations” of the tender)
(•ÖÖê »Ö֐Öæ ÖÆüà Æîü ˆÃÖê úÖ™ü ¤ëü /Strike out whichever is not applicable)
†¬ÖÖêÆüßÖցָüß/The undersigned –
ÃÖê¾ÖÖ ×Ö¾Öé¢Ö ¸üÖ•Ö¯Ö×¡ÖŸÖ †×¬ÖúÖ¸üß Æïü וÖÆüÖëÖê ÃÖê¾ÖÖ×Ö¾Öé×¢Ö ÃÖê ¯ÖÆü»Öê _________ ¸êü»Ö¾Öê êú ‡Ó•Öß×ÖµÖ¸üß ×¾Ö³ÖÖÖ ´Öë ¯Öë¿ÖÖ µÖÖêµÖ ¯Ö¤ü/Öî¸ü ¯Öë¿ÖÖ µÖÖꐵÖ
a.
¯Ö¤ü ¯Ö¸ü £Öê …
Is a retired Gazetted officer holding prior to retirement a pensionable /non pensionable
post in the Engineering Department of the …………………………Railway.
‹ú ³Ö֐ÖߤüÖ¸üß ±ú´ÖÔ Æîü †Öî¸ü ‰ú¯Ö¸ü ˆÛ»»Ö׏֟ÖÖÖãÃÖÖ¸ü ‹ú ³Ö֐ÖߤüÖ¸ü ÃÖê¾ÖÖ×Ö¾Öé¢Ö ‡Ó•Öß×ÖµÖ¸ü µÖÖ ‹ú ÃÖê¾ÖÖ×Ö¾Öé¢Ö ¸üÖ•Ö¯Ö×¡ÖŸÖ †×¬ÖúÖ¸üß Æîü …
b.
Is a partnership firm having as one of its partners a retired Engineer or a retired
Gazetted officer as aforesaid.
‹ú ×ÖµÖ×´ÖŸÖ Óú¯ÖÖß Æîü •ÖÆüÖÑ ‰ú¯Ö¸ü ˆÛ»»Ö׏֟ÖÖÖãÃÖÖ¸ü úÖê‡Ô ‹êÃÖê ÃÖê¾ÖÖ×Ö¾Öé¢Ö ‡Ó•Öß×ÖµÖ¸ü µÖÖ ÃÖê¾ÖÖ×Ö¾Öé¢Ö ¸üÖ•Ö¯Ö×¡ÖŸÖ †×¬ÖúÖ¸üß, ‡Ã֍êú ×Ö¤êü¿ÖúÖë ´Öë ÃÖê
c.
‹ú Æü֐ë Öê …
Is an incorporated company having any such retired Engineer or retired Gazetted
officer as aforesaid, as one of its directors.
‰ú¯Ö¸ü ˆÛ»»Ö׏֟ÖÖÖãÃÖÖ¸ü úÖê‡Ô ÃÖê¾ÖÖ×Ö¾Öé¢Ö ‡Ó•Öß×ÖµÖ¸ü µÖÖ ÃÖê¾ÖÖ×Ö¾Öé¢Ö ¸üÖ•Ö¯Ö×¡ÖŸÖ †×¬ÖúÖ¸üß ´Öê¸üß ×ÖµÖÖê•ÖÖ ´Öë Æîü …
d.
Is having in my employment any retired Engineer or retired Gazetted officer as
aforesaid.
e.
‰ú¯Ö¸ü ²ÖŸÖÖ‹ †ÖãÃÖÖ¸ü ‹êÃÖê úÖê‡Ô ÃÖê¾ÖÖ×Ö¾Öé¢Ö ‡Ó•Öß×ÖµÖ¸ü µÖÖ ÃÖê¾ÖÖ×Ö¾Öé¢Ö ¸üÖ•Ö¯Ö×¡ÖŸÖ †×¬ÖúÖ¸üß ´Öê¸êü ÃÖÖ£Ö ÖÆüà Æîü … Has no such retired
Engineer or retired Gazatted officer so associated with me as stated above.
2.
ˆ¯ÖµÖãÔŒŸÖ ÃÖӾ֐ÖÔ (ú)ÃÖê (‘Ö)ŸÖú, ׍úÃÖß ³Öß ÃÖӾ֐ÖÔ ´Öë †ÖŸÖê Æïü ŸÖÖê, †×¬ÖúÖ׸üµÖÖë úÖ ×¾Ö¾Ö¸üÖ Öß“Öê פüµÖÖ •ÖÖ‹ : If falling under any
of the above categories (a) to (d), particulars of the officer may be furnished
hereunder:
i.
ÃÖê¾ÖÖ×Ö¾Öé¢Ö ÆüÖêÖê êú ¯ÖÆü»Öê ׍úÃÖ ¯Ö¤ü ´Öë £Öê /Post held before retirement
……………………………..
ii.
ÃÖê¾ÖÖ×Ö¾Öé×¢Ö úß ŸÖÖ¸üߏÖ/ Date of retirement……………………………………….
III.
i.
……………………………………………………….
×Ö×¾Ö¤üÖ ¯ÖÏßÖãŸÖ ú¸üÖê úß ŸÖÖ¸üßÖ ÃÖê ú´Ö ÃÖê ú´Ö ¤üÖê ÃÖÖ»Ö ¯Öæ¾ÖÔ †Ö¸ü ÃÖê¾ÖÖ×Ö¾Öé¢Ö ÖÆüà Æãü‹ Æïü, ŸÖÖê ²ÖŸÖÖ‹Ó ×ú ³ÖÖ¸üŸÖ êú ¸üÖ™Òü¯Ö×ŸÖ µÖÖ ‡ÃÖ ÃÖÓ²Ö¬Ö ´Öë
¯ÖÏÖ׬֍éúŸÖ úÖê‡Ô †×¬ÖúÖ¸üß «üÖ¸üÖ ×¾Ö׬־֟ÖË ‹êÃÖß ÃÖÓ×¾Ö¤üÖ†Öë úÖê þÖߍúÖ¸ü ú¸üÖê úß †Öã´Ö×ŸÖ ¯ÖÏÖ¯ŸÖ úß Ö‡Ô ÆüÖê/
If not retired at least two years prior to date of submission of tender……………
state
whether permission for taking such contracts has been obtained form the President of
India or any officer duly authorized in this behalf.
†Ö¸ü ×Ö×¾Ö¤ü֍úÖ¸ü µÖÖ ±ú´ÖÔ µÖÖ Óú¯ÖÖß úÖê‡Ô ³Öß ¿ÖêµÖ¸ü¬ÖÖ¸üú úÖ/ êú ׸ü¿ŸÖê¤üÖ¸ü ¸êü»Ö¾Öê êú ‡Ó•Öß×ÖµÖ¸üß ×¾Ö³ÖÖÖ µÖÖ †µÖ úÖê‡Ô ×¾Ö³ÖÖÖ ´Öë ¸üÖ•Ö¯Öס֟Ö
Æîü×ÃÖµÖŸÖ ´Öë ×ÖµÖãŒŸÖ Æîü/ Æïü, ¸êü»Ö¾Öê ´Öë úÖµÖÔ¸üŸÖ ‹êÃÖê ׸ü¿ŸÖê¤üÖ¸üÖë úÖ ×¾Ö¾Ö¸üÖ Öß“Öê פüµÖÖ •ÖÖÖÖ Æîü :/ If the Tenderer or in the
case of a firm or company, any of the shareholders has a relative or relatives employed
in Gazetted capacity in the Engineering or any other Department of the Railways,
particulars of such relatives in the Railway may be furnished hereunder:ÖÖ´Ö /Name
:
ii.
¯Ö¤üÖÖ´Ö /Designation
:
iii.
׸ü¿ŸÖê¤üÖ¸üß /Relationship
:
IV.
3.
……………………………………….
×Ö×¾Ö¤ü֍úÖ¸ü/×Ö×¾Ö¤ü֍úÖ¸üÖë êú ÆüßÖցָü/Signature of Tenderer(s)
ÖÖ´Ö /NAME………………………………………….
¯ÖŸÖÖ /ADDRESS……………………………………..
Signature of Tenderer/Contractor
22
ÃÖß.‡Ô CE496/‹ ÃÖß ÃÖß ‹»Ö/ACCL(¸êü¾Ö Rev.2002)
¾Öߍéú×ŸÖ ¯Ö¡Ö/LETTER OF ACCEPTANCE
ˆ¯Ö²ÖÓ¬Ö/Annexure-II
¤ü×ÖÖ ¸êü»Ö¾Öê /SOUTHERN RAILWAY
×Ö×¾Ö¤üÖ úß Ã¾Öߍéú×ŸÖ êú ×»Ö‹ ±úÖ´ÖÔ
FORM FOR ACCEPTANCE OF TENDER
(This is only for guidance. The issuing authority will decide the format and contents based
on complete contract documents)
ÃÖÓ./No. ›ü²»µÖæ /W ……………………………..
ÁÖß/´ÖêÃÖÃÖÔ SHRI./M/S…………………………………..
………………………………………………..
……………………………………………………
´ÖÆüÖê¤üµÖ/Sir(s),
úÖµÖÔ úÖ ÖÖ´Ö / NAME OF WORK:………………………………………….
×Ö×¾Ö¤üÖ ÃÖæ“ÖÖÖ ÃÖÓ/ TENDER NOTICE NO:………… ´Ö¤ü ÃÖÓ/ ITEM NO:……………….
ˆ¯ÖµÖãÔŒŸÖ úÖµÖÔ êú ×»Ö‹ †Ö¯Öêú «üÖ¸üÖ ¯ÖÏßÖÖ×¾ÖŸÖ ×Ö×¾Ö¤üÖ úÖê ´Öï þÖߍúÖ¸ü ú¸üŸÖÖ ÆæÑü †Öî¸ü ¤ü×ÖÖ ¸êü»Ö¾Öê êú ‡Ó•Öß×ÖµÖ¸üß ×¾Ö³ÖÖÖ úß ¤ü¸ü †ÖãÃÖæ“Öß, 2011 êú
†ÖãÃÖÖ¸ü ¤ü¸üÖë úÖê ³ÖãÖŸÖÖÖ ú¸üÖê êú ×»Ö‹ ÃÖÆü´ÖŸÖ ÆæÑü, •ÖÖê †ÖãÃÖæ“Öß 'ú' (¤ü¸ü †ÖãÃÖæ“Öß 2008 ´Öë ¿ÖÖ×´Ö»Ö ´Ö¤ëü) êú ÃÖÓ²Ö¬Ö ´Öë ____________ ¯ÖÏ×ŸÖ¿ÖŸÖ ŸÖú
ÃÖ´ÖŸÖ㻵Ö/†×¬Öú/ú´Ö ׍ú‹ Ö‹ ¤ü¸üÖë ¯Ö¸ü ÃÖÓ¿ÖÖê×¬ÖŸÖ †Öî¸ü ÃÖÓ¿ÖÖê×¬ÖŸÖ ¯Ö“Öá ÃÖÓ. _________ êú _________ ŸÖÖ¸üßÖ ŸÖú †Öî¸ü _________ †ÖãÃÖæ“Öß ´Öë ¯ÖÏ×¾Ö™ü
¤ü¸üÖë ¯Ö¸ü (¤ü¸ü †ÖãÃÖæ“Öß, 2008 ´Öë ¿ÖÖ×´Ö»Ö Ö úß Ö‡Ô ´Ö¤ëü) †Öî¸ü _________ †ÖãÃÖæ“Öß ´Öë ¤ü¿ÖÖÔ‡Ô Ö‡Ô ´Ö¤üÖêÓ êú ×»Ö‹ ‡ú´Öã¿ŸÖ ¤ü¸ëü
I accept the tender offered by you for the above work and agree to pay the rates as per the
Southern Railway Engineering Department SRUSSOR - 2011, as corrected by and upto Correction
Slip No. …………. of ……………….. at the rates at par/enhanced/diminished by
………………………………………………………… per cent in respect of Schedule ‘A’ (items covered by the
SRUSSOR - 2011) and at the rates as entered in the Schedule(s) …………… (items not covered by
2011) and lump sum rates for the items given in Schedule(s)
the SRUSSOR ………………………………………………………………………………………………………………………………………………
…………………………………………………………………………………………………………………………………….
ˆ¯ÖµÖãÔŒŸÖ úÖµÖÔ êú ×»Ö‹ ÃÖÓ×¾Ö¤üÖ êú ú¸üÖ¸ü ¯Ö¸ü, ‡ÃÖ ¯Ö¡Ö úß ¯ÖÏÖÛ¯ŸÖ ÃÖê 7 פüÖÖë êú †Ó¤ü¸ü †Ö¯Öêú «üÖ¸üÖ ÆüßÖցָü ׍úµÖÖ •ÖÖÖÖ Æîü וÖÃÖê ¯ÖÖ¾ÖŸÖß ¤êüµÖ
¸üוÖÙÒüß ›ü֍ú «üÖ¸üÖ ÃÖã¯Öã¤Ôü ׍úµÖÖ •ÖÖÖÖ Æîü … µÖÆü þÖߍéú×ŸÖ ¯Ö¡Ö, ‡ÃÖ ÃÖÓ×¾Ö¤üÖ êú ×»Ö‹ »Ö֐Öæ ÃÖÓ×¾Ö¤üÖ ¤üßÖÖ¾Öê•ÖÖë úÖ †Ó¿Ö ²ÖÖŸÖÖ Æîü …
The agreement for the contract for the above work shall be signed by you within 7 days of
receipt of this letter, which is despatched by registered post acknowledgement due. This letter of
acceptance forms part of the Contract Documents governing this contract.
éú¯ÖµÖÖ ‡ÃÖ ¯Ö¡Ö úß ¯ÖÖ¾ÖŸÖß ¤ëü /Please acknowledge receipt of this letter.
´ÖÓ›ü»Ö ¸êü»Ö ¯ÖϲÖӬ֍ú/ÃÖӍú´ÖÔ /¤ü×ÖÖ ¸êü»Ö¾Öê/¯ÖÖ»ÖŒúÖ›ü
DIVISIONAL RAILWAY MANGER/Works/
Southern Railway/Palghat.
(³ÖÖ¸üŸÖ êú ¸üÖ™Òü¯Ö×ŸÖ úß †Öê¸ü ÃÖê/on behalf of the President of India)
ãÖÖÖ/PLACE:
פüÖÖӍú/DATE:
ÃÖÖֵׁÖÖÑ/WITNESSES:
1. ÆüßÖցָü/Signature………………….ŸÖÖ¸üߏÖ/Date……….ÖÖ´Ö/Name……………..¯ÖŸÖÖ/Address……
2.
3. ÆüßÖցָü/Signature ü…………….ŸÖÖ¸üߏÖ/Date……….ÖÖ´Ö/Name……………..¯ÖŸÖÖ/Address
Signature of Tenderer/Contractor
23
CE. 496/ZONEAGT (Rev. 2002)
AGREEMENT FOR ZONE CONTRACT
Annexure – III
SOUTHERN RAILWAY
FORM FOR AGREEMENT FOR ZONE (ZONAL) CONTRACT
CONTRAT (ZONAL) AGREEMENT NO…………………………… DATED ……………………
1.Articles of agreement made this ………………………… day of …………………… of 20………….
between the “President of India” acting through the …………………………………… of Southern
Railway, herein after called the “Railway” of the one part and …………………………
…………………………………………………. hereinafter called the “Contractor” of the other part.
2.Whereas the Contractor has agreed with the Railway during the period of ………………. months from
………………………. to ……………………… for the performance of :(a)New works, additions and alterations to existing structures, special repair works and supply of building
materials and
(b)All ordinary repair and maintenance works :
subject to the contract value of each such work not exceeding to Rs. 2,00,000/-.
And whereas the Contractor has agreed to carry out the works at any site in Zone ……………………….
as detailed in the southern Railway’s SRUSSOR - 2011 or in SSE/SE(P.Way)/Works)/…………………..
section as may be entrusted to him at the option of the Railway from time to time during the said contract
period and as will be set forth in the Work Orders (which Work Orders shall be deemed and taken to be
part of this Contract) that will be issued during the said period at par/……………………… percent
above/below the SRUSSOR - 2011, of the Southern Railway, corrected upto Printed/Advance Correction
Slip No…………….. dated ………………………. and as per the Contract complete and whereas the
performance of the said works is an act in which the public are interested.
3.And whereas this contract does not cover/covers supply of ballast included in the SRUSSOR - 2011.
4.And whereas in the case of bad work or materials, the Engineer may take such action as may be deemed
necessary under the relevant clauses of the conditions of contract.
5.And whereas the Contractor has deposited a lump sum of Rs……………/ as Earnest Money to cover
for tendering against any number of works on the southern Railway and has agreed to furnish the full
Security Deposit as per rules in force and whereas the Security Deposit is at the instance of the Contractor
recovered at 10 per cent of the value of the running bills till the amount of Security Deposit of
Rs…………………… is fully recovered.
4.
And whereas the Contractor has deposited a sum of Rs…………………./towards the Earnest
Money and whereas the balance in the Security Deposit after adjustment of Earnest Money of
Rs…………………. originally paid by the Contractor is at the instance of the Contractor recovered at 1per cent of the value of the running bills till the amount of Security Deposit of Rs…………………. is
fully recovered.
7.The contract shall be in force for the period mentioned above. However, the Chief Engineer/ Chief
Engineer (Construction)/Divisional Railway Manager/……………/Engineer may at his option and
without assigning any reasons for so doing, put an end to this contract at any time. In such case the
Contractor will be given a clear notice of three months to enable him to complete all the works entrusted
to him through work orders.
Now this indenture witnesseth that in consideration of the payments to be made by the Railway, the
Contractor will duly perform the works set forth in the said Work Orders and will execute the same with
Signature of Tenderer/Contractor
24
great promptness, care and accuracy in a workmanlike manner to the satisfaction of the Railway and will
complete the same on or before the respective dates specified therein in accordance with the said
specifications and said drawings (if any) and the said Contract Documents complete, and will fulfill and
keep all the conditions therein mentioned (which shall be deemed and taken to be part of this contract as
if the same had been fully set forth therein), and the Railway doth hereby agree that if the Contractor shall
duly perform the said works in the manner aforesaid and observe and keep the said terms and conditions,
the Railway will pay or cause to be paid to the Contractor for the said works on the completion thereof,
the amount due in respect thereof, the amount due in respect thereof, at the rates specified in the
schedule(s) hereto annexed.
8. Entrustment of all or any of the works referred to in clause 2 above to the Contractor shall be at the
option of the Railway.
9.The cost of stamp duty on the agreement shall be borne by the Railway administration.
10. Zone details and rates under this contract are as under :
Zone
Permanent
Way
Section/Section
Rate as per Sr. SRUSSOR - 2011, of Southern Railway as corrected
DEN/DEN
by and upto Correction Slip No…………
……/……. of dt…………. at Par/Enhanced/Diminished by
Percentage shown below
…………
Division
%In figures
% In words
At par/above/
below
(………………………………………..)
(………………………)
(CHIEF ENGINEER/
(CONTRACTOR)
CHIEF ENGINEER (CONSTRUCTION)/……………………. ……………………………
DIVISIONAL RAILWAY MANAGER/………………………)
……………………………
(for the President of India)
……………………………
Signature & Address of witnesses to the Signature of the Contractor.
Witness No.1……………………………/Signature…………………………….. Date ……………..
Address…………………………………………………….
Witness No.2……………………………/Signature…………………………….. Date ………..
Address…………………………………………………….
Signature of Tenderer/Contractor
25
CE 496/ZONEWORK (Rev. 2002)
WORK ORDER FORM
Annexure – III A
SOUTHERN RAILWAY
FORM FOR WORK ORDER UNDER ZONE CONTRACT
Work Order No. …………………………….. Dated………………………………….. Under
Contract Agreement No………………………………………. Dated …………………………
Name of Work…………………………………………… (Site)…………………………………..
Schedule of drawings…………………………………………………………………………………
Authority ……………………………………. Allocation …………………………………………..
Zone………………………………………… Division ……………………………………………..
The Contractor(s)……………………………………………………
following works at ………………………………… under Zone
referred to.
Sl.No. Item No. Description of item Approximate Unit
of work
quantity
1
2
3
4
5
is/are hereby ordered to carry out the
– Contract Agreement hereinbefore
Rates in figures Amount
and in words as
in
schedule
annexed to the
Zone contract
agreement
6
7
Signature of Tenderer/Contractor
26
Sl.No.
Item No.
1
2
Description of item Approximate Unit
of work
quantity
3
4
5
Rates in figures Amount
and in words as
in
schedule
annexed to the
Zone contract
agreement
6
7
The works herein mentioned are required to be completed on or before ……………………………...
