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RAILWAY ELECTRIFICATION
WORKS CONTRACT
Regulations for Tenders and Contracts
Condition of Tender
Tender Agreement Form
Item No. 11 of Tender Notice No. RE/MS/Civil/2/2014 dated 17.04.14
1. Name of the Tenderer to whom the
Tender form is issued
2. Address
3. Serial No. assigned to the Tender form
4. Date of sale
5. Signature of the issuing official
(Name in Block Capitals)
Note:-
1. Tender form is not transferable.
2. The tender documents should be submitted in full comprising of the regulations for
tenders and contracts, conditions of tender, tender agreement form special conditions of
contract as included in the tender forms, schedules and annexures complete along with
additional documents called for in the tender without any pages being removed. Failure
to comply with this will render the tender liable to be rejected.
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IMPORTANT DATES TO BE NOTED
1.
Commencement of sale of tender forms
05.05.2014
2.
Last date for sale of tender forms
22.05.2014 (Upto 17.00 Hours)
3.
Last date for submission of tender forms
14.00 Hours on 23.05.2014
4.
Date of opening of tender forms
14.30 Hours on 23.05.2014
NOTE:
If the tenderers desire to furnish Demand drafts / Fixed Deposit Receipts
(applicable for Earnest Money Deposit only) towards cost of tender form and Earnest
Money Deposit, the DD / FDR should be drawn on ‘SENIOR ASSISTANT FINANCIAL
ADVISER, RAILWAY ELECTRIFICATION, CHENNAI EGMORE’.
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ENCLOSURE TO TENDER FORM
1. Name of Agency:
2. Address
3. Contact person’s name with Phone No.
4. EMD Particulars:
5. Cost of tender form:
6. Bank Account No.:
7. Bank Address:
8. IFS Code of the Bank:
Signature of the agency
Note: The tenderer / contractor should sign all the
pages in the tender document.
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INDIAN RAILWAYS
RAILWAY ELECTRIFICATION
TENDER NOTICE NO. RE/MS/CIVIL/2/2014 dated 17.04.2014
For and on behalf of President of India, the Deputy Chief Engineer, Railway Electrification, Chennai
Egmore, invites separate sealed tenders for the following works, which will be received up to 14.00 hrs. on the date
mentioned below at the following office and opened on the same day at 14.30 hrs. at the same office.
Item
No.
Date of tender
opening Place of tender opening
1 & 2 21.05.2014 Office of the Dy.Chief Electrical Engineer, Railway Electrification, First Floor over Crew
Booking Office, Kozhikode -1.
3 to 10 22.05.2014 Office of the Deputy Chief Electrical Engineer, Railway Electrification, First Floor over C&W
Office, Kallukuzhi P.O., Tiruchirappalli Junction.
11 23.05.2014 Office of the Chief Project Manager, Civil Engineering Section, Railway Electrification, Periyar
E.V.R. Salai, Egmore, Chennai – 600 008.
Item
No. Name of work
Approx.
Cash Value
(in lakhs of
rupees)
Earnest
Money
deposit in
rupees
Cost of
tender
form in
rupees
Period of
completion
in months
1. General maintenance and upkeeping of RE Camp Office at Kozhikode for a
period of two years in Palghat Division of Southern Railway. 8.57 17140 2192 TWENTY
FOUR
Months
2. Proposed construction of S & T accommodation at Tirur and Kannur stations
in Palghat Division of Southern Railway 74.81 149620 5480 SIX
Months
3. Proposed construction of Field office and Sub-ordinate Rest House at Arni
Road in Tiruchchirappalli Division of Southern Railway 43.64 87280 3288 SIX
Months
4. Proposed construction of Tower wagon shed at Dindigul Jn. in Madurai
Division of Southern Railway. 56.88 113760 5480 SIX
Months
5. Proposed construction of staff quarters Type IV – one unit in ground floor at
Nagercoil Jn. in Trivandrum Division of Southern Railway. 34.26 68520 3288 FOUR
Months
6. Proposed construction of outside drainage and approach road and square
crossing arrangements in Traction sub-station at Kovilpatti Jn. in Madurai
Division of Southern Railway.
6.05 12100 2192 TWO
Months
7. Proposed construction of Tower wagon shed at Kovilpatti in Madurai Division
of Southern Railway. 44.95 89900 3288 SIX
Months
8. Proposed construction of Tower wagon shed at Nagercoil in Trivandrum
Division of Southern Railway. 52.44 104880 5480 SIX
Months
9. Hiring of one passenger non-AC road vehicle (TATA SUMO / Tavera / Bolero
or similar) for the use of the Executive Engineer, Railway Electrification,
Tiruchirappalli to be used in between
[a] Tiruchchirappalli - Madurai - Virudhunagar section in Madurai division of
Southern Railway. (Base Station: Madurai)
[b] Villupuram – Katpadi section in Tiruchchirappalli Division of Southern
Railway. (Base Station: Tiruvannamalai)
4.94 9880 1096 TWELVE
Months
10. Hiring of one passenger non-AC road vehicle (TATA SUMO / Tavera / Bolero
or similar) for the use of the Assistant Executive Engineer, Railway
Electrification, Tirunelvelli to be used in between Nagercoil - Virudhunagar &
Vanchi Maniyachi - Tuticorin section in Trivandrum & Madurai Divisions of
Southern Railway. (Base station: Tirunelvelli)
4.51 9020 1096 TWELVE
Months
11. Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai
Division of Southern Railway. 142.30 221150 5480 EIGHT
Months
(Items ELEVEN only)
Tender document can be downloaded from the website www.core.indianrailways.gov.in. If the proof of
paying the cost of tender form (demand draft or Railway cash receipt) is not enclosed with the down loaded tender
documents, the tender will be summarily rejected. For other details tenderers are advised to refer to the detailed
tender notice in the above website.
Deputy Chief Engineer,
Railway Electrification,
Chennai Egmore – 600 008
for and on behalf of President of India
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Other conditions:
1. The tenders will be opened in the presence of the tenderers / their authorized
representatives, who are present at the respective offices, where the tenders are to be
opened at the time of tender opening.
2. In case the date of tender opening happens to be a holiday, the tenders will be received
and opened on the next working day at the same time and place.
3. Tender forms may also be obtained through speed post by sending requisition well in
advance on an additional payment of Rs. 500/- (Rupees five hundred only) in addition to
the cost of tender form mentioned in the advertised tender notice.
4. Though every effort will be taken for prompt dispatch of the tender documents, Railways
will not be responsible for any postal delay.
5. The Lump sum Earnest Money Deposit with any Railway unit will not be considered.
The contractors / tenderers shall pay separate Earnest Money for each work.
6. The Chief Project Manager reserves the right to reject any (or) all tenders without
assigning any reason there for.
7. Tender papers (Not transferable) may also be obtained from the Office of the Deputy
Chief Engineer, Railway Electrification, Chennai Egmore during office hrs. from
05.05.2014 to up to 17.00 hours on the previous working day of tender opening against
the valid Cash Receipt obtained from any Railway Station over Indian Railways or
Account payee demand draft drawn in favour of Senior Assistant Financial Adviser,
Railway Electrification, Chennai Egmore, payable at Chennai.
8. If there is any difference in the details, like value of work, EMD, date and place of tender
opening, period of completion, between the tender notice and tender documents, the
details given in the tender notice is final.
9. For other details, terms and conditions, the tenderers are advised to refer to the tender
documents.
Eligibility Criteria (Works costing 50 lakhs and above):-
1 Should have completed in the
last 3 financial years (i.e.,
current year and three previous
financial years):
They should have satisfactorily completed one similar
single work for a minimum value of 35 % of advertised
tender value of work. in the last three financial years
(i.e., current year and three previous financial years) upto
the date of opening of tender.