(date). The quantities provided herein are approximate and subject to variation under Clause 42 of the
General Conditions of Contract of the Railway, read in conjunction with Special Conditions, if any and
other Contract Documents as applicable.
(………………………………….)
Chief Engineer/Chief Engineer Constn)/
Divisional Railway Manager/Works/………………../Divisional Engineer/…………………
…………………………………………
Division
…………………………………………... Railway
(for the President of India)
Place :
Date :
I agree to complete the works herein set forth on or before the date specified under the Zone
Contract Agreement herein before referred to in conformity with the drawings here to annexed, if any,
and in accordance with the General and Special (if any) Conditions of Contract and the Specifications of
Materials and Works, Southern Railway, with all Correction Slips/Amendments up to date.
Witness :
(…………………………………..)
Name & Signature : 1…………………………..…
Contractor’s Name & Address ……………
2……………………………..
……………………………………………..
Dated …………………………19………….
Date ……………………
Signature of Tenderer/Contractor
27
CE 496/WKCTAGT (Rev 2002)
FORM FOR WORKS AGREEMENT
Annexure – IV
SOUTHERN RAILWAY
FORM FOR AGREEMENT FOR WORKS CONTRACTS
NAME OF WORK …………………………………………………………………………….
1. Articles of agreement made this …………………….. day of ……………….. of 20………... between the
“President of India” acting through ……………………………./Chief Engineer/ the Chief Engineer (Construction) /
Divisional Railway Manager……………………….. of Southern Railway Administration herein after called the
“Railway” of the one part and ………………………. …………………………………………………………
hereinafter called the “Contractor” of the other part.
2.Whereas the Contractor has agreed with the Railway for the performance of the works
“………………………………………………………………………………………………………” set forth in the
schedule(s) hereto annexed and in conformity with the Specifications for Materials and works 1969 of the Southern
Railway, the conditions and special conditions, special specifications and drawings, manuals and guidelines hereto
annexed, if any, and the General Conditions of Contract, all known as “Contract Documents”, and whereas the
performance of the said work is an act in which the public are interested.
3.And whereas the Contractor has deposited a lump sum of Rs………………………./as Earnest Money to cover for
tendering against any number of works on the Southern Railway and has agreed to furnish the full Security Deposit
as per rules in force and whereas the Security Deposit is at the instance of the Contractor recovered at 10 percent of
the value of the running bills till the amount of Security Deposit of Rs………………………….. is fully recovered.
4.Now this indenture witnesseth that in consideration of the payments to be made by the Railway, the Contractor
will duly perform the said works in the said schedules set forth and shall execute the same with great promptness,
care and accuracy in a workmanlike manner to the satisfaction of the Railway and will complete the same in
accordance with the Contract Documents on or before the ……………………………. day of ……………….. of
20……….. and will maintain the said works for a period of ………………… calendar months from the certified
date of their completion and will observe, fulfill and keep all the conditions therein mentioned (which shall be
deemed and taken to be part of this contract as if the same had been fully set forth herein), and the Railway doth
hereby agree that if the contractor shall duly perform the said works in the manner aforesaid and observe and keep
the said terms and conditions, the Railway will pay or cause to be paid to the Contractor for the said works on the
final completion thereof, the amount due in respect thereof, at the rates setforth in the Southern Railway
Engineering Department’s printed SRUSSOR - 2011 as corrected by and up to Correction Slip
No…………… of ……………….. for Sr. D.E.N./D.E.N./……………………….. of ………………………
Division at par/enhanced/diminished by…………………. percent in respect of Schedule ‘A’ (items covered by the
SRUSSOR - 2011) and at the rates shown in Schedule(s)……………………(items not covered by the
SRUSSOR - 2011) and at the lump sum rates for items given in Schedule(s)……………..
5.It is hereby agreed and declared that all the provisions of the said Contract Documents, which have been carefully
read and understood by the Contractor, shall be as binding upon the Contractor and upon the Railway as if the same
had been repeated herein and shall be read as part of these presents.
6. cost of stamp duty on this agreement shall be borne by the Railway Administration.
(…………………..) Date:………
(………………...)Date:.………….
./Chief Engineer/Chief Engineer(construction)/Contractor……Divisional Railway Manager/……….
………….,
Address………….
Southern Railway,……………
…………
(for President of India)
Signature of witnesses with address to signature of the Contractor:
Witness No.1: Signature:……………. Date……….Name………………Address……
Witness No.2: Signature:……………. Date,………Name:…………….Address……
Signature of Tenderer/Contractor
28
ANNEXURE - III
Palghat Division
SCHEDULE - A
List of items of works covered by the printed Southern Railways Unified Standard Schedule of Rates
2011 pertaining to Palghtat Division. The Tenderer / Contractor has to quote consolidated percentage at
par, below or above the USSOR - 2011.
Southern Railway
Name of work :- Calicut Section ( Way side station ) - Rebuilding of staff Qrs. Type II - 20
units on age cum condition basis in lieu of Type I Qrs
Sanction Nos :- ADRM's Sanc. No: J / W. 399 / 16 / 1 / 11-12 dt.
08.05.2012
Approximate cash value : Rs.1,23,43,666 / Name of Tenderer / Contractor :
Sl.No Ref. to
Description of work
Qty
Unit
Rate
;
USSOR
Rs.
Item No.
Amount
Rs.
SW. Quilandi - Reconstruction of staff Qrs. Type II 12 Units - 3 Blocks of 4units ( 2 in GF & 2
I. in FF )
1
184060 Dismantling Double layer tiled roofing of any type with
battens boarding etc. complete including stacking of
serviceable material and disposal of unserviceable
material within 50m lead
137
sqm
79.48
10888.76
2
184050 Dismantling Single tiled roofing of any type with
battens boarding etc. complete including stacking of
serviceable material and disposal of unserviceable
material within 50m lead
274
sqm
45.55
12480.7
3
185031 Dismantling wood work in frames, trusses, purlins
and rafters/reepers including stacking the material
within 50m lead Of sectional area 40 sq.cm. and
above
184082 Dismantling roofing including ridges, hips valleys and
gutters etc. and stacking the material within 50m lead
- Asbestos sheet
4
cum
977.27
3909.08
9
sqm
17
153
186011 Dismantling steel work in single sections including
dismembering & stacking within 50m lead in - R.S.
joists./ Rails
185020 Taking out doors, windows, clerestory window,
cupboard shutters only (steel or wood) including
stacking within 50m lead
1328
Kg
0.72
956.16
93
Each
41.48
3857.64
182012 Demolishing brick work including stacking of
serviceable material and disposal of unserviceable
material within 50m lead - In lime mortar
286
cum
183.73
52546.78
4
5
6
7
Signature of Tenderer/Contractor
29
8
011011, Earth work in excavation as per approved drawings
012010, and dumping at embankment site or spoil heap,
within railway land, including 50m lead and 1.5m lift,
the lead to be measured from the centre of gravity of
excavation to centre of gravity of spoil heap; the lift to
be measured from natural ground level and paid for in
layers of 1.5m each including incidental work, as per
specifications - All kinds of soils Extra over item
011010 for excavation in foundations for buildings
and bridges to cover dressing to neat dimension and
plumbing sides etc. Note : Dressing under this item is
payable for the total quantity of excavation in
foundation and not partly.
429.00
cum
113.62
48742.98
9
031013, Providing and laying in position cement concrete of
specified proportion excluding cost of cement,
centering and shuttering - All works upto plinth level :
1:4:8 (1 cement : 4 sand : 8 graded stone aggregate
40mm nominal size)
061013, Random rubble masonry with hard stone in
foundation and plinth including levelling up with
concrete as per specifications, upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
88.00
cum
2628.37
231296.6
286.00
cum
2810.01
803662.9
10
11
032051, Providing and laying cement concrete 1:2:4 in damp
proof course (1 cement : 2 sand : 4 graded stone
aggregate 12.5mm nominal size - excluding the cost
of cement and including providing, fixing and removal
of forms. - 25mm thick
135.00
sqm
135.38
18276.3
12
012040, Filling, watering and ramming earth in 15cm layers in
floors and foundations with surplus earth from
foundations including 50m lead and 1.5m lift
114041 Pointing on stone work with cement mortar 1:3 (1
cement : 3 fine sand) Flush / Ruled pointing
192.00
cum
23.00
4416
78.00
sqm
86.26
6728.28
115130 Cement washing two coats ( Ordinary portland
cement )
051018, Brick work with non-modular (FPS) bricks of class
designation 7.5 in foundation and plinth in : Cement
mortar 1:6 (1 cement : 6 course sand)
78.00
sqm
6.20
483.6
3.00
cum
4815.89
14447.67
111012 12mm cement plaster of mix - 1:6 (1 cement : 6 fine
sand)
051018, Brick work with non-modular (FPS) bricks of class
051040, designation 7.5 in foundation and plinth in : Cement
mortar 1:6 (1 cement : 6 course sand) Extra for brick
work in superstructure beyond plinth level upto floor
two level :
051182, Half brick masonry with bricks of class designation
051190, 7.5 in foundations and plinth in : Cement mortar 1:4
(1 cement : 4 coarse sand) Extra for half brick
masonry in superstructure above plinth level upto
floor two level
27.00
sqm
96.19
2597.13
274.00
cum
4987.57
1366594
259.00
sqm
609.78
157933
13
14
15
16
17
18
Signature of Tenderer/Contractor
30
19
20
21
22
23
24
25
26
27
051210, Extra for providing and placing in position 2 nos. 6mm
dia. M.S. bars at every third course of half brick
masonry {with non-modular (FPS) bricks} including
cost of M.S. bars
041011, Providing and laying in position M-20 Grade concrete
for reinforced concrete structural elements, but
excluding cost of centering, shuttering, reinforcement
and Admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability as per direction of Engineer in charge - All
work upto plinth level including raft foundation of
washable aprons, HS tank, pile cap, footings of FOB
and Platform shelter etc.
042011, Centering and shuttering including strutting, propping
etc. and removal of form for : Foundations, footings,
bases of columns, raft foundation of washable
aprons, Pile caps, Footings of FOB etc.
174.00
sqm
53.55
9317.7
2.00
cum
3426.21
6852.42
8.00
sqm
144.80
1158.4
041012, Providing and laying in position M-20 Grade concrete
for reinforced concrete structural elements, but
excluding cost of centering, shuttering, reinforcement
and Admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability as per direction of Engineer in charge All
works in buildings above plinth level upto floor two
level
042014, Centering and shuttering including strutting, propping
etc. and removal of form for :Lintels, beams, plinth
beams, bed blocks, girders, bressumers and
cantilevers
042013, Centering and shuttering including strutting, propping
etc. and removal of form for : .Suspended floors,
roofs, landings, balconies, FOB slabs, walkway slabs
and access platform
042025, Centering and shuttering including strutting, propping
etc. and removal of form for : .Edges of slabs and
beams in floors and walls under 20cm wide
101.00
cum
3690.00
372690
233.00
sqm
206.61
48140.13
864.00
sqm
244.27
211049.3
776.00
m
171.30
132928.8
042016, Centering and shuttering including strutting, propping
etc. and removal of form for : Stairs (excluding
landings) except spiral-staircases
042022, Centering and shuttering including strutting, propping
etc. and removal of form for : Vertical and horizontal
fins individually or forming box louvers band, facias
and eaves boards
19.00
sqm
502.2
9541.8
8.00
sqm
419.9
3359.2
Signature of Tenderer/Contractor
31
28
043014, Providing, hoisting and fixing in position upto floor two
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge In Shelves, cantilevers, chajjas,
sunshades etc.
4.00
cum
4742.25
18969
29
072015, Providing and fixing panelled/glazed or panelled and
glazed shutters for doors, windows and clerestory
windows including ISI marked black enamelled M.S.
butt hinges with necessary screws excluding,
panelling/glazing which will be paid for separately
Kail, venteak, pillamarudhu or locally available
comparable species of good country wood (to be
listed by respective railway) - 35mm thick
80.00
sqm
2573.45
205876
30
072016, Providing and fixing panelled/glazed or panelled and
glazed shutters for doors, windows and clerestory
windows including ISI marked black enamelled M.S.
butt hinges with necessary screws excluding,
panelling/glazing which will be paid for separately
Kail, venteak, pillamarudhu or locally available
comparable species of good country wood (to be
listed by respective railway) - 30mm thick
66.00
sqm
2320.03
153122
31
072022, Providing and fixing panelling/glazing or panelling &
glazing in panelled/glazed or panelled & glazed
shutters for doors, windows & clerestory windows
(area of opening for panel inserts excluding portion
inside grooves or rebates to be measured).
Panelling/glazing for panelled/glazed or panelled &
glazed shutters 25mm to 40mm thick Hollock wood
or locally available comparable species of country
wood (to be listed by respective railway). - Kiln
seasoned & chemically treated - 15mm thick
76.00
sqm
1677.56
127494.6
32
074232, Providing and fixing M.S. grills of required pattern in
frames of windows etc. with M.S. flats, square or
round bars etc. all complete Fixed to opening /
wooden frames with rawl plugs screws etc.
1644.00
Kg
75.97
124894.7
Signature of Tenderer/Contractor
32
33
078130, Providing and fixing factory made P.V.C. door frame
of size 50mmx47mm with a wall thickness of 5mm,
made out of extruded 5mm rigid PVC foam sheet
mitered at corners and joined with 2 nos. of 150mm
long brackets of 15mmx15mm M.S. square tube, the
vertical door profiles to be reinforced with
19mmx19mm M.S. square tube of 19 gauge, EPDM
rubber gasket weather seal to be provided through
out the frame. The door frame to be fixed to the wall
using M.S. screws of 65mm/100mm size complete as
per manufacturers specification and direction of
Engineer-in-Charge
113.00
m
400.21
45223.73
34
078150, Providing and fixing to existing door frames 30mm
thick factory made solid both side prelaminated panel
PVC door shutter consisting of frame made out of
M.S. tubes of 19 gauge thickness and size of
19mmx19mm for styles and15mmx15mm, top &
bottom rails. M.S. frame shall have a coat of steel
primers of approved make and manufacture. M.S.
frame covered with 5mm thick heat moulded
prelaminated PVC Foam Sheet ‘C' channel as per
drawing given in IR Standard Specifications complete
in all respect
075011, Providing and fixing M.S. pressed butt hinges
generally conforming to IS:1341, bright satin finish
with necessary screws etc. complete of size 125mmx65mmx2.12mm
075012, Providing and fixing M.S. pressed butt hinges
generally conforming to IS:1341, bright satin finish
with necessary screws etc. complete of size 100mmx58mmx1.9mm
075052, Providing and fixing M.S. sliding door bolts generally
conforming to IS:281, bright satin finish or black stone
enamelled with nuts and screws etc. complete of size
250mmx16mm
34.00
sqm
2107.54
71656.36
198.00
Each
38.93
7708.14
264.00
Each
27.94
7376.16
198.00
Each
167.77
33218.46
48.00
Each
71.04
3409.92
48.00
Each
58.37
2801.76
84.00
Each
45.39
3812.76
264.00
Each
34.28
9049.92
48.00
Each
17.93
860.64
24.00
Each
12.71
305.04
35
36
37
38
39
40
41
42
43
075061, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 250mmx10mm
075062, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 200mmx10mm
075063, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 150mmx10mm
075064, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 100mmx10mm
075071, Providing and fixing M.S. door handles with
necessary screws etc. complete : 125mm
075072, Providing and fixing M.S. door handles with
necessary screws etc. complete : 100mm
Signature of Tenderer/Contractor
33
44
043018, Providing, hoisting and fixing in position upto floor two
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge In door and window frames
3.00
cum
3942.18
11826.54
45
043012, Providing, hoisting and fixing in position upto floor two
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge - In small lintels upto 1.50m clear
span
031052, Providing and laying in position cement concrete of M
20 grade, excluding the cost of cement and of
centering and shuttering, as per direction of the
Engineer in charge : All works above plinth level in
retaining walls, walls (of any thickness) including
attached pilasters, columns, pillars, posts, struts,
buttresses, anchor blocks, parapets, copings, bed
blocks, string or lacing courses, window sills, fillets,
kerbs, steps etc.
5.00
cum
4707.83
23539.15
4.00
cum
3212.24
12848.96
042024, Centering and shuttering including strutting, propping
etc. and removal of form for :Small lintels not
exceeding 1.5m clear span, moulding as in cornices,
window sills, string courses, bands, copings, bed
plates, anchor blocks and items of similar shape and
size
111012 12mm cement plaster of mix - 1:6 (1 cement : 6 fine
sand)
111160 6mm cement plaster 1:3 to CC/RCC in columns,
beams, stairs etc when specifically ordered except
underside of ceiling
031012, Providing and laying in position cement concrete of
specified proportion excluding cost of cement,
centering and shuttering - All works upto plinth level :
1:3:6 (1 cement : 3 sand : 6 graded stone aggregate
40mm nominal size)
23.00
sqm
106.51
2449.73
3129.00
sqm
96.19
300978.5
294.00
sqm
75.35
22152.9
17.00
cum
2888.71
49108.07
46
47
48
49
50
Signature of Tenderer/Contractor
34
51
52
53
012050, Supplying and filling sand in plinth and under floors
including watering, ramming, consolidating and
dressing complete
095021, Providing and fixing ceramic tiles conforming to
IS:15622 of manufacturers approved by railway in all
colours, shades, design and abrasion resistance
class as approved by the Engineer-in-Charge in
floors and landings over 20mm thick bed of cement
mortar 1:4 (1 cement : 3 coarse sand) including
pointing in white cement mixed with pigment of
matching shade complete - Of Group B-II Clause 5.1
(for abrasion resistance) of IS:15622 (Ceramic Floor
Tiles) of size 300mmx300mm
095012, Providing and fixing Ist quality ceramic tiles
conforming to Group B-III (Ceramic Wall Tiles) of
IS:15622 of manufacturers approved by railway in all
colours, shades, and design as approved by the
Engineer-in-Charge in skirting, risers of steps and
dado over 12mm thick bed of cement mortar 1:3 (1
cemen : 3 coarse sand) including pointing in white
cement mixed with pigment of matching shade
complete - 200x300 mm
9.00
cum
2314.74
20832.66
549.00
sqm
512.51
281368
132.00
sqm
471.84
62282.88
54
115011 White washing with lime to give an even shade - New
work (three or more coats)
2820.00
sqm
9.24
26056.8
55
115031 Colour washing such as green, blue or buff to give an
even shade New work (two or more coats) with a
base coat of white washing with lime
121020 Painting wood work with Deluxe Multi Surfaces Paint
of required shade. Two or more coat applied @ 0.90
litre/10sqm over an under coat of primer, applied @
0.75 litre/10sqm of approved brand or manufacture
1171.00
sqm
11.58
13560.18
366.00
sqm
45.98
16828.68
57
121030 Painting Steel work with Deluxe Multi Surface Paint to
give an even shade. Two or more coats applied @
0.90 litre/10sqm over an under coat of primer applied
@ 0.80 litre/10sqm of approved brand or manufacture
36.00
sqm
50.18
1806.48
58
131082 Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass
threaded fittings including fixing the pipe with clamps
at 1.0m spacing. This includes jointing of pipes &
fittings with one step CPVC solvent cement and
testing of joints complete as per direction of
Engineer-in-Charge. Internal work – exposed on wall
- 20mm nominal outer dia. Pipes
39.00
m
113.12
4411.68
56
Signature of Tenderer/Contractor
35
59
131083 Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass
threaded fittings including fixing the pipe with clamps
at 1.0m spacing. This includes jointing of pipes &
fittings with one step CPVC solvent cement and
testing of joints complete as per direction of
Engineer-in-Charge. Internal work – exposed on wall
- 25mm nominal outer dia. Pipes
60.00
m
134.17
8050.2
60
132180 Providing and fixing C.P. brass bib cock, 15mm
nominal bore of approved quality conforming to
IS:8931
155101 Providing and fixing Aluminium anodized towel rails
with brackets : a) 750mm x 20mm dia.