2 Total contract amount received
during the last 3 financial years
and in the current financial
year:
Should be a minimum of 150 % of advertised tender
value. The Tenderer has to produce attested copies of
certificates from the employer / client, audited balance
sheet duly certified by the Charted Accountant etc., with
the tender documents.
Dy.CE/RE/MS
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Note:
1. With respect to Railways, the experience certificate should have been issued by atleast a
JA Grade officer. With respect to other Government departments and PSUs, the
certificate issued at the level of Deputy Chief Engineer and above can be taken as valid.
2. The tenderer shall note that the credentials / experience certificate for the works
executed by them as sub-contractor to main contractor of govt. department / PSUs
will not be considered and the credentials / experience certificate for the works executed
by them directly for Govt. Department / PSUs as main contractor will only be considered.
Experience certificates issued by private individuals / firms will also not be
accepted. 3. All documents to support fulfillment of eligibility criteria (For works costing more than
50 Lakhs) should be furnished along with the tender and should be available at the
time of tender opening. Tenders not accompanied by documentary evidence in support
of eligibility criteria will be rejected. No post tender communication, in any form will
be made or entertained, after opening of tenders, in this regard.
4. As regards, the contract amount, received during the last three financial years and in the
current financial year, documentary evidence in the form of attested certificate from the
employer / client, audited balance sheet duly certified by the Charted Accountant etc.,
will be accepted.
Single Similar work for Eligibility criteria:
Item Nos. 2, 4, 8
& 11
Civil Engineering Works like sheds, roads, embankment, buildings,
bridges and steel structures (except Track / P.Way Works).
Item Nos. 1, 3, 5,
6, 7, 9 & 10 No eligibility criterion has been fixed.
Tenders without Earnest money deposit and cost of tender form will be summarily
rejected.
Deputy Chief Engineer,
Railway Electrification,
Chennai Egmore – 600 008
for and on behalf of President of India
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INDIAN RAILWAYS
RAILWAY ELECTRIFICATION
REGULATIONS FOR TENDER AND CONTRACTS
For the Guidance of Engineers and Contractors for CIVIL ENGINEERING WORKS
Meaning of Terms
1. Definitions:
In these Regulations for Tenders and Contracts the following terms shall have the
meanings assigned hereunder except where the context otherwise requires:-
(a) “Railway” shall mean the President of the Republic of India or the Administrative
Officers of the Central Organization Railway Electrification, 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 Administrative charge of the whole of
Central Organization Railway Electrification.
(c) “Chief Engineer” shall mean the officer-in-charge of the Engineering Department of
Central Organization Railway Electrification and shall also include the Chief Project
Manager, Railway Electrification, Chennai Egmore.
(d) “Tenderer” shall mean the person, the firm or company who tenders for the works
with a view to execute the works on contract with the Railway and shall include their
authorized representatives, successors and permitted assigns.
(e) “Limited Tenders” shall mean tenders invited from all or some Contractors on the
approved list of Contractors with the Railway.
(f) “Open Tenders” shall mean tenders invited in open and public manner and with
adequate notice.
(g) “Works” shall mean the works contemplated in the drawings and schedules setforth
in the Tender Forms and required to be executed according to specifications.
(h) “Specifications” shall mean the specifications for materials and works, Southern
Railway, as applicable and issued under the authority of the Chief Engineer or as
amplified, added to or superseded by special specifications if any, appended to
Tender Forms.
(i) “Schedule of Rates of Southern Railway” shall mean the schedule of rates issued
under the authority of the Chief Engineer from time to time.
(j) “Drawings” shall mean the drawings, plans and tracings or prints thereof annexed to
the Tender Forms.
2. Singular and plural
Words importing the singular number shall also include the plural and vice versa
where the context requires.
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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 session by special conditions of contract and / or special
specifications, if any, annexed to the Tender Forms.
4. Testimonials:
A contractor who has not carried out any work so far on this Railway should furnish
particulars regarding:-
(a) His position as an independent Contractor.
(b) His capacity to undertake and carry out works satisfactorily, as vouched for by a
responsible official or firm.