151011 Providing and fixing water closet squatting pan
(Indian type W.C. pan) with 100mm sand cast iron 'P'
or 'S' trap, 10 litres low level white P.V.C. flushing
cistern with manually controlled device (handle lever)
conforming to IS:7231, with all fittings and fixtures
complete including cutting and making good the walls
and floors wherever required 151011 White Vitreous
China Orissa pattern W.C. pan of size
580mmx440mm with integral type foot rests
12.00
Each
220.16
2641.92
12.00
Each
116.65
1399.8
12.00
Each 3550.36
63
131068 Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 75mm OD (SDR-7.4)
30.00
m
653.62
19608.6
64
131065
Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 40mm OD (SDR-7.4)
450.00
m
213.95
96277.5
65
131064 Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 32mm OD (SDR-7.4)
60.00
m
149.58
8974.8
61
62
Signature of Tenderer/Contractor
42604.32
36
66
67
68
69
131068
Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 75mm OD (SDR-7.4)
154010 Providing and fixing 110mm dia PVC soil, waste and
vent pipes including jointing and cost of spun yarn
and sand etc. complete
257050 Polyethylene Vinyl Chloride water storage tank with
cover and suitable locking arrangement
138043 Hoisting, fitting and fixing in position plastic moulded
water storage tank including making connection of
intake, delivery, outlet and overflow pipes etc. with all
lead & lift upto all stories. (cost of tanks/fittings to be
paid separately) 1000 litres capacity tank
18.00
m
653.62
11765.16
110.00
m
203.23
22355.3
12000
litre
6.52
78240
12.00
Each 1228.81
14745.72
132031 Providing and fixing gun metal gate valve with C.I.
Wheel of approved quality (screwed end) - 25mm
nominal bore
143241 Constructing brick masonry chamber for underground
C.I. inspection chamber and bends with 7.5 class
designation bricks in cement mortar 1:4 (1 cement : 4
coarse sand) C.I. cover with frame (light duty)
455mmx610mm internal dimensions, total weight of
cover with frame to be not less than 38kg (weight of
cover 23kg and weight of frame 15kg) R.C.C. top slab
with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20mm nominal size) foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10graded
stone aggregate 40mm nominal size), inside
plastering 12mm thick with cement mortar 1:3 (1
cement : 3 coarse sand) finished smooth with a
floating coat of neat cement on walls and bed
concrete etc. complete as per standard design
143241 Inside dimensions 455mmx610mm and 45cm
deep for single pipe line with F.P.S. bricks
12.00
Each
448.22
5378.64
24.00
Each 5458.74
131009.8
72
141011 Providing, laying and jointing glazed stoneware pipes
grade ‘A’ as per IS:651 including bends etc. with stiff
mixture of cement mortar in the proportion of 1:1 (1
cement : 1 fine sand) including testing of joints etc.
complete - 100mm diameter
300.00
m
197.69
59307
73
104050 Providing and laying pressed clay tiles (as per
approved pattern 20mm nominal thickness and of
approved size) on roofs jointed with cement mortar
1:4 (1 cement : 4 coarse sand) mixed with 2%
integral water proofing compound laid over a bed of
20mm thick cement mortar 1:4 (1 cement : 4 coarse
sand) and finished neat complete
252040, Supply of cement OPC Grade 43
294.00
sqm
395.07
116150.6
141
MT
5290
745890
70
71
74
Signature of Tenderer/Contractor
37
75
045014, Supplying reinforcement for R.C.C. work including
7101.00
Kg
53.05
straightening, cutting, bending, placing in position and
binding all complete - high yield strength deformed
bars
SW. Badagara - Reconstruction of staff Qrs. Type II - 5 Units - 1 Blocks of 4units & 1 block
II.
of 1 unit.
76
184060 Dismantling Double layer tiled roofing of any type with
62
sqm
79.48
battens boarding etc. complete including stacking of
serviceable material and disposal of unserviceable
material within 50m lead
77
184050 Dismantling Single tiled roofing of any type with
136
sqm
45.55
battens boarding etc. complete including stacking of
serviceable material and disposal of unserviceable
material within 50m lead
78
185031 Dismantling wood work in frames, trusses, purlins
1.8
cum
977.27
and rafters/reepers including stacking the material
within 50m lead Of sectional area 40 sq.cm. and
above
928
Kg
0.72
79
186011 Dismantling steel work in single sections including
dismembering & stacking within 50m lead in - R.S.
joists./ Rails
80
185020 Taking out doors, windows, clerestory window,
41
Each
41.48
cupboard shutters only (steel or wood) including
stacking within 50m lead
81
182012 Demolishing brick work including stacking of
134
cum
183.73
serviceable material and disposal of unserviceable
material within 50m lead - In lime mortar
213.00
cum
113.62
82 011011, Earth work in excavation as per approved drawings
012010, and dumping at embankment site or spoil heap,
within railway land, including 50m lead and 1.5m lift,
the lead to be measured from the centre of gravity of
excavation to centre of gravity of spoil heap; the lift to
be measured from natural ground level and paid for in
layers of 1.5m each including incidental work, as per
specifications - All kinds of soils Extra over item
011010 for excavation in foundations for buildings
and bridges to cover dressing to neat dimension and
plumbing sides etc. Note : Dressing under this item is
payable for the total quantity of excavation in
foundation and not partly.
83 031013, Providing and laying in position cement concrete of
44.00
cum 2628.37
specified proportion excluding cost of cement,
centering and shuttering - All works upto plinth level :
1:4:8 (1 cement : 4 sand : 8 graded stone aggregate
40mm nominal size)
84 061013, Random rubble masonry with hard stone in
143.00
cum 2810.01
foundation and plinth including levelling up with
concrete as per specifications, upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
85 032051, Providing and laying cement concrete 1:2:4 in damp
67.00
sqm
135.38
proof course (1 cement : 2 sand : 4 graded stone
aggregate 12.5mm nominal size - excluding the cost
of cement and including providing, fixing and removal
of forms. - 25mm thick
Signature of Tenderer/Contractor
376708.1
4927.76
6194.8
1759.09
668.16
1700.68
24619.82
24201.06
115648.3
401831.4
9070.46
38
86
87
88
89
90
91
92
93
94
95
96
97
012040, Filling, watering and ramming earth in 15cm layers in
94.00
floors and foundations with surplus earth from
foundations including 50m lead and 1.5m lift
114041 Pointing on stone work with cement mortar 1:3 (1
39.00
cement : 3 fine sand) Flush / Ruled pointing
115130 Cement washing two coats ( Ordinary portland
39.00
cement )
051018, Brick work with non-modular (FPS) bricks of class
2.00
designation 7.5 in foundation and plinth in : Cement
mortar 1:6 (1 cement : 6 course sand)
111012 12mm cement plaster of mix - 1:6 (1 cement : 6 fine
13.00
sand)
051018, Brick work with non-modular (FPS) bricks of class
114.00
051040, designation 7.5 in foundation and plinth in : Cement
mortar 1:6 (1 cement : 6 course sand) Extra for brick
work in superstructure beyond plinth level upto floor
two level :
105.00
051182, Half brick masonry with bricks of class designation
051190, 7.5 in foundations and plinth in : Cement mortar 1:4
(1 cement : 4 coarse sand) Extra for half brick
masonry in superstructure above plinth level upto
floor two level
051210, Extra for providing and placing in position 2 nos. 6mm 73.00
dia. M.S. bars at every third course of half brick
masonry {with non-modular (FPS) bricks} including
cost of M.S. bars
041011, Providing and laying in position M-20 Grade concrete
1.00
for reinforced concrete structural elements, but
excluding cost of centering, shuttering, reinforcement
and Admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability as per direction of Engineer in charge - All
work upto plinth level including raft foundation of
washable aprons, HS tank, pile cap, footings of FOB
and Platform shelter etc.
042011, Centering and shuttering including strutting, propping
etc. and removal of form for : Foundations, footings,
bases of columns, raft foundation of washable
aprons, Pile caps, Footings of FOB etc.
041012, Providing and laying in position M-20 Grade concrete
for reinforced concrete structural elements, but
excluding cost of centering, shuttering, reinforcement
and Admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability as per direction of Engineer in charge All
works in buildings above plinth level upto floor two
level
042014, Centering and shuttering including strutting, propping
etc. and removal of form for :Lintels, beams, plinth
beams, bed blocks, girders, bressumers and
cantilevers
cum
23.00
2162
sqm
86.26
3364.14
sqm
6.20
241.8
cum
4815.89
9631.78
sqm
96.19
1250.47
cum
4987.57
568583
sqm
609.78
64026.9
sqm
53.55
3909.15
cum
3426.21
3426.21
3.00
sqm
144.80
434.4
42.00
cum
3690.00
154980
102.00
sqm
206.61
21074.22
Signature of Tenderer/Contractor
39
98
99
100
101
102
103
104
105
042013, Centering and shuttering including strutting, propping 355.00
etc. and removal of form for : .Suspended floors,
roofs, landings, balconies, FOB slabs, walkway slabs
and access platform
042025, Centering and shuttering including strutting, propping 324.00
etc. and removal of form for : .Edges of slabs and
beams in floors and walls under 20cm wide
042016, Centering and shuttering including strutting, propping
7.00
etc. and removal of form for : Stairs (excluding
landings) except spiral-staircases
3.00
042022, Centering and shuttering including strutting, propping
etc. and removal of form for : Vertical and horizontal
fins individually or forming box louvers band, facias
and eaves boards
043014, Providing, hoisting and fixing in position upto floor two 2.00
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge In Shelves, cantilevers, chajjas,
sunshades etc.
072015, Providing and fixing panelled/glazed or panelled and
33.00
glazed shutters for doors, windows and clerestory
windows including ISI marked black enamelled M.S.
butt hinges with necessary screws excluding,
panelling/glazing which will be paid for separately
Kail, venteak, pillamarudhu or locally available
comparable species of good country wood (to be
listed by respective railway) - 35mm thick
072016, Providing and fixing panelled/glazed or panelled and
28.00
glazed shutters for doors, windows and clerestory
windows including ISI marked black enamelled M.S.
butt hinges with necessary screws excluding,
panelling/glazing which will be paid for separately
Kail, venteak, pillamarudhu or locally available
comparable species of good country wood (to be
listed by respective railway) - 30mm thick
32.00
072022, Providing and fixing panelling/glazing or panelling &
glazing in panelled/glazed or panelled & glazed
shutters for doors, windows & clerestory windows
(area of opening for panel inserts excluding portion
inside grooves or rebates to be measured).
Panelling/glazing for panelled/glazed or panelled &
glazed shutters 25mm to 40mm thick Hollock wood
or locally available comparable species of country
wood (to be listed by respective railway). - Kiln
seasoned & chemically treated - 15mm thick
sqm
244.27
86715.85
m
171.30
55501.2
sqm
502.2
3515.4
sqm
419.9
1259.7
cum
4742.25
9484.5
sqm
2573.45
84923.85
sqm
2320.03
64960.84
sqm
1677.56
53681.92
Signature of Tenderer/Contractor
40
106
074232, Providing and fixing M.S. grills of required pattern in
frames of windows etc. with M.S. flats, square or
round bars etc. all complete Fixed to opening /
wooden frames with rawl plugs screws etc.
674.00
Kg
75.97
51203.78
107
078130, Providing and fixing factory made P.V.C. door frame
of size 50mmx47mm with a wall thickness of 5mm,
made out of extruded 5mm rigid PVC foam sheet
mitered at corners and joined with 2 nos. of 150mm
long brackets of 15mmx15mm M.S. square tube, the
vertical door profiles to be reinforced with
19mmx19mm M.S. square tube of 19 gauge, EPDM
rubber gasket weather seal to be provided through
out the frame. The door frame to be fixed to the wall
using M.S. screws of 65mm/100mm size complete as
per manufacturers specification and direction of
Engineer-in-Charge
47.00
m
400.21
18809.87
108
078150, Providing and fixing to existing door frames 30mm
thick factory made solid both side prelaminated panel
PVC door shutter consisting of frame made out of
M.S. tubes of 19 gauge thickness and size of
19mmx19mm for styles and15mmx15mm, top &
bottom rails. M.S. frame shall have a coat of steel
primers of approved make and manufacture. M.S.
frame covered with 5mm thick heat moulded
prelaminated PVC Foam Sheet ‘C' channel as per
drawing given in IR Standard Specifications complete
in all respect
14.00
sqm
2107.54
29505.56
109
075011, Providing and fixing M.S. pressed butt hinges
81.00
generally conforming to IS:1341, bright satin finish
with necessary screws etc. complete of size 125mmx65mmx2.12mm
075012, Providing and fixing M.S. pressed butt hinges
108.00
generally conforming to IS:1341, bright satin finish
with necessary screws etc. complete of size 100mmx58mmx1.9mm
075052, Providing and fixing M.S. sliding door bolts generally
81.00
conforming to IS:281, bright satin finish or black stone
enamelled with nuts and screws etc. complete of size
250mmx16mm
075061, Providing and fixing M.S. tower bolts generally
20.00
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 250mmx10mm
075062, Providing and fixing M.S. tower bolts generally
20.00
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 200mmx10mm
Each
38.93
3153.33
Each
27.94
3017.52
Each
167.77
13589.37
Each
71.04
1420.8
Each
58.37
1167.4
110
111
112
113
114
075063, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 150mmx10mm
35.00
Each
45.39
1588.65
115
075064, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 100mmx10mm
108.00
Each
34.28
3702.24
Signature of Tenderer/Contractor
41
116
075071, Providing and fixing M.S. door handles with
necessary screws etc. complete : 125mm
20.00
Each
17.93
358.6
117
075072, Providing and fixing M.S. door handles with
necessary screws etc. complete : 100mm
10.00
Each
12.71
127.1
118
043018, Providing, hoisting and fixing in position upto floor two 1.00
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge In door and window frames
043012, Providing, hoisting and fixing in position upto floor two 2.00
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge - In small lintels upto 1.50m clear
span
031052, Providing and laying in position cement concrete of M
2.00
20 grade, excluding the cost of cement and of
centering and shuttering, as per direction of the
Engineer in charge : All works above plinth level in
retaining walls, walls (of any thickness) including
attached pilasters, columns, pillars, posts, struts,
buttresses, anchor blocks, parapets, copings, bed
blocks, string or lacing courses, window sills, fillets,
kerbs, steps etc.
042024, Centering and shuttering including strutting, propping
10.00
etc. and removal of form for :Small lintels not
exceeding 1.5m clear span, moulding as in cornices,
window sills, string courses, bands, copings, bed
plates, anchor blocks and items of similar shape and
size
111012 12mm cement plaster of mix - 1:6 (1 cement : 6 fine
1294.00
sand)
111160 6mm cement plaster 1:3 to CC/RCC in columns,
123.00
beams, stairs etc when specifically ordered except
underside of ceiling
cum
3942.18
3942.18
cum
4707.83
9415.66
cum
3212.24
6424.48
sqm
106.51
1065.1
sqm
96.19
124469.9
sqm
75.35
9268.05
119
120
121
122
123
Signature of Tenderer/Contractor
42
124
031012, Providing and laying in position cement concrete of
specified proportion excluding cost of cement,
centering and shuttering - All works upto plinth level :
1:3:6 (1 cement : 3 sand : 6 graded stone aggregate
40mm nominal size)
9.00
cum
2888.71
25998.39
125
012050, Supplying and filling sand in plinth and under floors
including watering, ramming, consolidating and
dressing complete
095021, Providing and fixing ceramic tiles conforming to
IS:15622 of manufacturers approved by railway in all
colours, shades, design and abrasion resistance
class as approved by the Engineer-in-Charge in
floors and landings over 20mm thick bed of cement
mortar 1:4 (1 cement : 3 coarse sand) including
pointing in white cement mixed with pigment of
matching shade complete - Of Group B-II Clause 5.1
(for abrasion resistance) of IS:15622 (Ceramic Floor
Tiles) of size 300mmx300mm
3.00
cum
2314.74
6944.22
229.00
sqm
512.51
117364.8
55.00
sqm
471.84
25951.2
sqm
9.24
10857
sqm
11.58
5512.08
sqm
45.98
6988.96
sqm
50.18
752.7
m
113.12
1923.04
126
127
095012, Providing and fixing Ist quality ceramic tiles
conforming to Group B-III (Ceramic Wall Tiles) of
IS:15622 of manufacturers approved by railway in all
colours, shades, and design as approved by the
Engineer-in-Charge in skirting, risers of steps and
dado over 12mm thick bed of cement mortar 1:3 (1
cemen : 3 coarse sand) including pointing in white
cement mixed with pigment of matching shade
complete - 200x300 mm
128
115011 White washing with lime to give an even shade - New 1175.00
work (three or more coats)
115031 Colour washing such as green, blue or buff to give an 476.00
even shade New work (two or more coats) with a
base coat of white washing with lime
121020 Painting wood work with Deluxe Multi Surfaces Paint 152.00
of required shade. Two or more coat applied @ 0.90
litre/10sqm over an under coat of primer, applied @
0.75 litre/10sqm of approved brand or manufacture
121030 Painting Steel work with Deluxe Multi Surface Paint to 15.00
give an even shade. Two or more coats applied @
0.90 litre/10sqm over an under coat of primer applied
@ 0.80 litre/10sqm of approved brand or manufacture
131082 Providing and fixing Chlorinated Polyvinyl Chloride
17.00
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass
threaded fittings including fixing the pipe with clamps
at 1.0m spacing. This includes jointing of pipes &
fittings with one step CPVC solvent cement and
testing of joints complete as per direction of
Engineer-in-Charge. Internal work – exposed on wall
- 20mm nominal outer dia. Pipes
129
130
131
132
Signature of Tenderer/Contractor
43
133
131083 Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass
threaded fittings including fixing the pipe with clamps
at 1.0m spacing. This includes jointing of pipes &
fittings with one step CPVC solvent cement and
testing of joints complete as per direction of
Engineer-in-Charge. Internal work – exposed on wall
- 25mm nominal outer dia. Pipes
25.00
m
134.17
3354.25
134
132180 Providing and fixing C.P. brass bib cock, 15mm
nominal bore of approved quality conforming to
IS:8931
155101 Providing and fixing Aluminium anodized towel rails
with brackets : a) 750mm x 20mm dia.
5.00
Each
220.16
1100.8
5.00
Each
116.65
583.25
5.00
Each
3550.36
17751.8
15.00
m
653.62
9804.3
135
136
137
151011 Providing and fixing water closet squatting pan
(Indian type W.C. pan) with 100mm sand cast iron 'P'
or 'S' trap, 10 litres low level white P.V.C. flushing
cistern with manually controlled device (handle lever)
conforming to IS:7231, with all fittings and fixtures
complete including cutting and making good the walls
and floors wherever required 151011 White Vitreous
China Orissa pattern W.C. pan of size
580mmx440mm with integral type foot rests
131068 Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 75mm OD (SDR-7.4)
138
131065
Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 40mm OD (SDR-7.4)
225.00
m
213.95
48138.75
139
131064 Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 32mm OD (SDR-7.4)
25.00
m
149.58
3739.5
Signature of Tenderer/Contractor
44
140
141
142
143
144
145
131068
Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 75mm OD (SDR-7.4)
154010 Providing and fixing 110mm dia PVC soil, waste and
vent pipes including jointing and cost of spun yarn
and sand etc. complete
9.00
m
653.62
5882.58
50.00
m
203.23
10161.5
litre
6.52
32600
Each
1228.81
6144.05
5.00
Each
448.22
2241.1
11.00
Each
5458.74
60046.14
257050 Polyethylene Vinyl Chloride water storage tank with
5000.00
cover and suitable locking arrangement
5.00
138043 Hoisting, fitting and fixing in position plastic moulded
water storage tank including making connection of
intake, delivery, outlet and overflow pipes etc. with all
lead & lift upto all stories. (cost of tanks/fittings to be
paid separately) 1000 litres capacity tank
132031 Providing and fixing gun metal gate valve with C.I.
Wheel of approved quality (screwed end) - 25mm
nominal bore
143241 Constructing brick masonry chamber for underground
C.I. inspection chamber and bends with 7.5 class
designation bricks in cement mortar 1:4 (1 cement : 4
coarse sand) C.I. cover with frame (light duty)
455mmx610mm internal dimensions, total weight of
cover with frame to be not less than 38kg (weight of
cover 23kg and weight of frame 15kg) R.C.C. top slab
with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20mm nominal size) foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10graded
stone aggregate 40mm nominal size), inside
plastering 12mm thick with cement mortar 1:3 (1
cement : 3 coarse sand) finished smooth with a
floating coat of neat cement on walls and bed
concrete etc. complete as per standard design
143241 Inside dimensions 455mmx610mm and 45cm
deep for single pipe line with F.P.S. bricks
146
141011 Providing, laying and jointing glazed stoneware pipes
grade ‘A’ as per IS:651 including bends etc. with stiff
mixture of cement mortar in the proportion of 1:1 (1
cement : 1 fine sand) including testing of joints etc.
complete - 100mm diameter
150.00
m
197.69
29653.5
147
104050 Providing and laying pressed clay tiles (as per
approved pattern 20mm nominal thickness and of
approved size) on roofs jointed with cement mortar
1:4 (1 cement : 4 coarse sand) mixed with 2%
integral water proofing compound laid over a bed of
20mm thick cement mortar 1:4 (1 cement : 4 coarse
sand) and finished neat complete
252040, Supply of cement OPC Grade 43
147.00
sqm
395.07
58075.29
61.6
MT
5290
325864
148
Signature of Tenderer/Contractor
45
149
045014, Supplying reinforcement for R.C.C. work including
2871.00
straightening, cutting, bending, placing in position and
binding all complete - high yield strength deformed
bars
SW. Kadalundi - Reconstruction of staff Qrs. Type II - 3 Units in
III. GF
150 184050 Dismantling Single tiled roofing of any type with
42
battens boarding etc. complete including stacking of
serviceable material and disposal of unserviceable
material within 50m lead
151 185031 Dismantling wood work in frames, trusses, purlins
0.27
and rafters/reepers including stacking the material
within 50m lead Of sectional area 40 sq.cm. and
above
152 184082 Dismantling roofing including ridges, hips valleys and
48.4
gutters etc. and stacking the material within 50m lead
- Asbestos sheet
153 181030 Demolishing R.C.C. work including cutting and
0.95
stacking of steel bars and disposal of unserviceable
material within 50m lead. (Extra payment for
scraping, cleaning and straightening of bars to be
made separately)
154 185020 Taking out doors, windows, clerestory window,
32
cupboard shutters only (steel or wood) including
stacking within 50m lead
155 182013 Demolishing brick work including stacking of
65.66
serviceable material and disposal of unserviceable
material within 50m lead - In lime mortar
210.00
156 011011, Earth work in excavation as per approved drawings
012010, and dumping at embankment site or spoil heap,
within railway land, including 50m lead and 1.5m lift,
the lead to be measured from the centre of gravity of
excavation to centre of gravity of spoil heap; the lift to
be measured from natural ground level and paid for in
layers of 1.5m each including incidental work, as per
specifications - All kinds of soils Extra over item
011010 for excavation in foundations for buildings
and bridges to cover dressing to neat dimension and
plumbing sides etc. Note : Dressing under this item is
payable for the total quantity of excavation in
foundation and not partly.
157 031013, Providing and laying in position cement concrete of
43.00
specified proportion excluding cost of cement,
centering and shuttering - All works upto plinth level :
1:4:8 (1 cement : 4 sand : 8 graded stone aggregate
40mm nominal size)
158
061013, Random rubble masonry with hard stone in
foundation and plinth including levelling up with
concrete as per specifications, upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
141.00
Kg
53.05
152306.6
sqm
45.55
1913.10
cum
977.27
263.86
sqm
17.00
822.80
cum
767.52
729.14
Each
41.48
1327.36
cum
444.52
29187.18
cum
113.62
23860.20
cum
2628.37
113019.91
cum
2810.01
396211.41
Signature of Tenderer/Contractor
46
159
032051, Providing and laying cement concrete 1:2:4 in damp
proof course (1 cement : 2 sand : 4 graded stone
aggregate 12.5mm nominal size - excluding the cost
of cement and including providing, fixing and removal
of forms. - 25mm thick
66.00
sqm
135.38
8935.08
160
012040, Filling, watering and ramming earth in 15cm layers in
floors and foundations with surplus earth from
foundations including 50m lead and 1.5m lift
114041 Pointing on stone work with cement mortar 1:3 (1
cement : 3 fine sand) Flush / Ruled pointing
90.00
cum
23.00
2070.00
38.00
sqm
86.26
3277.88
115130 Cement washing two coats ( Ordinary portland
cement )
051018, Brick work with non-modular (FPS) bricks of class
designation 7.5 in foundation and plinth in : Cement
mortar 1:6 (1 cement : 6 course sand)
38.00
sqm
6.20
235.60
2.00
cum
4815.89
9631.78
111012 12mm cement plaster of mix - 1:6 (1 cement : 6 fine
sand)
051018, Brick work with non-modular (FPS) bricks of class
051040, designation 7.5 in foundation and plinth in : Cement
mortar 1:6 (1 cement : 6 course sand) Extra for brick
work in superstructure beyond plinth level upto floor
two level :
10.00
sqm
96.19
961.90
69.00
cum
4987.57
344142.33
051182, Half brick masonry with bricks of class designation
55.00
051190, 7.5 in foundations and plinth in : Cement mortar 1:4
(1 cement : 4 coarse sand) Extra for half brick
masonry in superstructure above plinth level upto
floor two level
051210, Extra for providing and placing in position 2 nos. 6mm 44.00
dia. M.S. bars at every third course of half brick
masonry {with non-modular (FPS) bricks} including
cost of M.S. bars
041012, Providing and laying in position M-20 Grade concrete 24.00
for reinforced concrete structural elements, but
excluding cost of centering, shuttering, reinforcement
and Admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability as per direction of Engineer in charge All
works in buildings above plinth level upto floor two
level
042014, Centering and shuttering including strutting, propping
71.00
etc. and removal of form for :Lintels, beams, plinth
beams, bed blocks, girders, bressumers and
cantilevers
042013, Centering and shuttering including strutting, propping 201.00
etc. and removal of form for : .Suspended floors,
roofs, landings, balconies, FOB slabs, walkway slabs
and access platform
042025, Centering and shuttering including strutting, propping 195.00
etc. and removal of form for : .Edges of slabs and
beams in floors and walls under 20cm wide
sqm
609.78
33537.90
sqm
53.55
2356.20
cum
3690.00
88560.00
sqm
206.61
14669.31
sqm
244.27
49098.27
M
171.30
33403.50
161
162
163
164
165
166
167
168
169
170
171
Signature of Tenderer/Contractor
47
172
173
174
043014, Providing, hoisting and fixing in position upto floor two
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge In Shelves, cantilevers, chajjas,
sunshades etc.
072015, Providing and fixing panelled/glazed or panelled and
glazed shutters for doors, windows and clerestory
windows including ISI marked black enamelled M.S.
butt hinges with necessary screws excluding,
panelling/glazing which will be paid for separately
Kail, venteak, pillamarudhu or locally available
comparable species of good country wood (to be
listed by respective railway) - 35mm thick
072016, Providing and fixing panelled/glazed or panelled and
glazed shutters for doors, windows and clerestory
windows including ISI marked black enamelled M.S.
butt hinges with necessary screws excluding,
panelling/glazing which will be paid for separately
Kail, venteak, pillamarudhu or locally available
comparable species of good country wood (to be
listed by respective railway) - 30mm thick
175
072022, Providing and fixing panelling/glazing or panelling &
glazing in panelled/glazed or panelled & glazed
shutters for doors, windows & clerestory windows
(area of opening for panel inserts excluding portion
inside grooves or rebates to be measured).
Panelling/glazing for panelled/glazed or panelled &
glazed shutters 25mm to 40mm thick Hollock wood
or locally available comparable species of country
wood (to be listed by respective railway). - Kiln
seasoned & chemically treated - 15mm thick
176
074232, Providing and fixing M.S. grills of required pattern in
frames of windows etc. with M.S. flats, square or
round bars etc. all complete Fixed to opening /
wooden frames with rawl plugs screws etc.
078130, Providing and fixing factory made P.V.C. door frame
of size 50mmx47mm with a wall thickness of 5mm,
made out of extruded 5mm rigid PVC foam sheet
mitered at corners and joined with 2 nos. of 150mm
long brackets of 15mmx15mm M.S. square tube, the
vertical door profiles to be reinforced with
19mmx19mm M.S. square tube of 19 gauge, EPDM
rubber gasket weather seal to be provided through
out the frame. The door frame to be fixed to the wall
using M.S. screws of 65mm/100mm size complete as
per manufacturers specification and direction of
177
1.00
cum
4742.25
4742.25
20.00
sqm
2573.45
51469.00
16.00
sqm
2320.03
37120.48
18.00
sqm
1677.56
30196.08
377.00
Kg
75.97
28640.69
29.00
M
400.21
11606.09
Signature of Tenderer/Contractor
48
Engineer-in-Charge
178
179
180
181
182
183
184
185
186
187
188
078150, Providing and fixing to existing door frames 30mm
thick factory made solid both side prelaminated panel
PVC door shutter consisting of frame made out of
M.S. tubes of 19 gauge thickness and size of
19mmx19mm for styles and15mmx15mm, top &
bottom rails. M.S. frame shall have a coat of steel
primers of approved make and manufacture. M.S.
frame covered with 5mm thick heat moulded
prelaminated PVC Foam Sheet ‘C' channel as per
drawing given in IR Standard Specifications complete
in all respect
075011, Providing and fixing M.S. pressed butt hinges
generally conforming to IS:1341, bright satin finish
with necessary screws etc. complete of size 125mmx65mmx2.12mm
075012, Providing and fixing M.S. pressed butt hinges
generally conforming to IS:1341, bright satin finish
with necessary screws etc. complete of size 100mmx58mmx1.9mm
075052, Providing and fixing M.S. sliding door bolts generally
conforming to IS:281, bright satin finish or black stone
enamelled with nuts and screws etc. complete of size
250mmx16mm
075061, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 250mmx10mm
075062, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 200mmx10mm
075063, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 150mmx10mm
075064, Providing and fixing M.S. tower bolts generally
conforming to IS:204 (Part I) with necessary screws
etc. complete of size : 100mmx10mm
075071, Providing and fixing M.S. door handles with
necessary screws etc. complete : 125mm
075072, Providing and fixing M.S. door handles with
necessary screws etc. complete : 100mm
043018, Providing, hoisting and fixing in position upto floor two
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge In door and window frames
9.00
sqm
2107.54
18967.86
45.00
Each
38.93
1751.85
60.00
Each
27.94
1676.40
45.00
Each
167.77
7549.65
12.00
Each
71.04
852.48
12.00
Each
58.37
700.44
21.00
Each
45.39
953.19
60.00
Each
34.28
2056.80
12.00
Each
17.93
215.16
6.00
Each
12.71
76.26
1.00
cum
3942.18
3942.18
Signature of Tenderer/Contractor
49
189
190
191
192
193
194
195
043012, Providing, hoisting and fixing in position upto floor two
level M-20 Grade precast RCC work including setting
in cement mortar 1:3 (1 cement : 3 coarse sand) and
finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete
including cost of centering, shuttering, finishing,
admixtures in recommended proportion (as per
IS:9103) to accelerate, retard setting of concrete,
improve workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction of
Engineer incharge - In small lintels upto 1.50m clear
span
031052, Providing and laying in position cement concrete of M
20 grade, excluding the cost of cement and of
centering and shuttering, as per direction of the
Engineer in charge : All works above plinth level in
retaining walls, walls (of any thickness) including
attached pilasters, columns, pillars, posts, struts,
buttresses, anchor blocks, parapets, copings, bed
blocks, string or lacing courses, window sills, fillets,
kerbs, steps etc.
042024, Centering and shuttering including strutting, propping
etc. and removal of form for :Small lintels not
exceeding 1.5m clear span, moulding as in cornices,
window sills, string courses, bands, copings, bed
plates, anchor blocks and items of similar shape and
size
111012 12mm cement plaster of mix - 1:6 (1 cement : 6 fine
sand)
111160 6mm cement plaster 1:3 to CC/RCC in columns,
beams, stairs etc when specifically ordered except
underside of ceiling
031012, Providing and laying in position cement concrete of
specified proportion excluding cost of cement,
centering and shuttering - All works upto plinth level :
1:3:6 (1 cement : 3 sand : 6 graded stone aggregate
40mm nominal size)
095021, Providing and fixing ceramic tiles conforming to
IS:15622 of manufacturers approved by railway in all
colours, shades, design and abrasion resistance
class as approved by the Engineer-in-Charge in
floors and landings over 20mm thick bed of cement
mortar 1:4 (1 cement : 3 coarse sand) including
pointing in white cement mixed with pigment of
matching shade complete - Of Group B-II Clause 5.1
(for abrasion resistance) of IS:15622 (Ceramic Floor
Tiles) of size 300mmx300mm
2.00
cum
4707.83
9415.66
1.00
cum
3212.24
3212.24
6.00
sqm
106.51
639.06
752.00
sqm
96.19
72334.88
74.00
sqm
75.35
5575.90
9.00
cum
2888.71
25998.39
138.00
sqm
512.51
70726.38
Signature of Tenderer/Contractor
50
196
197
198
199
200
201
202
203
204
205
095012, Providing and fixing Ist quality ceramic tiles
33.00
conforming to Group B-III (Ceramic Wall Tiles) of
IS:15622 of manufacturers approved by railway in all
colours, shades, and design as approved by the
Engineer-in-Charge in skirting, risers of steps and
dado over 12mm thick bed of cement mortar 1:3 (1
cemen : 3 coarse sand) including pointing in white
cement mixed with pigment of matching shade
complete - 200x300 mm
115011 White washing with lime to give an even shade - New 705.00
work (three or more coats)
115031 Colour washing such as green, blue or buff to give an 255.00
even shade New work (two or more coats) with a
base coat of white washing with lime
89.00
121020 Painting wood work with Deluxe Multi Surfaces Paint
of required shade. Two or more coat applied @ 0.90
litre/10sqm over an under coat of primer, applied @
0.75 litre/10sqm of approved brand or manufacture
121030 Painting Steel work with Deluxe Multi Surface Paint to 9.00
give an even shade. Two or more coats applied @
0.90 litre/10sqm over an under coat of primer applied
@ 0.80 litre/10sqm of approved brand or manufacture
131082 Providing and fixing Chlorinated Polyvinyl Chloride
10.00
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass
threaded fittings including fixing the pipe with clamps
at 1.0m spacing. This includes jointing of pipes &
fittings with one step CPVC solvent cement and
testing of joints complete as per direction of
Engineer-in-Charge. Internal work – exposed on wall
- 20mm nominal outer dia. Pipes
131083 Providing and fixing Chlorinated Polyvinyl Chloride
15.00
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass
threaded fittings including fixing the pipe with clamps
at 1.0m spacing. This includes jointing of pipes &
fittings with one step CPVC solvent cement and
testing of joints complete as per direction of
Engineer-in-Charge. Internal work – exposed on wall
- 25mm nominal outer dia. Pipes
132180 Providing and fixing C.P. brass bib cock, 15mm
3.00
nominal bore of approved quality conforming to
IS:8931
155101 Providing and fixing Aluminium anodized towel rails
3.00
with brackets : a) 750mm x 20mm dia.
151011 Providing and fixing water closet squatting pan
3.00
(Indian type W.C. pan) with 100mm sand cast iron 'P'
or 'S' trap, 10 litres low level white P.V.C. flushing
cistern with manually controlled device (handle lever)
conforming to IS:7231, with all fittings and fixtures
complete including cutting and making good the walls
and floors wherever required 151011 White Vitreous
China Orissa pattern W.C. pan of size
580mmx440mm with integral type foot rests
sqm
471.84
15570.72
sqm
9.24
6514.20
sqm
11.58
2952.90
sqm
45.98
4092.22
sqm
50.18
451.62
m
113.12
1131.20
m
134.17
2012.55
Each
220.16
660.48
Each
116.65
349.95
Each
3550.36
10651.08
Signature of Tenderer/Contractor
51
206
131068 Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 75mm OD (SDR-7.4)
207
131065
208
131064
209
131068
210
154010
211
257050
212
138043
213
132031 Providing and fixing gun metal gate valve with C.I.
Wheel of approved quality (screwed end) - 25mm
nominal bore
15.00
Providing and fixing 3 layer PP-R (Poly Propylene
225.00
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 40mm OD (SDR-7.4)
15.00
Providing and fixing 3 layer PP-R (Poly Propylene
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 32mm OD (SDR-7.4)
Providing and fixing 3 layer PP-R (Poly Propylene
9.00
Random copolymer) pipes, approved by CBRI and
conforming to IS:15801; UV stabilized & antimicrobial fusion welded, having thermal stability for
hot & cold water supply including all PP-R plain &
brass threaded polypropylene random fittings
including trenching, refilling & testing of joints
complete as per direction of Engineer-in-Charge :
External Work - PN-16 Pipe, 75mm OD (SDR-7.4)
Providing and fixing 110mm dia PVC soil, waste and
40.00
vent pipes including jointing and cost of spun yarn
and sand etc. complete
Polyethylene Vinyl Chloride water storage tank with
3000.00
cover and suitable locking arrangement
Hoisting, fitting and fixing in position plastic moulded
3.00
water storage tank including making connection of
intake, delivery, outlet and overflow pipes etc. with all
lead & lift upto all stories. (cost of tanks/fittings to be
paid separately) 1000 litres capacity tank
3.00
m
653.62
9804.30
m
213.95
48138.75
m
149.58
2243.70
m
653.62
5882.58
m
203.23
8129.20
litre
6.52
19560.00
Each
1228.81
3686.43
Each
448.22
1344.66
Signature of Tenderer/Contractor
52
214
215
216
217
218
9.00
143241 Constructing brick masonry chamber for underground
C.I. inspection chamber and bends with 7.5 class
designation bricks in cement mortar 1:4 (1 cement : 4
coarse sand) C.I. cover with frame (light duty)
455mmx610mm internal dimensions, total weight of
cover with frame to be not less than 38kg (weight of
cover 23kg and weight of frame 15kg) R.C.C. top slab
with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20mm nominal size) foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10graded
stone aggregate 40mm nominal size), inside
plastering 12mm thick with cement mortar 1:3 (1
cement : 3 coarse sand) finished smooth with a
floating coat of neat cement on walls and bed
concrete etc. complete as per standard
design 143241 Inside dimensions 455mmx610mm
and 45cm deep for single pipe line with F.P.S. bricks
141011 Providing, laying and jointing glazed stoneware pipes 150.00
grade ‘A’ as per IS:651 including bends etc. with stiff
mixture of cement mortar in the proportion of 1:1 (1
cement : 1 fine sand) including testing of joints etc.
complete - 100mm diameter
Each
5458.74
49128.66
m
197.69
29653.50
147.00
sqm
395.07
58075.29
104050 Providing and laying pressed clay tiles (as per
approved pattern 20mm nominal thickness and of
approved size) on roofs jointed with cement mortar
1:4 (1 cement : 4 coarse sand) mixed with 2%
integral water proofing compound laid over a bed of
20mm thick cement mortar 1:4 (1 cement : 4 coarse
sand) and finished neat complete
252040, Supply of cement OPC Grade 43
43.8
MT
5290
231702.00
045014, Supplying reinforcement for R.C.C. work including
1511.00
Kg
53.05
80158.55
straightening, cutting, bending, placing in position and
binding all complete - high yield strength deformed
bars
Total Amount of SRUSSOR Item is Rs. 12118193
RATE IN FIGURES Percentage
RATE IN WORDS (In CAPITAL LETTERS) Percentage
)
( Items Two Hundred and Eighteen Only
Signature of Tenderer/Contractor
53
ANNEXURE – IV
Southern Railway
Palghat Division
SCHEDULE – B
List of items of works that are not covered by the printed Southern Railways Unified Standard
Schedule Of Rates 2011 for which the Tenderer / Contractor has to quote individual rates for each item.
Name of work :- Calicut Section ( Way side station ) - Rebuilding of staff Qrs. Type II - 20
units on age cum condition basis in lieu of Type I Qrs.
Sanction Nos :- ADRM' s Sanc. No: J / W. 399 / 16 / 1 / 11-12 dt. 08.05.2012
Approximate cash value : Rs.1,23,43,666 / Name of Tenderer / Contractor :
Sl.
Description of work
Qty
Unit
No.
SW. Quilandi - Reconstruction of staff Qrs. Type II 12 Units - 3 Blocks of 4units ( 2 in GF & 2
I. in FF )
1 Providing pre cast Reinforced cement concrete jali of approved
7.00 sqm
design with 1:2:4 mix (1 cement : 2 sand : 4 stone chips
12.5mm nominal size) and fixing in position with cement mortar
1:3 (1 cement : 3 coarse sand) including the cost of centering,
shuttering and finishing complete including the cost of
reinforcement steel, cement and of plastering of jambs, sills and
soffits, etc. complete and as directed by the Engineer in charge.
( All labour and materials including cement and steel by the
Tenderer / Contractor only )
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
Signature of Tenderer/Contractor
54
2
Providing chimney & flue arrangements of 50mm thick using
RCC M25 mix and expanded metal reinforcement in Ground
floor, plastering inside and outside with cement mortar, 1:3 mix,
including white washing two coats, etc. complete as shown in
Drg. No. SQ/2/3V and as directed by the Engineer in charge.