(c) His previous experience on works similar to that to be contracted for in proof of
which original certificate or testimonials may be called for and their genuineness
verified, if need be, by reference to the signatories thereof.
(d) His knowledge from actual personal investigation of the resources of the zone or
zones in which he offers to work.
(e) His ability to supervise the work personally or by competent and duly authorized
agents.
(f) His financial position.
5. Omissions and Discrepancies:
Should a Tenderer find discrepancies in, or omissions from the drawings or any of the
Tender Forms or should he be in doubt as to their meaning, he should at once notify the
authority inviting tenders who may send a written intimation to all Tenderers. It shall be
understood that every endeavour 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 error which may subsequently be discovered and shall make
no subsequent claim on account thereof.
6. Earnest Money
(a) The Tenderer shall be required to deposit the sum of Rs.43,964/- with the Tender as a
Security Deposit for the due performance of the stipulation to keep the offer open till
such date as might be specified in the tender, 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 the stipulation on his part, 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 Dy. Chief Engineer, Railway Electrification, Chennai
Egmore. Should the Tenderer fail to observe or comply with the said stipulation, the
aforesaid amount and amount mentioned in (b) shall be liable to be forfeited to the
Railway.
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(b) The Tenderer shall also be required to deposit a sum of Rs.1,75,856/- towards the
earnest money with the tender. The sum mentioned in (a) above together with the
sum mentioned in (b) above constitute the earnest money. If his tender is accepted
this earnest money 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 herein before 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.
7. 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.
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.
8. Opening of Tenders
Tenders received will be opened and, if practicable the names of the Tenders and rates
will be read out by the Dy. Chief Engineer, Railway Electrification, Chennai Egmore or
his representative at 14.30 hours on 23.05.2014 in the presence of such of the Tenderers,
or their agents as may choose to attend.
9. Right of Railway to deal with Tenders
The Railway reserves the right of not to invite tenders for any 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 at the Office of the
Dy. Chief Engineer, Railway Electrification, Chennai Egmore in person, or if a firm or
corporation, a duly authorized representative shall so appear, and to execute the contract
documents within 7 days after notice that the contract has been awarded to him / them.
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.
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In the event of any Tenderer whose tender is accepted shall refuse to execute the contract
documents as herein before provided, the Railway may determine that such Tenderer has
abandoned the contract and thereupon his tender and the acceptance thereof shall be
treated as cancelled and the Railway shall be entitled to forfeit the full amount of the
earnest money and to recover the liquidated damages for such default.
11. Form of Contract Documents
For contracts for specific works the document required to be executed by the Tenderer
whose tender is accepted shall be the agreement at page.
12. Form of Quotation
(a) The tender shall be submitted in the prescribed form annexed hereto quoting a
percentage above or below or at par for Schedules ‘A’, ‘B’ & ‘C’ and individual
rates for items given in Schedule ‘D’. The quotations will be subject to the general
instructions of the Southern Railway’s Unified Standard Schedule of Rates 2011
and Special Conditions of Contract attached to the tender to which the Tenderers’
special attention is drawn. The percentage quoted must be clearly written in figures
and in words, and will apply to all items in all the chapters of the schedule.
(b) In the case of tender for collection and training out of ballast, the percentage quoted
will apply to all the items in Chapter XX only. Tenderers are not permitted to quote
different percentages for different chapters or different items, and in the percentage
quoted no fraction is permitted. The percentage / rates quoted must be firm, precise
and unconditional.
(c) If any item is excluded by the Tenderer in submitting his tender, the Railway may
reject the tender.
(d) In the case of tenders for collection and training out of ballast 14 cu.dm. of stone
ballast shall be submitted as sample to show quality from each of the depots
concerned along with the tender.
Place Signature of Tenderer
Date
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CONDITIONS OF TENDER
1. The drawings for the works can be seen in the Office of the Dy. Chief Engineer, Railway
Electrification, Chennai Egmore at any time during office hours.