The inside measurement of flue to be 23 x 23cm shall be taken
upto the floor slab (All labour and materials including cement
and steel by the Tenderer/ contractor only)
6.00
set
6.00
set
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
3
Providing chimney & flue arrangements of 50mm thick using
RCC M25 mix and expanded metal reinforcement in First Floor,
plastering inside and outside with cement mortar, 1:3 mix,
including white washing two coats, etc. complete as shown in
Drg. No. SQ/2/3V. The inside measurement of flue to be 23 x
23cm shall be taken upto the floor slab including connecting the
flue of size 23 x 23cm from Ground Floor to roof slab and first
floor to roof slab, providing chimney above roof slab with brick
masonry 11 cm thick in cm 1:4 of inside measurement of 51 x
23cm and maximum height of 76cm with suitble openings in
both sides for allowing smoke from kitchen to exit smoothly, and
plastering with cm 1:4, covering slab with RCC M25 mix with
overall eave projection of 15cm, etc. complete and as directed
by the Engineer in charge. (All labour and materials including
cement and steel by the Tenderer/ contractor only)
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
Signature of Tenderer/Contractor
55
4
Plastering with cement mortar 1:5 , 20mm thick in two coats
including providing ornamental plastering as shown in plan and
as directed by the Engineer in charge. (All labour and materials
including cement by the Tenderer/ contractor only)
66.00
sqm
15.00
m
12.00
Each
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
5
Providing brick on edge parapet as hand rail for stair case in CM
1:4, 75mm thick including plastering with CM 1:4 mix and top
rounded off and finished smooth with red oxide cement, etc.
complete as shown in plan No. SQ / 2/ 3V and as directed by
the Engineer in charge.(All labour and materials including
cement by the tenderer / Contractor only)
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
6
Providing kitchen sink of inside measurements 40x50cms size
on RCC slabs, as shown in plan No. SQ/2/3V with 11cm/7.5cm
side walls in C.M.1:4 and finished inside with fire clay bricks set
in C.M.1:3 and out side with C.M.1:3, 12mm thick, etc. complete
including providing waste water pipe out let PVC 40mm dia. to
required length, etc. complete and as directed by Engineer in
charge. ( All labour and materials including cement and steel by
the Tenderer / Contractor only )
Signature of Tenderer/Contractor
56
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
7
Supplying and fixing PVC gully trap with PVC grating of
approved quality and make to suit the gully trap chamber of size
38 x 38 x 45cms as directed by the Engineer in charge. ( All
labour and materials by the Tenderer / Contractor only )
12.00
Each
12.00
Each
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
8
Providing RCC dust bin of 660mm dia. and 686mm high over
the cement concrete base 914mm square and 150mm thick,
details as shown in plan No. 7284/
finished with thin coat of
cement plaster including curing, etc. complete with all lead and
lift and as directed by the Engineer in charge at site. ( All labour
and materials including cement and steel by the Tenderer /
Contractor only )
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
Signature of Tenderer/Contractor
57
SW. Badagara - Reconstruction of staff Qrs. Type II - 5 Units - 1 Blocks of 4units & 1 block
II. of 1 unit.
2.70 sqm
9 Providing precast Reinforced cement concrete jali of approved
design with 1:2:4 mix (1 cement : 2 sand : 4 stone chips
12.5mm nominal size) and fixing in position with cement mortar
1:3 (1 cement : 3 coarse sand) including the cost of centering,
shuttering and finishing complete including the cost of
reinforcement steel, cement and of plastering of jambs, sills and
soffits, etc. complete and as directed by the Engineer in charge.
( All labour and materials including cement and steel by the
Tenderer / Contractor only )
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
10
Providing chimney & flue arrangements of 50mm thick using
RCC M25 mix and expanded metal reinforcement in Ground
floor, plastering inside and outside with cement mortar, 1:3 mix,
including white washing two coats, etc. complete as shown in
Drg. No. SQ/2/3V and as directed by the Engineer in charge.
The inside measurement of flue to be 23 x 23cm shall be taken
upto the floor slab (All labour and materials including cement
and steel by the Tenderer/ contractor only)
3.00
set
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
Signature of Tenderer/Contractor
58
11
Providing chimney & flue arrangements of 50mm thick using
RCC M25 mix and expanded metal reinforcement in First Floor,
plastering inside and outside with cement mortar, 1:3 mix,
including white washing two coats, etc. complete as shown in
Drg. No. SQ/2/3V. The inside measurement of flue to be 23 x
23cm shall be taken upto the floor slab including connecting the
flue of size 23 x 23cm from Ground Floor to roof slab and first
floor to roof slab, providing chimney above roof slab with brick
masonry 11 cm thick in cm 1:4 of inside measurement of 51 x
23cm and maximum height of 76cm with suitable openings in
both sides for allowing smoke from kitchen to exit smoothly, and
plastering with cm 1:4, covering slab with RCC M25 mix with
overall eave projection of 15cm, etc. complete and as directed
by the Engineer in charge. (All labour and materials including
cement and steel by the Tenderer/ contractor only)
2.00
set
28.00
sqm
5.00
m
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
12
Plastering with cement mortar 1:5 , 20mm thick in two coats
including providing ornamental plastering as shown in plan and
as directed by the Engineer in charge. (All labour and materials
including cement by the Tenderer/ contractor only)
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
13
Providing brick on edge parapet as hand rail for stair case in CM
1:4, 75mm thick including plastering with CM 1:4 mix and top
rounded off and finished smooth with red oxide cement, etc.
complete as shown in plan No. SQ / 2/ 3V and as directed by
the Engineer in charge. ( All labour and materials including
cement by the tenderer / Contractor only )
Signature of Tenderer/Contractor
59
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
14
Providing kitchen sink of inside measurements 40x50cms size
on RCC slabs, as shown in plan No. SQ/2/3V with 11cm/7.5cm
side walls in C.M.1:4 and finished inside with fire clay bricks set
in C.M.1:3 and out side with C.M.1:3, 12mm thick, etc. complete
including providing waste water pipe out let PVC 40mm dia. to
required length, etc. complete and as directed by Engineer in
charge. ( All labour and materials including cement and steel by
the Tenderer / Contractor only )
5.00
Each
5.00
Each
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
15
Supplying and fixing PVC gully trap with PVC grating of
approved quality and make to suit the gully trap chamber of size
38 x 38 x 45cms as directed by the Engineer in charge. ( All
labour and materials by the Tenderer / Contractor only )
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
Signature of Tenderer/Contractor
60
16
Providing RCC dust bin of 660mm dia. and 686mm high over
the cement concrete base 914mm square and 150mm thick,
details as shown in plan No. 7284/
finished with thin coat of
cement plaster including curing, etc. complete with all lead and
lift and as directed by the Engineer in charge at site. ( All labour
and materials including cement and steel by the Tenderer /
Contractor only )
5.00
Each
2.00
sqm
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
SW. Kadalundi - Reconstruction of staff Qrs. Type II - 3 Units in
III. GF
17 Providing precast Reinforced cement concrete jali of approved
design with 1:2:4 mix (1 cement : 2 sand : 4 stone chips
12.5mm nominal size) and fixing in position with cement mortar
1:3 (1 cement : 3 coarse sand) including the cost of centering,
shuttering and finishing complete including the cost of
reinforcement steel, cement and of plastering of jambs, sills and
soffits, etc. complete and as directed by the Engineer in charge.
( All labour and materials including cement and steel by the
Tenderer / Contractor only )
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
Signature of Tenderer/Contractor
61
18
Providing chimney & flue arrangements of 50mm thick using
RCC M25 mix and expanded metal reinforcement in Ground
floor, plastering inside and outside with cement mortar, 1:3 mix,
including white washing two coats, etc. complete as shown in
Drg. No. SQ/2/3V and as directed by the Engineer in charge.
The inside measurement of flue to be 23 x 23cm shall be taken
upto the floor slab (All labour and materials including cement
and steel by the Tenderer/ contractor only)
3.00
set
17.00
sqm
3.00
Each
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
19
Plastering with cement mortar 1:5 , 20mm thick in two coats
including providing ornamental plastering as shown in plan and
as directed by the Engineer in charge. (All labour and materials
including cement by the Tenderer/ contractor only)
RATE IN FIGURES
Rupees
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
Paise only
LAKHS
THOUSAND
HUNDRED
PAISE
20
Providing kitchen sink of inside measurements 40x50cms size
on RCC slabs, as shown in plan No. SQ/2/3V with 11cm/7.5cm
side walls in C.M.1:4 and finished inside with fire clay bricks set
in C.M.1:3 and out side with C.M.1:3, 12mm thick, etc. complete
including providing waste water pipe out let PVC 40mm dia. to
required length, etc. complete and as directed by Engineer in
charge. ( All labour and materials including cement and steel by
the Tenderer / Contractor only )
Signature of Tenderer/Contractor
62
RATE IN FIGURES
Rupees
Paise only
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
LAKHS
THOUSAND
HUNDRED
PAISE
21
Supplying and fixing PVC gully trap with PVC grating of
approved quality and make to suit the gully trap chamber of size
38 x 38 x 45cms as directed by the Engineer in charge. ( All
labour and materials by the Tenderer / Contractor only )
3.00
Each
3.00
Each
RATE IN FIGURES
Rupees
Paise only
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
LAKHS
THOUSAND
HUNDRED
PAISE
22
Providing RCC dust bin of 660mm dia. and 686mm high over
the cement concrete base 914mm square and 150mm thick,
details as shown in plan No. 7284/ finished with thin coat of
cement plaster including curing, etc. complete with all lead and
lift and as directed by the Engineer in charge at site. ( All labour
and materials including cement and steel by the Tenderer /
Contractor only )
RATE IN FIGURES
Rupees
Paise only
RATE IN WORDS (In CAPITAL LETTERS)
R U P E E S
LAKHS
THOUSAND
HUNDRED
PAISE
( Items Twenty Two Only )
Signature of Tenderer/Contractor
63
OT 11.2010 onwards
PRICE VARIATION
1. Price Variation Clause (PVC) shall be applicable for tenders of value more than Rs.50 lakhs
irrespective of the contract completion period and PVC shall not be applicable to tenders of value less
than Rs.50 lakhs.
Materials supplied free by Railways to the contractor will fall outside the purview of PVC.
Price Variation is payable/Recoverable during the extended period of the contract also, provided the
Price Variation Clause was part of the original contract and the extension has been granted on
administrative ground i.e.; under clause 17-A(i) or (ii) or (iii) of GCC.
4.. If the rates quoted in negotiated tender is accepted, the base month for price variation clause is the
month in which negotiations are held.
5. The demands for escalation of the cost may be allowed on the basis of provisional indices made
available by the Reserve Bank of India. Any adjustment needed to be done, based on the finally
published indices, is to be made when they become available.
6. If, in any case, the accepted offer includes some specific payments to be made to consultants or
some material supplied by Railway at a fixed rate, such payments should be excluded from the gross
value of the works for the purpose of payment/recovery of variations.
7. The price variation implies both increase as well as decrease in input prices and, therefore, price
variation during the currency of the contract may result in extra payment or recovery as the case may
be.
8. Price of steel and cement are to be linked with the Wholesale Price Index of the respective sub
groups as per RBI index numbers. Henceforth, the formula for calculating the amount of variation on
account of variation in prices of Steel and Cement would be as indicated as per formula of price
escalation for cement and steel, (as advised by Board’s letter No.85/W.I/CT/7/Pt.1 dated
18/19/04/06).
9. The revised weightage would be applied on the value arrived at after deducting the cost of steel &
cement from the total contract value.
10. The tender schedule is having separate items for ‘Supply of Steel’ and ‘supply of Cement’ for
RCC/PSC work to know the cost of steel and cement actually consumed at any given point of
time.
11. The rates quoted by Tenderer and accepted by Railway Administration shall hold good till the
completion of the work and no additional individual claim will be admissible (Unless otherwise
expressly stated elsewhere in the tender conditions) on account of fluctuation in market rates,
increase in Taxes/any other levies/tolls etc., except that payment/recovery for overall market
situation shall be made as per price variation clause.
12. No cognizance will be given for sort of fluctuations in taxes and other market conditions etc.,
(Unless otherwise expressly stated elsewhere in the tender conditions) for any individual item for
the purpose of making adjustments in payments. The contract shall, however, be governed by the
general price variation clause.
Signature of Tenderer/Contractor
64
13. Adjustments for variation in prices of materials, labour, fuel shall be determined in the manner
prescribed below:The percentage of labour components, materials components, fuel components, etc, in various
types of works will be:a. Earth work contract:Labour component
50%
Fuel component
20%
Other materials component
15%
Fixed component
15% No Price Variation
b. Ballast and quarry Products Contracts:Labour component
55%
Fuel component
15%
Other materials component
15%
Fixed component
15% No Price Variation
c. Tunneling Contracts:Labour component
45%
Fuel component
15%
Explosive component
15%
Detonators component
5%
Other material component
5%
Fixed Component
15% No Price Variation
d. Other Works contract:Labour Component
30%
Other materials component
25%
Fuel Component
15%
Fixed Component
30% No Price Variation
If, in any case, the accepted offer includes some specific payment to be made to consultants or some
materials supplied by Railway at fixed rates, such payments should be excluded from the gross value of
the work for purpose of payment/recovery of variations.
Signature of Tenderer/Contractor
65
The amount of variation in price in the several components (Labour, materials etc.) shall be worked out
by the following formulae:(i)
L
(ii)
M
(iii)
=
=
=
R x (F – Fo)
------------Fo
x
Z
-----100
X
=
R x (E – Eo)
------------Eo
x
S
-----100
=
R x (D – Do)
------------Do
x
T
-----100
N
L
=
P
-----100
Q
-----100
U
(iv)
(v)
R x (I – Io)
------------x
Io
R x (W – Wo)
------------x
Wo
Amount of Price Variation in Labour,
M =
Amount of Price Variation in materials,
U =
Amount of Price Variation in fuel,
X =
Amount of Price Variation in Explosive,
N = Amount of Price Variation in detonators.
R =
Gross value of the work done by the contractor. As per ‘On account’
bill(s) excluding cost of materials supplied by railway at fixed price.
This will also exclude specific payment, if any to be made to the
Consultants engaged by the contractor’s (such payment will be
indicated in the contractor’s offer)
Io =
Consumer price index number for industrial workers Index– All India –
Published in RBI Bulletin for the base period.
I =
Consumer price index number for industrial workers – All India – Published in RBI
Bulletin based on the average price index of the three months of the quarter under
consideration.
Wo =
Index Number of wholesale prices – By groups and sub-groups – All
commodities – as published in the RBI Bulletin for the base period.
W =
Index Number of wholesale prices – By groups and Sub-groups – All
commodities
– as published in the RBI Bulletin based on the average price index of the three months
of the quarter under consideration.
Signature of Tenderer/Contractor
66
Fo =
Index Number of wholesale prices – By Groups and Sub-groups for fuel, power, light and
lubricants as published in the RBI Bulletin for the base period.
F =
Average Index Number of wholesale prices – By Groups and Sub-Groups for fuel,
power, light and lubricants as published in the RBI Bulletin based on the average price
index of the three months of the quarter under consideration.
Eo = Cost of explosives as fixed by DGS & D in the relevant rate contract of the firm from
whom purchase of explosives are made by the contractor for the base period.
E =
Cost of explosives as fixed by DGS & D in the relevant rate contract of the firm from
whom purchase of explosives are made by the contractor based on the average price
index of the three months of the quarter under consideration.
Do = Cost of detonators as fixed by DGS & D in the relevant rate contract of the firm from
whom purchase of detonators are made by the contractor for the base period.
D = Cost of detonators as fixed by DGS & D in the relevant rate contract of the firm from
whom purchase of detonators are made by the contractor based on the average price
index of the three months of the quarter under consideration.
P =
% of Labour Component,
Q = % of Materials Component
Z =
% of Fuel Component.
S =
% of Explosive Component.
T =
% of Detonators Component.
The formula for calculating the amount of variation on account of variation in
prices of Cement would be as indicated below:
Mc
= R x (Wc –Wco)/Wco- Where
Mc
=
Amount of price variation in material (Cement)
R
=
Value of cement supplied by Contractor as per on account bill
in the quarter under consideration.
Wco =
Index No of wholesale price of subgroup (of Cement) as published in
RBI Bulletin for the base period.
Wc
=
Index No. of wholesale price of subgroup (of Cement) as published in
RBI Bulletin for the first month of the quarter under consideration.
The formula for calculating the amount of variation on account of variation
in prices of Steel would be as indicated below
Ms
= Q (Bs – Bso) Where
Ms
= Amount of price variation in steel payable /recoverable.
Q
= Weight of steel in tones supplied by the contractor as per the on account bill for the month under
consideration.
Bs
= SAIL’s ( Steel Authority of India Limited) ex – works price plus Excise duty
thereof ( in rupees per tonne ) for the relevant category of steel supplied by the
contractor as prevailing on the first day of the month on which the was purchased by the
contractor (or) as prevailing on the first day of the month in which steel was brought to
the site by the contractor whichever is lower.
Bso = SAIL’s ex-works price plus Excise Duty thereof ( in rupees per tonne) for the
relevant category of steel supplied by the contractor as prevailing on the first day of the
month in which the tender was opened.
Signature of Tenderer/Contractor
67
NOTE :
(i)
Relevant categories of steel for the purpose of operating the above price variation
formula based on
SAIL’s ex-works price plus Excise Duty thereof areas under :
S.no
1*
Category of steel supplied in the
Railway work
Reinforcement bars and other rounds
2
All types and sizes of angles.
3
All types and sizes of plates
4
All types and sizes of channels and
joists.
Any other section of steel not covered in
the above categories and excluding HTS.
5
Category of steel produced
by SAIL whose ex-works
price plus Excise Duty
thereof would be adopted to
determine
TMT 8mm IS1786 FE 415/Fe
500
Angle 65 x 65x6 mm IS 2062E
250 A SK
PM plates above 10-20 mm IS
2062 E250A SK
Channels 200x75 mm
IS
2062E250A SK
Average of price for the 3
categories
covered
underslno.1,2,3 above.
* The specification has to be referred to both for the base period and for
the period when payment is due.
NOTE: (a) The Index number for the base period will be the index number as obtained for the month of
opening of the tender and the quarter will commence from the month following the month of opening of
tender. The month of opening of tender referred in the previous sentence shall be replaced by the “Month
of opening of the concerned negotiated offer” in the event of accepting the tender by the Railway on the
basis of negotiated offer.
(b)The adjustment for variation in prices if required shall be made once every quarter in the on-account
payments. If more than one on account payment is made to the contractor in a quarter, the adjustment, if
required shall be made in each bill.
The bills for variation in prices shall be allowed on the basis of provisional indices made available by the
Reserve Bank of India. Any further adjustments needed to be done based on the finally published indices
shall be made as and when they become available or in the final bills.
PRICE VARIATION DURING EXTENDED PERIODS OF CONTRACT:
Price variation is payable/recoverable during the extended period of the contract, provided the price
variation clause was part of the original contract and the extension has been granted on administrative
ground i.e. under clause 17 A (i), (ii) and (iii) of General conditions of contract.
Signature of Tenderer/Contractor
68
SRUSSOR.2011
ANNEXURE - A
SOUTHERN RAILWAY
PALGHAT DIVISION
SPECIAL CONDITIONS OF CONTRACT
1.0)
The work under this tender shall be governed by the ‘The Schedule of Rates 2011, Southern
Railway Engineering Department” corrected up to date, “Indian Railways Unified Standard
Specifications ( Works and Materials) 2010 Volume – I and II, IRS Specifications and
approved specifications to the relevant IS codes wherever IRS specification are not available.
“The regulations for tenders and contracts”, “Special Conditions of Contract”, “Tender
Agreement form”, “General Conditions of Contract 2003 corrected up to date of submission of
tender”, “The Contract Labour (Regulation & Abolition) Act 1970” and “Central Rules, 1971”, as
amended from time to time and specific drawings issued for the purpose of this work govern this
contract. It may be noted that the “General Conditions of Contract” together with its correction
slips is not attached to the tender form. It can be obtained from the office of DRM/Works Palghat
Division, Southern Railway, Palghat-2 on production of a cash receipt for the sum of Rs.150/-+
Sales Tax (Rupees One hundred and fifty plus Sale Tax ) paid to the Divisional Cashier, Palghat2 Southern Railway, failing which it shall be deemed that the contractor is in possession of the
same.
2.0)
SITE INSPECTION BY THE CONTRACTOR:
It is under stood and agreed that the Contractor has, by careful examination, satisfied himself as to the
nature and location of the work, the conformation of the ground, the character, quality and
quantity of the materials to be encountered, the character of equipment and facilities needed
preliminary to and during the progress of the works, the general and local conditions, the labour
conditions prevailing therein and all other matters which can in any way affect the 0works under
the contract.
3.0)
If there is any variation between the description in the tender and the detailed plans, the Engineer
in charge will operate the correct description and his decision is final and binding on the
tenderer/contractor.
4.0)
The materials that are to be supplied and used for the work by the contractor should be as per the
relevant IRS Specifications/ IS codes( if no IRS specification are available) and should be
approved before use/procurement by the Engineer in charge.