2. The tenderer / Tenderers shall quote a percentage rate for Schedules ‘A’, ‘B’ & ‘C’ and
individual rates for items given in Schedule ‘D’. The quantities shown in the attached
schedule/s are given as a guide and are approximate only and are subject to variation
according to the needs of the Railway. The Railway accepts no responsibility for their
accuracy. The Railway does not guarantee work under each item of the schedule.
3. Tenders containing erasures and alterations of the tender documents are liable to be
rejected. Any corrections made by the Tenderer / Tenderers in his / their entries must be
attested by him / them.
4. The works are required to be completed within a period of EIGHT Months from the date
of issue of acceptance letter. The work will have to be maintained for a period of
THREE months after the completion of the work.
5.
(a) The Tenderer / Tenderers is / are required to deposit as Earnest Money a sum of
Rs.2,19,820/- by Pay Orders or Demand Drafts / Deposit Receipts in favour of the
Senior Assistant Financial Adviser, Railway Electrification, Chennai Egmore.
(b) The Tenderer shall hold the offer open till such date as may be specified in the
tender. It is understood that the tender documents have been sold / issued to the
Tenderer and the Tenderer is being permitted to tender in consideration of the
stipulation on his part that after submitting his tender, he will not resile form his offer
or modify the terms and conditions thereof in a manner not acceptable to the
Railway. Should the Tenderer fail to observe or comply with the foregoing
stipulation the amount deposited as security for the due performance of the above
stipulation shall be forfeited to the Railway. If the tender is accepted, the amount of
earnest money will be held as Security Deposit for the due and faithful fulfillment of
the contract. The earnest moneys of the unsuccessful Tenderer will save as herein
before provided be returned to the unsuccessful Tenders 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.
6. It shall not be obligatory on the said authority to accept the lowest tender and no Tenderer
/ Tenderers shall demand and explanation for the cause of rejection of his / their tender.
7. If the Tenderer deliberately gives / Tenderers deliberately give wrong information in his /
their tender or creates / create circumstances for the acceptance of his / their tender, the
Railway reserves the right to reject such tender at any stage.
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8. If a Tender expires after 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.
9. The earnest money including the amount taken as Security Deposit for the due
performance of the stipulation to keep the offer open till the date specified in the tender
will be refunded to the unsuccessful Tenderer / Tenderers within a reasonable time. The
earnest money deposited by the successful Tenderer Tenderers will be retained towards
the Security Deposit for the due and faithful fulfillment of the contract but shall be
forfeited if the Contractor fails / Contractors fail to executed the Agreement Bond or start
the work within a reasonable time (to be determined by the Engineer-in-charge) after
notification of the acceptance of his / their tender.
10. Attested copies of Documents testifying to the Tenderer’s fulfilling the eligibility criteria,
previous experience and financial status should be enclosed with tender. Originals of the
documents should be produced when called for by the Dy. Chief Engineer, Railway
Electrification, Chennai Egmore, within the time period specified, failing which the
tender is liable to be rejected.
11. Tenders must be enclosed in sealed covers, super scribed “Tender for
Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai Division of
Southern Railway.
and must be sent by Registered Post to the relevant office address mentioned in the
tender notice so as to reach that office not later than 14.00 hours on the 23.05.2014 or
deposited in the special box allotted for the purpose in the relevant offices mentioned in
the tender notice. This will be sealed at 14.00 hours on the 23.05.2014.
12. Non-compliance with any of the conditions setforth herein above is liable to result in the
tender being rejected.
13. The Railway does not bind itself to accept the lowest or any other tender nor does
undertake to assign reasons for declining to consider any particular tender or tenders.
14. The successful Tenderer / Tenderers shall be required to execute an Agreement with the
President of India acting through the Dy. Chief Engineer, Railway Electrification,
Chennai Egmore for carrying out the work according to the General Conditions of
Contract and Specifications for Works and Materials of the Railway including the
correction slips issued from time to time.