5.0)
SERVICE ROADS: The Railway does not undertake to provide any service roads for the
movement of the contractor’s vehicles. The contractor can, however, make use of the service
roads, wherever they exist free of charge. Wherever required, the contractor shall form service
road to approach site of work, cost of which is included in the rate quoted. However, Railway
shall be free to use such roads for its work free of charge.
6.0)
7.0)
ANTI LARVAL WORK:
The contractor shall be responsible for anti larval work at his cost during the progress of work as may be
prescribed by the Engineer in charge on the advice of the Railway Medical authority and where the use of
insecticides is involved, it shall be made in accordance with the provision of the Act and rules in this behalf
at the cost of the contractor who shall also be solely responsible for any acts of omissions under the
provision of the aforesaid rules.
Inter-State Migrant Workmen(Regulations of employment and conditions)Act 1979 shall apply to this
contract. The contractor shall obtain a licence under the Inter-State Migrant Workmen (Regulation of
employment and conditions of service Act 1979)from the Assistant Labour Commissioner (General)
concerned if he has to employ five or more Migrant Workmen for the execution of the work.
Signature of Tenderer/Contractor
69
7.1)
The contractors shall obtain a proper and valid licence for the work from the Asst.Labour
Commissioner or the Licencing officer of the area in Form-5 under provisions of contract
Labour (Regulation and Abolition)Act 1970 read with Contract Labour (Regulation and
Abolition)Central Rules 1970, if he has to employ more than specified numbers of Labour during
the course of execution of work and shall submit the same to the Engineer(Divisional Engineer)
before commencement of the work.
7.2)
The Bonded Labour System (Abolition) Ordinance 1975 would apply to the present contract.
The contractor shall comply with the provisions thereof.
7.3)
Contractor should not employ Any Labour below Age of 15 yrs at any times either directly or
through subcontractors, any violation noticed during execution of work will invite a penalty of
Rs.2000/- per occasion.
7.4)
Tenderer(s)/Contractor(s) engaging private persons as labourers/supervisors or in any other
capacity in connection with execution of work under the contract, should get the antecedents of
all such persons verified and should ensure that only such persons, who do not have any criminal
records and/or not involved with anti-social elements and who are appropriate for carrying out
works in the railway premises or works involving safety of passenger and goods trains, are
engaged by him/them. The Tenderer(s)/ Contractor(s) should issue to all such private persons
clear photo identity cards under their authority. A list of names of such persons working in the
area should be furnished to the Engineer in-charge. The Tenderer(s)/Contractor(s) are liable for
all the commissions and omissions of all such persons engaged by them.
8.0)
Employment of Supervisory personnel: The contractor shall employ the following minimum
technical staff during the execution of work.
8.1)
One Graduate Engineer when the cost of the work is Rs. 15 lakhs and above.
8.2)
One qualified diploma holder (overseer) when the cost of the work is more than Rs.5 lakhs but
less than Rs.15 lakhs.
8.3)
The contractor should also maintain a site office at his own cost where he or his authorized
representative would be available for taking instructions and discussions. In addition technical
staff should be available at site to supervise the work and to take instructions. In case the
contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a reasonable
amount not exceeding a sum of Rs.3000/- (Rupees Three thousand) for each month of default in
case of Graduate Engineer and Rs.2000/- (Rupees Two thousand) for each month of default in
case of diploma holder (overseer).
The decision of the Engineer in charge as to the period for which the required technical staff is to
be employed by the contractor and as to the reasonableness of the amount to 9e deducted on this
account shall be final and binding on the contractor.
8.4)
9.0)
Temporary structures required for storage of cement, steel and any other materials and tools and
plants, etc have to be provided by the contractor at his own cost. These should be removed after
completion of the work. Railway will only provide suitable land for construction of the
temporary shed free of cost if feasible and readily available.
Signature of Tenderer/Contractor
70
10.0). DISMANTLING OPERATIONS & HOUSE KEEPING, COVERING AND SITE
CLEARANCE
Dismantling operations are to be carried out at the sole risk and liability of the contractor. The
contractor shall take due care to ensure that during dismantling released materials, debris, etc do
not fall down and cause any obstructions or damage to adjacent building or injury to the staff or
labourers , plant and machinery deployed for work.
10.1)
Released materials and other debris of dismantling should be removed and stacked at places as
directed by the Engineer in charge and made over to SE/PW/Works/Bridges.
10.2 ) In addition to and without prejudice to what is provided in the clause No.40(2) of the Railway’s
General Conditions of Contract, the contractor shall ensure proper housekeeping and covering
of all works, goods, materials equipments etc; at work sites without any inconvenience or
difficulty or danger to the railway users/staff and train services. The contractor shall clear the
works sites duly removing all the debris/surplus/released/scrap materials, equipments and
machinery etc; completely and properly as directed by and to the satisfaction of the Enginner -incharge and hand over the site in clear condition duly handing over all the Railway materials
completely after such stage or on entire commissioning of the work as acquired by the Railway.
10.3 ) For failure to do the above, within fifteen (15) days of receipt of notice thereof from the
Engineer-in-charge without prejudice to the other remedies available to the Railway under the
contract, payment of the on account bill shall be restricted to ninety (90 %) of the bill amount
and the balance payment shall not be payable till such time the site is covered/
cleared/returned/handed over to the Railway and a certificate to that effect is issued by the
Engineer-in-charge. The decision of the Engineer-in-charge is final in this regard and the
contractor is not eligible for any compensation and shall make no claims whatsoever.
11.0) SUPPLY OF RAILWAY PLANT, MACHINERY, ETC:
Unless otherwise specified in the tender schedule/special conditions, the contractor should make
his own arrangements for the required tools and plants and machineries, as and when required to
carry out all the items of works of the contract.
12.0) Payments as specified in the schedules will alone be admissible. No site installation charges will
be payable and the tenders with such conditions are liable to be rejected.
13.0) Any obstructions such as service lines, water pipe lines, cables, sewers, etc met with during the
progress of the work should immediately be reported to the Engineer in charge.
14.0) Temporary arrangements for maintaining continuous flow through the sewer/water mains will
have to be made by the contractor at his own cost, if the existing mains are affected during
execution of foundations as directed by the Engineer in charge. However, for underground
cables, etc encountered while excavation of the same shall be got done through separate agencies
or departmentally by the Railways.
14.1) The works should be carried out without any interference to the normal working of the railway
track and structures.
15.0)
The contractor shall be responsible for any loss/damage to railway and public property or third
party’s if it occurs during the course of execution and the railway reserves its right to have the
damages made good by the contractor.
15.1) The contractor must ensure the safety of labourers engaged by him during the course of execution
of work and/or while crossing the track and indemnify Railway against any loss or damage
arising during the course of work.
15.2) The contractor will also be held responsible for any accident or loss or damage or detention to
trains caused due to such lapses on the part of the contractor during the course of work.
16.0) The rate quoted by the tenderer shall be inclusive of any additional labour etc for leading the
materials across running tracks and no extra rate shall be paid for the same unless otherwise
specified.
Signature of Tenderer/Contractor
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16.1)
No extra payment will be made for lift/descent while loading/unloading and stacking of the
materials supplied/brought to the work site.
17.0)
All materials shall be stacked sufficiently clear of the tracks and that shall remain without any
possibility of infringing the minimum moving dimensions. Materials shall not be unloaded or
stacked over signal wires, cables and other gear or any such items causing interference to working
of Railways.
18.0) No claim for payment arising from loss or damage shall be admitted by Railways on following
grounds and they shall be treated as ‘Excepted Matters’ within the purview of clause 63 of the
General Conditions of Contract.
1) For material price variation or wages escalation on any account whatsoever and
compensation for “Force Majaure” etc .
2) For idling of machinery and/or idling of labour etc on any account.
3) On account of business loss or opportunity cost etc under any circumstance.
4) On account of any delay or hold up of the work arising out of delay in supply of drawing,
changes, modifications, alterations, additions, omissions in site lay out plans or detailed
drawings or design and/or late supply of such drawings at any stage and also due to delay in
supply of materials which are required to be arranged by Railways under this contract.
In eventuality of any of these conditions arising during the progress of this work the contractor
will be eligible for grant of extension of time as considered reasonable by Railways as provided
in clause 17(A) of the General Conditions of Contract Oct 2003. The decision of the Engineer in
Charge as to reasonability of period shall be final, conclusive and binding on the contractor.
18.1) The existing clause 17(B) of General Conditions of Contract(GCC) provides for recovery of
liquidated damages from the contractor for delay in completion of work. The competent authority
while granting extension to the currency of contract under clause 17(B) of GCC may also
consider levy of token penalty as deemed fit based on the merit of the case .
19.0) VARIATION IN QUANTITIES OF ITEMS OF CONTRACTS- LIMITS & RATES .
New Clause 42(4) to Indian Railways General Conditions of Contract
(Ref: Item-9 to Railway Board’s letter no.2007/CE-I/CT/18, dated 28.9.2007 and Item 2 to letter
no.2007/CE-I/CT/18 Pt.XII, dated 31.12.2010)
The following conditions shall govern the variation in quantities in this contract. They are
new clause 42(4) to Indian Railways General Conditions of Contract .
19.1.
Individual NS items in contracts shall be operated with variation of plus or minus 25% and
payment would be made as per the agreement rate. For this no finance concurrence would be
required
19.2). In case of increase in quantity of an individual item by more than 25% of the agreement
quantity is considered unavoidable, the same shall be got executed by floating a fresh tender. If floating
a fresh tender for operating that item is considered not practicable, quantity of that item may be operated
in excess of 125% of the agreement quantity subject to the following conditions.
(a) . Operation of an item by more than 125% of the agreement quantity needs the approval of
an officer of the rank not less than S.A Grade:
(i). Quantity operated in excess of 125% but up to 140% of the agreement quantity of the
concerned item, shall be paid 98% of the rate awarded for that item in that particular tender:
(ii). Quantities operated in excess of 140% but up to 150% of the agreement quantity of the
concerned item shall be paid at 96% of the rate awarded for that item in that particular
tender:
Signature of Tenderer/Contractor
72
(iii). Variations in quantities of individual items beyond 150% will be prohibited and would be permitted
only in exceptional unavoidable circumstances with the concurrence of associate finance and shall be paid
at 96% of the rate awarded for that item in that particular tender.
(b). The variation in quantities as per the above formula will apply only to the Individual items of the
contract and not on the overall contract value .
(c). Execution of quantities beyond 150% of the overall agreement value should not be permitted and, if
found necessary, should be only through fresh tenders or by negotiating with existing contractor, with
prior personal concurrence of FA&CAO/FA & CAO(C ) and approval of General Manager.
19.3. In case where decrease is involved during execution of contract:
(a).The contract signing authority can decrease the items up to 25% of individual item without
finance concurrence
(b).For decrease beyond 25% for individual items or 25% of contract agreement value, the approval of an
officer not less than rank of S.A Grade may be taken, after obtaining ‘No Claim Certificate’ from the
contractor and with finance concurrence, giving detailed reasons for each such decrease in the quantities
.
(c).It should be certified that the work proposed to be reduced will not be required in the same work.
19.4. The limit for varying quantities for minor value items shall be 100% (as against 25% prescribed for
other items).A minor value item for this purpose is defined as an item whose original agreement value is
less than 1% of the total original agreement value.
19. 5. No such quantity variation limit shall apply for foundation items.
19.6. As far as SOR items are concerned, the limit of 25% would apply to the value of SOR schedule as
a whole and not on individual SOR items. However, in case of NS items, the limit of 25% would apply of
the individual items irrespective of the manner of quoting the rate (single percentage rate or individual
item rate).
19.7. For the tenders accepted at Zonal Railway level, variations in the quantities will be approved by
the authority in whose powers revised value of the agreement lies.
19.8. For tenders accepted by General Manager, variations up to 125% of the original agreement value
may be accepted by General Manager.
19.9. For tenders accepted by Board Members and Railway Ministers, variations up to 110% of the
original agreement value may be accepted by General Manager.
19.10. The aspect of vitiation of tender with respect to variation in quantities should be checked and
avoided. In case of vitiation of the tender (both for increase as well as decrease of value of contract
agreement), sanction of the competent authority as per single tender should be obtained.
20.0) PRECAUTION TO BE TAKEN WHILE PLYING OF VEHICLES ADJACENT TO
RUNNING LINES TO PREVENT ACCIDENT TO TRAINS:
20.1) The contractor shall not start any work without the presence of Railway supervisor at site.
20.2) Whenever the road vehicle and /or machinery are required to work in the close vicinity of
Railway line , the work shall be so carried out is no infringement to the railway's schedule of
dimensions. For this purpose the area where road vehicles and/ or machinery are required to ply,
shall be demarcated and acknowledged by the contractor. Special care shall be taken for
turning/reversal of road vehicle/machinery without infringing the running track. Barricading shall
be provided wherever justified and feasible as per site conditions.
20.3) The look out and whistle caution orders shall be issued to the trains and speed restrictions imposed
where considered necessary. Suitable flagmen/ detonators shall be provided where necessary for
protection of trains. To facilitate the driver to whistle, a whistle board will have to be provided at
the appropriate place.
Signature of Tenderer/Contractor
73
20.4)
All vulnerable locations, where construction activity is in progress adjacent to existing Railway
lines, should be cordoned off with proper barricades. The most vulnerable locations shall be
barricaded with rail barricades projecting at least 1m above the ground. At all other locations,
barricades of not less than 1.5m height consisting of bamboo, casuarina poles and supported
horizontally by similar bamboo/casuarina poles should be provided.
20.5) All the barricades are to be painted or stuck on with red luminous paint/strips at suitable
intervals.
20.6) The entry to new banks, which run alongside the existing track should be protected by barriers,
which can be closed and opened when necessary.
20.7) At locations, which are not vulnerable, provisions of barricade can also be with.
(i) 0.6m wide and 0.3m deep trenches
or
(ii)
Stones of minimum size 30cmx15cm at 1 metre intervals and projecting 0.3m
above ground level and painted white.
20.8) Barriers shall also be provided in the case of doublings, particularly at the existing level crossings
where there is every possibility of Road vehicles entering the finished formation. These barriers
are to be opened only for the movement of Railway contractors authorised vehicle or other
Railway vehicles.
20.9 Road vehicles employed by the contractor should have the certificate for its Road worthiness and
each vehicle numbered and the license particulars maintained. Contractors should ensure that the
drivers permitted by them to work on such road vehicles are identified, counseled, certified and are
provided with photo identity cards.
20.10). Wherever the work requires the movement of road vehicles within a distance of 3.5 to 6m from
the entire line of the nearest track, such work shall be done only in the presence of Railway
employees authorized by the Engineer in charge.No part of the road vehicle will be allowed at less
than 3.5m from track centre. Cost of such Railway Employee shall be borne by the Railway.
20.11).No movement of road vehicle within 6m of Railway track shall be permitted unless the driver of
the vehicle is assisted by a helper with a whistle who shall guide him to ensure safety.
20.12).The driver of the vehicle shall always face the track, when reversing the vehicles and whenever
he cannot face the track for whatever reason, he shall invariably be assisted by a helper with a
whistle who should guide him and ensure safety.
20.13).All work sites shall be supervised by the Contractors representative as also a representative of the
Railway Organization. Contractor's representative should be issued a certificate by XEN/ADEN to
the effect that they have acquired sufficient knowledge about the safety precautions that are needed
to be followed while working near the track. Whenever work of plying road vehicles within 6m.
zone is actually in progress Look-out men should invariably be available. Lookout men will have to
be provided by the contractor, from out of the list of persons who are authorized to carryout these
duties. Authorization will be issued to the individuals, by the Engineer in charge. One supervisor
who shall be permanent staff (Gang man)loaned to JE/W/CN from the respective gangs in whose
beat, the work is in progress (to be spared by respective P.Way Engineer/Open Line) will monitor
the availability and alertness of the lookout men. In case of non-availability of lookout men, this
Railway's Supervisor shall stop further activities of plying of road vehicles. Even if no work is
executed in the night, lookout men shall patrol the beat as identified by the representative of the
construction organization to ensure the safety of the running trains, especially from any
infringement.
20.14).Working alongside the track during night hours is normally prohibited. Such work can be done in
the night only with the written permission of the Engineer in charge of the construction activity.
Where night work is permitted, lighting of the work site as required should be done.
Signature of Tenderer/Contractor
74
20.15).The contractor shall be fully responsible against loss or damage arising from working of lorries
and other machinery adjacent to the running track and making the contractor solely responsible for
any loss or damage which the Railway or the contractor or any third party may suffer.
20.16).The contractor shall be fully responsible for ensuring safety at all times and shall bear the cost of
all damages in cases of accidents/unusual occurrences resulting in damages to Railway property and
passengers.
20.17.Operators of the work executive agencies working at or near Railway track should Undergo
specified training on matters relating to - Safe working along and on the track - Salient features of
observing moving dimensions and clearances which may be imparted to such supervisors, at
Zonal/Divisional Training Schools and the cost of the such training shall be borne by the contractor
which will be Rs.930/- per trainee per day for the year 2000 with a 10% escalation per annum with
an expected duration of the course of about 3 days so as to ensure that they get acquainted with
safety precautions that are required to be taken while executing works which have bearing on the
safety of the running trains.
20.18) The unloaded ballast/ rails/sleepers / other P.Way materials after unloading along track should be
kept clear off moving dimensions and stacked as per the specified heights and distance from the
running track. Trenches should be allowed only in those locations where they do not lead to
subsidence to Railway track, as may be assessed by the Section Engineer/P.Way.
20.19) The supervisor mentioned in para 20.10 above, should be trained in protection rules and supplied
with minimum equipment required for protecting the track. Such staff should also be provided
with basic communication facility (a walkie talkie with communication facility to the nearest
station master or adjacent site) so as to communicate to the nearest station in case of
emergencies/unusual occurrences. Till it is made available, the supervisor shall use the nearest LC
gate telephone or other means of communication to relate the incident most speedily.
20.20) The supervisor/ should be counseled about safety measures. A competency certificate to the
contractor's supervisor as per proforma annexed shall be issued by ADEN which will be valid
only for the work for which it has been issued.
20.21) Supplementary site specific instructions , wherever considered necessary , shall be issued by the
Engineer in -charge .
COMPETENCY CERTIFICATE
Certified
that
Shri…………………………………………
P.
Way
supervisor
of
M/s………………………………….. has been examined regarding P.Way working on work. His knowledge
has been found satisfactory and he is capable of supervising the work safely.
Asst. Divisional Engineer.
21.0)
TAX: Income tax will be deducted at source including the surcharge, if any, at the rates notified
by the Income Tax Department from time to time and TDS certificate will be issued in form No.
16 for such deductions with each bill.
22.0) SALES TAX: Sales Tax on works contract will be deducted at source at the rates including
surcharge as notified by appropriate authority from time to time, applicable for this work from the
bills of the contractor which will be remitted to Sales Tax Authorities with respect to GST
registration No. in the concerned State (Kerala/ TamilNadu/ Karnataka). any variation in these
rates as advised by State Govt. Authorities will be on contractor's account.
22.1) A certificate for such deduction will be issued in form 21C in respect of Kerala State and Form
XXXVII for Tamilnadu for having deducted sales tax at source, with each bill.
Signature of Tenderer/Contractor
75
22.2) Contractor should quote their rates taking into account the above recovery to be made by the
Railways. In other words the rate should be inclusive of ST to be recovered by the Railway and
no reimbursement will be made to the contractor.
22.3) The above mentioned sales tax on works contract is distinct from the Sales Tax element that
might have gone into the various raw materials used by the contractor in the works concerned
and in respect of which the Railway will not be responsible for any sales tax and which will
continue to be borne by the contractor as hitherto.
23.0) Conservancy charges: Conservancy charges as per rates in force during the period of work will be
recovered from the contractors running and final bills.
24.0) PAYMENT OF EXCISE DUTY, OCTORI & MUNICIPALITY TAXES: Excise duty, Octori
and Municipal Taxes, if any, in respect of the above work has to be borne by the contractor and is
deemed to be included in the rates quoted by him.
25.0) Other taxes/levies:All rates quoted in the tenders shall be deemed to be inclusive of all taxes,
duties,royalities octroi, cess etc. payable by the contractor to the Govt.or any public body and
no additional amount/rate or claim will be entertained on this account by the Railways. Also no
claim whatsoever will be accepted by Railways on account of revision of tax rates, new taxes of
statutory nature by State/Central Govt.
26.0).ROYALTY & SEIGNIORAGE CHARGES: All payment of royalty charges and seignior age etc
in connection with extraction and supply of rubble stone/stone ballast, sand and or other minor minerals
required for the work to the State Govt or any other agency notified for the purpose by the govt, have to
be borne and paid by the contractor. The Railway Admn is entitled to deduct from the contractor and keep
in deposit such amount equal to the proportionate royalty charges from each on account bills if such a
request is received from the concerned Department and the same will be released as and when the
contractor submits a receipt/document/clearance certificate certifying that the royalty charges have been
paid by the contractor relating to the contract. The contractor will be required to obtain a final royalty
clearance certificate from the concerned state/revenue authorities/collector and produce the same to Sr
DEN/ DEN/ XEN/ADEN after completion of supply before the release of final bill.
26.1) If in any case a contractor fails to produce the clearance certificate for royalty charge, final bills
will be passed after retaining an amount equal to the amount of unpaid royalty charges, as
intimated by the revenue authorities/Collector or as calculated on the basis of relevant rates for
the payment of royalty charges applicable to the area. No claim regarding interest charges for
delayed payment of the retained amount on royalty account shall be entertained. The retained
amount will be released at the discretion of the Administration on production of clear bank
guarantee covering the amount so withheld towards the royalty charges/state taxes.
27.0).EARNEST MONEY DEPOSIT: Tenderer should submit along with the tender the requisite EMD
and tenders not accompanied with requisite EMD will be summarily rejected. Earnest money in the form
of Guarantee Bonds shall not be accepted. The Tenderer shall be required to deposit earnest money with
the tender for the due performance with the stipulation to keep the offer open till such date as specified in
the tender , under the conditions of tender. The Earnest Money Deposit(EMD) to accompany the tender
is as under.
Value of the work
EMD
(Tender Value)
For works estimated to cost upto
2% of the estimated cost of the work
Rs.1 crore
For works estimated to cost more than Rs.1 Rs.2 lakhs plus ½ % (half percent) of the
crore
excess of estimated cost of work beyond Rs.1
crore subject to a maximum of Rs.1 crore
It should be in cash or in any of the following forms.
(i)
Deposit receipts, Pay orders, Demand drafts/Banker’s Cheque. These forms of earnest
money could be either of the state Bank of India or of any of the Nationalised Banks or
by a scheduled bank.
Signature of Tenderer/Contractor
76
(ii)
Deposit Receipt executed by the schedule Banks , (other than the State Bank of India and
the Nationalised Banks ) approved by the Reserve Bank of India for this purpose.
28.0).SECURITY DEPOSIT: The security deposit shall be recovered from the
tenderers/contractors as under:
The security deposit/rate of recovery/mode of recovery shall be as under.
(a) Security deposit for each work should be 5% of the contract value.
(b) The rate recovery should be at the rate of 10% of the bill amount till the full
security deposit is recovered.
(c) Security deposit will be recovered only from the running bills of the contract and no other mode of
collecting SD such as SD in the form of instruments like Bank Guarantee and Fixed Deposit etc
shall be accepted towards security deposit.
28-1) Security deposit shall be returned to the contractor after the physical completion of the work as
certified by the competent authority. The competent authority shall normally be the authority who is
competent to sign the contract. If this competent authority is of the rank lower than JA Grade, then a JA
Grade Officer( Concerned with the work) should issued the certificates. This certificate, interalia, should
mentioned that the work has been completed in all respects and that all the contractual obligations have
been fulfilled by the contractors and that there is no due from the contractor to Railways against the
contract concerned . Before releasing the SD a non conditional and unequivocal no claim certificate
from the contractor concerned should be obtained .
28- 2) No interest will be payable on the security deposit and earnest money deposit or amount payable to
the contractor under the contract, but Government Securities deposited under aforesaid clause 27
will be payable with interest accrued thereon.
29-0)
Performance Guarantee (PG): The successful tenderer/contractor shall submit performance
guarantee for successful completion of the work as outlined below
(Clause 16(4) of the General Conditions of Contract modified .
Ref:Item-1 to Railway Board’s letter no. 2007/CE.I/CT/18 Pt.XII, dated 31.12.2010)
(a). The successful tenderer/contractor shall submit Performance Guarantee (PG) within 30 (Thirty) days
from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 30
(thirty) days and up to 60 (sixty) days from the date of issue of LOA may be given by the Authority who
is competent to sign the contract agreement . However, a penal interest of 15% per annum shall be
charged for the delay beyond 30 (thirty) days , i.e. from the 31st day after the date of issue of LOA. In
case the contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA the
contract shall be terminated duly forfeiting EMD and other dues , if any payable against that contractor .
The failed contractor shall be debarred from participating in re-tender for that work .
(b). The successful bidder may give a Performance Guarantee amounting to 5% of the contract value in
any of the following form (i) A deposit of cash (ii) Irrevocable Bank Guarantee (iii) Government
Securities including State Loan Bonds at 5 percent below the market value (iv) Deposit Receipts, Pay
orders, Demand drafts and Guarantee Bonds. These forms of performance guarantee could be either of the
State Bank of India or of any of the Nationalised banks (v) Guarantee Bonds executed or Deposits
Receipts tendered by all Scheduled Banks (vi) A Deposit in the Post Office Savings Bank (vii) A
Deposit in the National Savings Certificates (viii) Twelve years National Defence Certificates (ix) Ten
years Defence Deposits (x) National Defence Bonds and (xi) Unit Trust Certificates at 5 percent below
market value or at the face value whichever is less. Also , FDR in favour of FA&CA(free from any
encumbrance) may be accepted.
(c ).A performance Guarantee shall be submitted by the successful bidder after the letter of acceptance
has been issued, but before signing of the agreement. This Performance Guarantee shall be initially valid
up to the stipulated date of completion plus 60 days beyond that. In case, the time for completion of work
Signature of Tenderer/Contractor
77
gets extended, the contractor shall get the validity of Performance Guarantee extended to cover such
extended time for completion of work plus 60 days.
(d). The value of PG to be submitted by the contractor will not change for variation up to 25%(either
increase or decrease) incase during the course of execution , value of the contract increases by more than
25% of the original contract value, an additional Performance Guarantee amounting to 5% (five percent)
for the excess value over the original contract value shall be deposited by the contractor”.
(e). The Performance Guarantee (PG) shall be released after the physical completion of the work based on
the “Completion Certificate” issued by the competent authority stating that the contractor has completed
the work in all respects satisfactorily. The security deposit, shall , however be released only after the
expiry of the maintenance period and after passing the final bill based on “No Claim Certificate” from the
contractor .
(f). Whenever the contract is rescinded, the security deposit shall be forfeited and the Performance
Guarantee shall be en-cashed. The balance work shall be got done independently without risk and cost of
the failed contractor. The failed contractor shall be debarred from participating in the tender for executing
the balance work. If the failed contractor is a JV or a partnership firm, then every member/partner of such
a firm shall be debarred from participating in the tender for the balance work in his/her individual
capacity or as partner of any other JV/partnership firm.
(g). The engineer shall not make a claim under the Performance Guarantee except for amounts to which
the President of India is entitled under the contract (not withstanding and/or without prejudice to any
other provisions in the contract agreement) in the event of:
i)
ii)
Failure by the contractor to extend the validity of the Performance Guarantee as described
herein above, in which event the Engineer may claim the full amount of the Performance
Guarantee.
Failure by the contractor to pay President of India any amount due, either as agreed by the
contractor or determined under any of the Clauses/Conditions of the agreement, within 30
days of the service of notice to this effect by engineer.
iii)
The contract being determined or rescinded under provision of the GCC, the Performance
Guarantee shall be forfeited in full and shall be absolutely at the disposal of the President of
India.
29.01: Model Form of Bank Guarantee to be submitted by the successful tenderer is appended
below:
FORMAT MODEL FORM OF BANK GUARANTEE BOND
In consideration of the President of India (Hereinafter called “the Government”) having agreed to
exempt _____________________________________(Hereinafter called” the said Contractor’s from the
demand, under the terms and conditions of an Agreement dated _________ made between
______________ and __________________ for _____________(hereinafter called “the said
Agreement”) of Security deposit for the fulfillment by the said Contractor(s) of the terms and conditions
contained in the said Agreement, on production of a bank Guarantee for Rs. _________ (Rupees
__________________________ only)
We, ______________________ ____________
(hereinafter referred to as
(indicate the name of the bank)
“the Bank” ) at the request of ________________ (Contractor’s) do hereby undertake to pay to the
Government an amount not exceeding Rs. ____________ against any loss or damage caused to or
suffered or would be caused to or suffered by the Government by reason of any breach by the said
Contractor(s) of any of the terms or conditions contained
in the said Agreement
2
We ________________________________________ do here by
( Indicate the name of the bank)
Signature of Tenderer/Contractor
78
undertake(indicate the name of the bank) to pay the amount due any payable under this guarantee
without any demur, merely on a demand from the Government stating that the amount/claimed is due by
way of loss or damage caused to or would be caused to or suffered by the Government by reason of
breach by the said contractor(s) of any of the terms or conditions contained in the said Agreement or by
reason of the contractor(s) failure to perform the said agreement. Any such demand made on the bank
shall be conclusive as regards the amount due an payable by the Bank under this guarantee. However,
our liability under this guarantee shall be restricted to an amount not
exceeding Rs.
______________________.
3. We under-take to pay the Government any money so demanded notwithstanding any dispute or
disputes raised by the contractor(s)/supplier(s) in any suite or proceeding pending before any court of
Tribunal relating thereto our liability under this present being absolute and unequivocal.
The payment so made by us under this bond shall be a valid discharge of our liability
for payment thereunder and the contractor(s)/supplier(s) shall have no claim against us for making such
payment.
4.
We, ________________________________ further agree that the guarantee
(Indicate the name of bank)
herein contained shall remain in full force and effect during the period that would be taken for the
performance of the said Agreement and that it shall continue to be enforceable till all the dues of the
Government under or by virtue of the said Agreement have been fully paid and its claims “satisfied or
discharged or till _______________Office/Department) Ministry of ____________________ certifies
that the terms and conditions of the said Agreement have been fully and properly carried out by the said
Contractor(s) and accordingly discharges this guarantee. Unless a demand or claim under this guarantee
is made on us in writing on or before the .
We shall be discharged from all liability under this guarantee thereafter.
5.
We, ______________________ ___________________ further agree with
(indicate the name of bank)
the government that the Government shall have the fullest liberty without or consent and without
effecting in any manner our obligations hereunder to vary any of the terms and conditions of the said
Agreement or to extend time of performance by the said contractor(s) from time to time or to postpone for
any time or from time to time any of the powers exercisable by the Government against the said
Contractor(s) and to forbear or enforce any of the terms and conditions relating to the said agreement and
we shall not be relieved from our liability by reason of any such variation, or extension being granted to
the said Contractor(s) or for any forbearance, act or omission on the part of the Government or any
indulgence by the Government to the said contractor(s) or any such matter or thing whatsoever which
under the law relating to sureties would, but for this provision, have effect of so relieving us.
6.
This guarantee will not be discharged due to the change in the constitution of the Bank or the
Contractor(s)/Supplier(s).
7.
We, ______________________________ lastly undertake not
(indicate the name of bank )
to revoke this guarantee during its currency except with the previous consent of the
Government in writing. Dated the ___________ day of _________19
For ________________________________
(indicate the name of bank)
Witness
1.
2.
a) It is also insisted that the Bank Guarantee submitted by you should be sent to the concerned
authority directly by the issuing bank under Registered Post Ack. Due.
Signature of Tenderer/Contractor
79
b) If the BGs are submitted by the tenderer/contractor the issuing Branch immediately send by
Registered Post Ack. Due an unstamped duplicate copy of the Bank Guaranteed directely to the
Railways with a covering letter to compare with the original BGs and to confirm that it is in
order.
30-0) PROGRAMME OF WORK: The contractor who has been awarded the work shall as soon as
possible but not later than 15 days after the date of receipt of the acceptance letter in respect of contract
have to submit the detailed programme of work indicating the time schedule of various items of works in
the form of Bar chart/PERT/CPM showing the activities work-wise for completing the whole work within
the stipulated period of completion in consultation with the Engineer in charge of the work. If so desired
by the Engineer, the contractor shall submit further programme from time to time taking into
consideration the latest progress achieved till then.
31.0)
MOBILISATION ADVANCE AND PLANTS & MACHINERY ADVANCES :The
tenderer/contractor should note that Mobilisation Advance and Plants & Machinery advances will
not be admissible for this work. Wherever specific provision for advances are available in a
particular Tender, the interest will be charged at 12%.
32.0) PRICE VARIATION :
Price variation clause is applicable for tenders of value more than Rs.50 lakhs.
33.0) TIME: Time is essence of the contract. All works shall be completed in all respects as set out in
the tender schedule within the completion date.
34)
ELIGIBILITY CONDITIONS: The intending tenderer/contractor shall satisfy the following
eligibility criteria.
34.1) Eligibility criteria for all works costing above Rs.50 lakhs:
( Ref: item 4 of Railway Board’s letter no. 2007/CE.I/CT/18 Pt. XII of 31.12.2010)
S.No
Clause
Description
Criteria
1
Experience Should have physically completed in the At least one similar single work
last three financial years (i.e. current year for a minimum value of 35% of
and 3 previous financial years).
Advertised Tender value of
work.
2
Turn Over Total contract amount received during the
past 3 years and in the current financial Should be a minimum of 150%
year as per the current Audited balance of Advertised Tender value.
35.1)
35.2)
35.3)
35.4)
36.0)
sheet duly certified by the chartered
Accountant or attested certificates from the
employer/client, Audited balance sheet duly
certified by the chartered accountant and/or
attested certificate from the Central/State
Govt./Public
Sector
under
takings
organization/department from where the
tenderer received the payment for the work
done.
The experience and turnover certificate shall be in the name of the firm or in own name for consideration.
MOU, consortium of firms, sister concerns will not be considered towards eligibility criteria.
In case of Partener ship firms the experience and turnover certificate shall be in the name of the firm else
all the partners should have requisite experience and turnover.
For works costing less than Rs.50 lakhs, the above eligibility conditions will not be applicable However,
the tenderer/contractor shall submit necessary testimonials and documents along with the tender so that his
capability to undertake the work can be gauged to the satisfaction of the Engineer In Charge. Tenders
submitted without the requisite testimonials are liable to be rejected.
The following documents should be submitted along with tender as per enclosed proforma:
a) List of personnel, organization available on hand and proposed to be engaged for the
subject work;
Signature of Tenderer/Contractor
80
b) List of plant and machinery available on hand (own) and proposed to be inducted (own
and hired to be given separately) for the subject work.
c) List of works completed in the last three financial years giving description of work,
organization for whom executed, approximate value of contract at the time of award, date
of award and date of scheduled completion of work, date of actual start, actual
completion and final value of contract should also be given.
d) List of works on hand indicating description of work, contract value, approximate value
of balance work yet to be done and date of award.
Note: 1) In case of items (c) and (d) above, supportive documents/certificates from the organizations with
whom they worked/are working should be enclosed. The certificate issued minimum at the level of
Sr.DEN/DEN for open line works, Dy. CE for construction organisation and Executive Engineer in case
of other departments will only be taken into consideration.
2) Certificates from private individuals for whom such works are executed/being executed will not be
accepted.
37.0) Emergency works: The vehicles and equipment of contractors will be drafted by Railway
Administration in case of accidents/natural calamities involving human lives. The item will be
operated as a Non Schedule (NS) item as per the existing norms and powers delegated to the
Railways.
38.0)
.The acceptance letter issued by the railways will form a binding contract between Railways and
the contractor, till such time agreement is made and signed by the contractor.
39.0) Guarantee/Warranty Clause. Wherever supply of materials as part of the tender is involved the
contractor should be bound to guarantee that the said goods/stores/articles would continue to
conform the description and quality as aforesaid, for a period of 30 months after their delivery or
24 months from the date of placement in service whichever shall be sooner, and this warranty
shall survive notwithstanding the fact that the goods/stores/articles may have been inspected,
accepted and payment therefore made by the purchaser.10 %(Ten percent) of the rate paid for the
particular item will be kept as retention money by the Railway Administration till the
warranty/Guarantee period is over. The contractor shall produce Fixed Deposit Receipt in favour
of Senior Divisional Finance Manager ,Southern Railway Palghat –678002 for equal amount of
retention money till the warranty/Guarantee period is over.
40-0) COMPLETION PERIOD: The work shall be completed in all respects within _Eight _
months from the date of issue of letter of acceptance of this tender.
41-0) MAINTENANCE PERIOD: The maintenance period of work shall be-Three - month.
42-0) 42.0) If the amount undertaken or ordered to be paid is stated differently in figures and
in words in the tender document, the amount stated in words shall be the amount
undertaken or to be paid.
The percentage and rates quoted must be clearly written in figures and in words and the
percentage (in case of SRUSSOR 2011 items) will apply to all the items in all the
chapters covered in the schedule of SRUSSOR 2011 items. If there are any variation
between the rates quoted in figures and words, the rates quoted in ‘Words’ shall be taken
as correct.
43.0) Vitiation Clause: In the event of vitiation occurring due to increase or decrease in quantities among
the first, second and third lowest valid tenderers, the vitiation shall be to the contractors account. The
total value of the work shall be calculated at the rate offered by those tenderers and the amount payable
shall be limited to the lowest aggregate value as worked out.
Vitiation as above shall be worked out, as a whole for agreement including all variations in quantities.
Place:
Date :
Signature of Tenderer/Contractor
81
SRUSSOR-2011
Annexure – B-2
SPECIFICATION FOR BUILDING/BRIDGE WORKS
1.0) The work should be carried out as per Indian Railway Specification for materials and works as
corrected upto date of opening of Tender, approved plans and drawings issued for the work and
specification of work laid hereunder.
1.1) Para 1.3 of the Southern Railway Unified Standard Schedule of Rates 2011 regarding cost of
carriage of materials should be referred to.
.
1.2) Concrete for all reinforcement concrete work/bridge work shall be weigh batched and machine
mixed and vibrated using mechanical/electrical vibrators. Para 1.5 and 1.12 of the General instructions of
Southern Railway Unified Standard Schedule of Rates 2011 should be referred to in this connection.
2.0)
Setting out works: The contractor shall be responsible for the true and proper setting out of the
works for correctness of the position, levels, dimensions and alignment of all parts of work and for
provision of all necessary pegs, reference pillars, instrument, equipment and appliances and labour in
connection therewith. If at any time during the progress of the work any error shall appear or arise in the
position of levels, dimensions or alignments at any part of the works, the contractor on being required to
do so by the Engineer incharge shall at his own expense rectify such errors to the satisfaction of the
Engineer incharge and he shall carefully protect, preserve secure all bench marks site rails, pegs,
reference pillars and other things used in setting out of the works.
2.1)
The contractor shall have sufficient number of survey instruments such as theodolites, leveling
instruments, leveling staff etc and arrange to set out the alignment at his own cost and also establish
necessary reference pillars as required and directed by the Engineer.
3.0)
EARTH WORK: The classifications of soils in excavation shall be decided by the Engineer
incharge and his decision shall be final and binding on the contractor. Merely the use of explosives in an
excavation will not be considered as a reason for higher classification unless blasting is clearly necessary
in the opinion of the Engineer incharge.
3.1)
Excavation for foundation/foundation works etc shall include any wet excavation that may be met
with and will be paid for under the respective items of BSR, for the wet excavation or bailing out water
with or without mechanical means or for any other precautions of work which may be found necessary
during the course of execution. Even if any springs of water are met with, NO EXTRA PAYMENT will
be made other than the respective items mentioned in the BSR.
3.2)
Whenever excavation for catch water is ordered, the excavated spoils should be spread,
consolidated and sectioned to the required profile to form a bund on the down hill side of the catch water
drain. Payment for excavation shall be made under the relevant items of Schedule as the case may be and
no extra payment shall be made for consolidation and sectioning to profile for forming bund and catch
water drain.
3.3)
No payment will be made for any earthwork sinkage below ground level due to soil conditions
and payment will be made only based on the original ground levels
recorded before the commencement of the work and finished profile of the work. The contractor should
study the site conditions before tendering.
4.0)
No separate payment will be made for site clearance or jungle clearance or shrubs
clearance, brush wood, grass or other obstructions including small trees of girth not
exceeding 30 cm and the rates accepted in this contract are deemed to include all such costs
except dismantlement of structure if any which will be paid for suitably under BSR as per
the rates accepted in the tender schedule.
Signature of Tenderer/Contractor
82
5.0) Approval of Materials: Samples of all materials viz Bricks, laterite, sand, aggregate, water,
admixtures, paints, boulders, stones, cement, steel, wood required for doors, windows, ventilators, fittings
and fastenings including locking arrangements as well as all sanitary and water supply fittings etc should
be submitted to Engineer incharge and used in the work only after his specific approval. Approved
samples should be deposited with the Engineer incharge.
5.1)
The Railway will have the right to check the quality of any material required/ used for
construction like cement, steel, sand, coarse aggregate, admixtures, bricks, timber and concrete cubes etc
for its conformity with specification. The testing charges will have to be borne by the contractor.
Sufficient cube moulds will have to be supplied by the contractor at his own cost.
6.0)
CEMENT: The cement used shall be any of the following, with the prior approval of the
Divisional Engineer or as specified in the tender shedule:
a) 43 Grade Ordinary Portland cement conforming to IS:8112;
b) 53 Grade Ordinary Portland cement conforming to IS: 12269;
c) Rapid hardening Ordinary Portland cement conforming to IS: 8041;
d) High strength Portland Cement conforming to IRS: T:40;
e) Portland slag cement conforming to IS: 455 (See Note 1 ,4,5 & 6 below)
f) Portland pozzolana cement conforming to IS:1489 (See Note 2, 4, 5 & 6 below)
g) Sulphate resistance cement conforming to IS: 12330 (See Note 3 below)
Note 1: Mixing of 50% blast furnace slag with OPC cement at site shall not normally be permitted.
However in exceptional cases for bridges requiring higher levels of durability using blended cement
which is not available from manufactures, blending at site may be permitted subject to ensuring dedicated
facilities and complete mechanized process control to achieve specified quality with the special
permission of Chief Engineer/Chief Bridge Engineer.
Note 2: Portland Pozzolana cement shall not be used for PSC works. When Portland Pozzolana cement
is used in plain and reinforced concrete, it is to be ensured that proper damp curing of concrete at least for
14 days and supporting form work shall not be removed till concrete attains at least 75% of the design
strength.
Note 3: The sulphate resisting cement conforming to IS: 12330 shall be used only in such conditions
where the concrete is exposed to the risk of excessive sulphate attack e.g. concrete in contact with soil or
ground water containing excessive amount of sulphate. It shall not be used under such conditions where
concrete is exposed to risk of excessive chlorides and sulphate attack both.
Note 4: The rate of development of strength is slow in case of blended cement i.e. Portland pozzolana
cement and Portland slag cement, as compared to ordinary Portland
cement. This aspect should be taken care while planning to use blended cement. Accordingly stage of
pre-stressing period of removal of form work and period of curing etc should be suitably increased.
Note 5: Compatibility of chemical admixtures and super plasticizers with Portland Pozzolana cement and
Portland blast furnace slag cement shall be ensured by trials before use.
Note 6: Some other properties of concrete such as modulus of elasticity, tensile strength, creep and
shrinkage are not likely to be significantly different. For design purposes, it will be sufficiently accurate
to take the same value as those used for concrete made with OPC.
6.1)
Cement to be used on the works should be procured from the main cement plants or from their
authorized dealers and each consignment shall be covered with manufacturer’s test certificate.
6.2)
Cement bags in packings should bear the following information in legible markings:
1)
2)
3)
4)
manufacturer’s name, registered trade mark of manufacturer, if any.
Type of cement.
Weight of each bag in kgs or number of bags/tonne.
Date of manufacture, generally marked as week of the year/year of manufacture. Example:
15/03 which meens 15th week of 2003.
Signature of Tenderer/Contractor
83
6.3)Test on cement will be conducted as per IS 4031. Some of the tests which may be carried out
are:
1) compressive strength
2) initial & final setting time
3) consistency
6.4)
Empty cement bags would be the property of the contractor and shall be disposed of by the
contractor himself. In case the Railway is in need of empty cement bags, good and usable empty cement
bags are to be supplied by the contractor at the rate of Rs. 2/- per bag for empty cement gunny bags and
Rs. 1.40 per bag for empty polythene/paper bags.
6.5) The cement shall be used within 3 months of manufacture. Cement stored longer than this period
shall be used on works only after it is tested and found fit for use. The cost of such tests shall be borne by
the contractor. The decision of the Engineer incharge as to whether the cement is fit for use in the work
shall be final, conclusive and binding on the contractor.
6.6) For M 20 and higher mix of cement concrete, quantity of cement will be based on the design mix.
For concreting under water 10% extra quantity shall be added and allowed towards extra consumption.
6.7) Railways also reserves the right to take samples during the course of work and get the cement
tested at the cost of the contractor to ascertain the quality and confirm that it meets the specifications..
6.8)
The cement consumption of the works which are not based on design mix shall be as per the
‘Cement Schedule’ and as per the ‘Specifications for materials and works 1969’ of Southern Railway.
6.9) In case of free supply of cement in bags by the Railway empty cement bags shall be the property of
the contractor and recovery at the rate of Rs.2/- per gunny bags and Rs.1.40 per polythene bag will be
made from the contractors bill.
6.10) The payment for the cement will be based on the quantity actually used for the work as per the
approved design mix/Southern Railway Specification of works 1960. The actual requirement will be
certified by the Engineer in charge at site.
6.11) Issue of cement for day-to-day work should be logged in a register which should be jointly signed
by the contractor and Railways authorized representative. This register should show the issue made on the
day and the description and quantity of work done.
7.0)
STEEL: The reinforcement shall be any of the following with the prior approval of Divisional
Engineer or as specified in the tender schedule:
Grade I mild steel and medium tensile steel bars conforming to IS: 432 (Part I);
a) High strength deformed steel bars conforming to IS: 1786;
b) Thermo mechanically treated (TMT) bars satisfying requirements of IS: 1786;
c) Rolled steel made from structural steel conforming to IS: 2062 Gr A and Gr B.
7.1)
Steel shall be procured from the main producer such as SAIL, TISCO, IISO, RINL-VSP or their
authorized stock yards. Re-rolled steel will not be accepted. Each batch of steel shall be covered with
manufacturer’s test certificate.
7.2)
In addition to test certificate produce by the tenderer/contractor, Railway may draw samples and
send for testing independently at Railway’s own laboratory or through outside agencies, cost of which
shall be borne by the contractor. The decision of the Engineer as to the necessity of such test shall be
final and binding on the contractor.
7.3) Quantity for Payment of steel (reinforcement) will be calculated from the nominal or actual unit
weight whichever is less according to schedule of the lengths given/computed from drawing. Allowance
for laps will be limited to the minimum required as per approval of Divisional engineer. No extra amount
will be paid for wastage or for cut rods if any, which would be the property of the contractor.
7.4) The rate quoted for cement and steel shall be inclusive of the cost of procurement handling,
transportation to the site of work storage, wastage etc. including bending/cutting and tying/fixing of
reinforcing steel
Signature of Tenderer/Contractor
84
8.0 Supply of cement and Steel by Railway: Wherever materials like cement, steel etc are to be
supplied for the work free by the Railway, they will be supplied at the Railway store of SE/Works and
the contractors shall make his own arrangements for the transportation from the Railway Stores/Depot to
the site of work including loading and unloading.
8.1) In case, cement or steel is issued to the contractor/s either free of cost or at cost to be recovered for
use in the work, the supply thereof shall be made in stages limited to the quantities computed by the
Railway according to the prescribed specification and approved drawings under the agreement and
progress of the work. The cement and steel issued in excess of the requirements as above shall be returned
in good condition by the contractor to the Railway immediately after completion or determination of the
contract. If the contractor fails to return the said stores, then the cost of the cement or steel issued excess
of the requirements as computed by the Railway according to the specifications and approved drawings
will be recovered from the contractor at twice the procurement cost (viz.2 x Purchase price +5%
freight) This will be without prejudice to the right of the Railway to take further action against the
contractor/s under the General condition of the contract.
8.2) If it is discovered that the quantity of cement and/or steel used is less than the quantity ascertained
as herein before provided, the cost of the cement and or steel not so used shall be recovered from
the contractor on the basis of the above stipulated formula.
9.0)
Binding wires used for binding/fixing reinforcement shall be galvanized iron wires. The
contractor should make his own arrangements for the required binding wire for all RCC works including
the works under BSR items though it is mentioned otherwise in the BSR rates.
10.0) Any temporary structures required for storage of cement and steel has to be provided by the
tenderer at his cost and this should be removed after the completion of the work. The Railway will
provide suitable land, for construction of the above temporary sheds free of charge if land is available
nearby. Double lock arrangements for the temporary stores shed should be provided. The land should be
vacated within 15 days after completion of work.
11.0) Aggregate: The aggregate shall conform to IS: 383 and shall before use be got tested through one
of the approved testing institutions and the result submitted in accordance with Appendix A of IS 383.
11.1)
Coarse aggregate shall be crushed stone, angular in shape and gravel shall not be used.
11.2) Fine aggregates shall be resulting from natural disintegration of rock which has been deposited by
streams or glacial agencies.
12.0) Water: Water to be used in making and for curing concrete shall conform to IS: 456.
12.1) The contractor shall arrange for water supply necessary for the work. Ordinarily no water
will be supplied by Railways to the Contractor either for drinking purpose or for execution of the
work and the rate quoted shall include the cost of arranging water supply.
12.2) However if surplus water is available from near by Railway source, contractor may be
allowed to draw water for his work on payment of necessary water charges as fixed by railway
administration. Necessary arrangement of drawl of water by pumping, laying of pipe line and
storage arrangement etc shall be done by contractor at his cost. The decision of Divisional Engineer
as to availability of spare Water will be final conclusive and binding on the contractor.
13.0) Form work: Form work shall conform to the shapes, lines and dimensions shown in the drawings
and shall be so constructed and supported as to remain sufficiently rigid and water tight to prevent loss of
mortar and water from the concrete and shall be able to carry all the loads and forces during the casting as
well as later.
Signature of Tenderer/Contractor
85
13.1) For important works steel shuttering with tubular steel centering shall be used in accordance with
the manufacturer’s/designer’s instructions.
13.2) All panel joints, corners and seams should be made water tight by using approved sealing
materials. Also the steel form should be thoroughly cleaned before use.
13.3) Form faces should be treated with releasing agent to prevent concrete sticking to the forms and
thereby aid in stripping. Only approved type of releasing agent with prior permission of the Engineer incharge shall be used. Use of black oil or grease is totally prohibited.
13.4) Ample access should be provided within the form work for proper cleaning up, placement,
consolidation and inspection of concrete.
13.5) Duct/Pipes/ channels etc that may be required to be laid in the concrete/masonry of bridge/building
shall be laid by the contractor as per direction of Engineer during the progress of the work without any
extra cost. The ducts/pipe/channels and conduits bent to shape along with fixtures will be supplied by the
Railway free of cost.
14.0) Construction joints: The surface of the construction joints should be cleaned properly and
prepared so as to ensure adequate bond with the concrete placed below or adjacent to it and to obtain the
required water tightness. Any approved method of cleaning for removal of laitance, bleed water and fines
by using wire brush, water jetting, green cutting, sand blasting may be used with the prior approval of the
Engineer incharge.
15.0) Concrete: The concrete shall be produced and laid in the manner as given in IRS Concrete
Bridge Code 1997 (Second Revision) for General Bridge construction corrected upto date and IS 486.
15.1)
The concrete shall be of controlled quality with nominal maximum size of coarse aggregate
limited to 20 mm unless specified otherwise in the schedule.
15.2) Batching of different ingredients for production of concrete shall be done by weight only. A
modern, mechanized or automatic weigh batcher shall be used for the weighing aggregates and cement.
The weigh batch shall have accuracy of + 3%. Modern high speed mixer or any other mixer approved by
the Engineer shall be used for mixing concrete. The concrete shall be consolidated by means of vibration
with approved type needle/form/surface vibrators.
15.3) The contractor should submit concrete mix design before starting the work and obtain the
approval of divisional Engineer/DRM(Works) Palghat Division, Southern Railway before the execution
of work. This mix design should be based on the procedure given in IS: 10262. In case source of
cement/type change a new mix design shall be submitted for approval.
15.4) On approval of mix design by Divisional Engineer test cubes shall be cast and tested for strength.
Only if test cube strength passing acceptance criterion given in IS:10262 , the actual concreting shall
start.
15.4The minimum grade of plain cement concrete shall be M 20 and that of Reinforced cement concrete
shall be M25 and only approved design mix shall be used for the concrete unless specified otherwise in
the tender schedule.
15.5) The minimum grade of concrete shall be M-40 for pre tensioned pre-stressed concrete structure.
15.6) The minimum quantity of cement to be used for various grades of concrete shall be as under:
M 20 350 kgs/cum ]
M 25 400 kgs/cum ]
with 43 grade cement
M 30 420 kgs/cum ]
15.7) Maximum water cement ratio: The limits for maximum water cement ratio for design mix shall
be based on environmental conditions as per extant Railway Board’s instructions.
Signature of Tenderer/Contractor
86
15.8)
The limits for maximum water cement ratio for different environmental conditions shall be as
under:
Environment
Mild
Moderate
Severe
Very severe
Extreme
Plain concrete (PCC)
0.55
0.50
0.50
0.50
0.45
Maximum water-cement ratio
Reinforced concrete (RCC)
0.50
0.50
0.45
0.45
0.40
Prestressed
concrete
(PSC)
0.45
0.40
0.40
0.35
0.35
15.8) Samples from fresh concrete shall be drawn as required in para 8.7.2 of IRS Concrete Bridge
Code 1997. The test cubes should be cast at regular intervals and tested to assess the strength of
concrete. Record of strength obtained on test cubes shall be maintained at site and these
strengths/other parameters should satisfy the acceptance criterion given in para 8.7.6 of IRS
Concrete Bridge Code 1997. Unless the details as required above are submitted, the bill of item of
concreting shall not be passed. In case of large projects the contractor should establish cube testing
equipment at or near the site of work. The cost of casting of cubes and their testing will have to be
borne by the contractor. In case the cube so cast fail the acceptance criteria laid in the code or
found porous or honeycombed the work will be rejected after inspection of by the engineer and
such works shall be replaced by contractor at his cost. This will be without prejudice to any other
remedial measures prescribed under the contract.
15.9) In case the contractor desires to use a curing membrane instead of water curing, he may do
so after submitting the necessary data and after the same is approved by the Engineer incharge. No
extra payment on this account would be admissible. It should be noted that no additional payment
would be made for curing/vibrating the concrete at different heights and the contractor should
make his own arrangements for the provision of necessary staging/scaffolding etc and carry out
curing/vibrating at all levels as directed by the Engineer in charge.
15.10) The rate for concreting is inclusive of curing to the satisfaction of Engineer in charge. In case
contractor fails to do curing, the concreting done by him is liable to be rejected. If curing is not being
done to satisfactory standard, the Engineer at his discretion may get it done at the contractor’s cost
without any notice to him as the curing cannot wait for any such notice time, etc. The Engineer’s
decision shall be final and binding as to whether satisfactory curing is being done or not. The cost of
curing will be recovered from the ‘ON ACCOUNT BILLS’.
15.11) Ready Mixed Concrete (RMC): Concrete produced by completely mixing cement, aggregates,
admixtures, if any, and water at a Central Batching and Mixing plant and delivered in fresh condition at
site of construction.
15.11.1) Ready Mixed concrete may be used, wherever required. It shall conform to the specifications of
concrete, as laid down in IRS Bridge Code, IS: 4926 (Specification for Ready Mixed Concrete) may be
referred.
15.11.2) Re-tempering with concrete: Under any circumstances, re-tempering i.e. addition of water after
initial mixing, shall not be allowed, as it may affect the strength and other properties of concrete.
15.11.3) Time period for delivery of concrete: The concrete shall be delivered completely to the site of
work within 1 ½ Hr (when the atmospheric temperature is above 20 degree C) and within 2 Hrs (when the
atmospheric temperature is at or below 20 degree C) of adding the mixing water to the dry mix of cement
Signature of Tenderer/Contractor
87
and aggregate or adding the cement to the aggregate, whichever is earlier. In case, location of site of
construction is such that this time period is concerned inadequate, increased time period may be specified
provided that properties of concrete have been tested after lapse of the proposed delivery period at the
time of finalizing mix design.
15.11.4) Transportation of ready mixed concrete: The ready mixed concrete shall be transported in
concrete transit agitators conforming to IS: 5892 (Specification for concrete transit mixers and agitators).
Agitating speed of the agitators during transit shall not be less than 2 revolution per minute nor more than
6 revolution per minute.
16.0) Any excess quantity of cement and steel left over after completion of the work will have to be
disposed of by the contractor and cannot be taken over by the Railway.
17.0) NO Electrical power supply will be made for the work. However Railway may supply Electrical
power subject to availability of capacity on payment of energy charges as determined by Divisional
electrical Engineer on the usual terms and conditions for such supply. The decision of DEE Palghat as to
availability of spare capacity will be final conclusive and binding on the contractor. IN case supply is
made available contractor has to make his own arrangement at his cost for drawl of power including
fixing of distribution board with energy meter and necessary cabling etc.
18.0) Implementation of – The building and other Construction Workers (RECS) Act 1996 and the
building and other Construction Workers welfare Cess Act.1996 in railway contracts.
***********
“The tenderer for carrying out any construction work in _______________________(name of the
State) must get themselves registered from the Registering Officer under Section-7 of the Building
and
other
construction
workers
Act,
1996
and
rules
made
thereto
by
the
__________________________ (name of the state) Government and submit certificate of
Registration issued from the Registering Officer of the __________________ (name of the state)
Govt. (Labour Deptt.). For enactment of this Act, the tenderer shall be
required to pay cess @
1% of cost of construction work to be deducted from each bill. Cost of material shall be outside
the purview of cess, when supplied under a separate schedule item”
Signature of Tenderer/Contractor
88
NOTE
1.Tenderers who are new to Palghat Division should invariably furnish their credentials with regard to
Solvency, Experience details of Plant and Machinery along with their tenders failing which their tenders
are likely to be rejected.
2. If the date of receipt and opening of tenders happens to be declared as holiday on a later date, the
tenders will be opened on the next working day.
3. Guarantee Bond will not be accepted for Earnest Money Deposit.
4. LSEMD will not be accepted towards EMD and full EMD should be remitted along with each tender.
5. In respect of Postal tenders for delay in to and fro transit the Railway will not be held responsible.
6. While submitting tenders the tenderer/tenderers should furnish list of works on hand, Agreements
number, date and value and payment made against each agreement along with their tender.
7. Any document(s) in support of credentials/experience/financial capacity/solvency etc. should be
submitted with a covering letter.
8. The Xerox copy/copies of any document(s) submitted should be attested by a Gazetted Officer under
his clear signature and seal.
9. The tenderer/s are required to furnish the details of the allied/sister
concerns/partners.
10.Tenders containing erasures and/or alterations of the tender documents are liable to
be rejected. Any correction made by Tenderer in his entries Must be attested by him.
11.The Conditions of Tender Notice /Tender documents on Internet.
( i.) If any change/addition/deletion with malafide intention is made by the bidder
and same is detected at any stage even after award of the tender, all necessary
action including banning of business would be taken. In addition, is also liable to
be prosecuted as per the law.
(ii). Tenderer should furnish necessary tender fee alongwith their tender. Tender not
accompanied with requisite tender fee is liable to be rejected. The fee can be taken
in the form of bank draft etc. as acceptable to Railway.
12.
The tenderer/contractor submitting their offer on the tender documents down loaded from Web
site shall ensure that the offer is in the original print as down loaded from net, no zerox copies
will be permitted and offers submitted containing
zerox copy of tender
document/obliteration/alteration to contract condition will be summarily rejected. Also they must
check up before submission of offer on the net for any correction/corrigendum, which should be
taken into account before submitting offer. In case of offers received in the tender document
down loaded from web site the agreement will be executed as per the Master Copy kept in the
division.
/Divisional Railway Manager(Works)/Palghat.
Signature of Tenderer/Contractor
89
SPECIAL CONDITIONS OF CONTRACT - ANNEXURE
Each tenderer should declare the number of works on hand with him/his firm in the various organizations
together with the present status of progress in each such agreement in the format at Annexure of the
tender documents.
STATEMENT OF WORKS ON HAND
Sl
No
Name of the likely date
of organization
completion
Name of work
Place of work
Value of work
Present physical
progress in %
age.
1. Southern Railway
i) Open line in the 5
Divisions of S.Rly.
ii) CN Organisation
under CAO/CN/MS
iii) Metropolitan transport project under
CAO/CN/MTP/MS
iv) Railway Electrification Projects
v) Others
2. Other Railways
3.
Other public sector
undertakings
4. Private sector
undertakings
The in formations furnished above are correct and complete, to the best of our/my knowledge and
belief.
We are/I am aware that if the information furnished above are found to be wrong or incomplete
or any relevant information is found to have been suppressed, the tender is liable to be rejected, at any
state, as per clause 8 of the Conditions of the tender.
We are/ I am aware that if the declarations as above in the tender are found to be not true, any
agreement that may be entered into is also liable to be terminated by the Railway.
Signature of the Tenderer
Name …………………
Date.
……………….
“End of document”
Signature of Tenderer/Contractor