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15. The Tenderer shall keep the offer open for a minimum period of 90 days from the date of
opening of the tender within which period the Tenderer cannot withdraw his offer,
subject to the period being extended further if required, by mutual agreement from time-
to-time. Any contravention of the above condition will make the Tender liable for
forfeiture of his EMD.
16. The Administration does not agree to pay Sales Tax / Value Added Tax in addition to the
price quoted.
17. 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 the Engineering Department of
any of the Railways owned and administrated by the President of India for the time being,
or should a Tenderer being partnership firm have as one of its partners a retired Engineer
or a retired Gazetted officer as aforesaid, or should a tenderer being an incorporated
company have any such retired Engineer or retired officer as one of its directors, or
should a Tenderer have in his employment any retired engineer or retired Gazetted officer
from the said service and in cases where such Engineer of officer had not retired from
Government service at least two years prior to the date of the 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
make employment under the Contractor, has been obtained by the Tenderer or the
Engineer or the officers as the case may be from the President of India or any officer 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 a statement
to the effect that no such retired Engineer or retired Gazetted officer is so associated with
the Tenderer, as the case may be, shall be rejected.
18. Should a Tenderer of Contractor being an individual on the list of approved Contractors,
have a relative employed in Gazetted capacity in the ……………Department of the
……… Railway, or in the case of a partnership firm or company incorporated under the
Indian Company Law should a partner or a relative of the partner or a shareholder or a
relative of a shareholder be employed in Gazetted capacity in the ……………Department
of the ………… Railway, the authority inviting tenders shall be informed of the fact
subsequently comes to light, the contract may be rescinded in accordance with the
provisions in Clause 61 of the General Conditions of Contract.
Place Signature of Tenderer
Date
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Proforma to be filled in and signed by the Tenderer and submitted along with the tender
with reference to Clauses 18 and 19 of the Conditions of Tender
(strike out whichever is not applicable)
I. The under signed:-
(a) is a retired Gazetted officer holding prior to retirement a pensionable / non-
pensionable post in the Engineering Department of ………………………. Railway.
(b) is a partnership firm having as one of its partners a retired Engineer or a retired
Gazetted officer as aforesaid.
(c) is an incorporated company having any such retired Engineer or retired officer as
aforesaid, as one of its directors.
(d) is having in my employment any retired Engineer or retired officer as aforesaid.
(e) has no such retired Engineer or retired officer so associated with me as stated above.
II. If failing under any of the above categories (a) to (d) particulars of the officer may be
furnished hereunder:-
I. Post held before retirement
:
II. Date of retirement
:
III. If not retired at least two years prior to date of
submission of tender state whether permission
for taking such contracts has been obtained
from the President of India or any officer duly
authorized in this behalf.
:
III. If the Tenderer or in the case of a firm or company, any of the share holders has a relative
or relatives employed in Gazetted capacity in the Engineering Department of the
Railways, particulars of such relatives in the Railway may be furnished hereunder:-
1. Name
:
2. Designation
:
3. Relationship
:
Signature of Tenderer
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ANNEXURE – I
TENDER To
THE PRESIDENT OF INDIA
Acting through the Dy. Chief Engineer, Railway Electrification, Chennai Egmore
1. I / we …………………………………………………. have read the conditions of tender attached
hereto and agree to abide by such conditions. I / we have perused the General Conditions of
Contract and Specifications for materials of the Southern Railway 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 General
Conditions of Contract aforesaid and also subject to any special conditions that have been attached
in the tender documents. I / we offer to do the works for
Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai Division
of Southern Railway.
at the rates shown in the printed USSOR 2011 applicable to Chennai Division as corrected by
and upto date correction slip upto date At Par / Enhanced / Diminished by …………… percent in
respect of Schedules ‘A’, ‘B’ & ‘C’ (Items covered by USSOR 2011) and individual rates
for items given in Schedule ‘D’and hereby bind myself / ourselves to complete the work in
EIGHT months from the date of issue of letter of acceptance.
2. A sum of Rs.1,75,856/- is herewith forwarded as earnest money in addition to the sum of
Rs.43,964/- as “Security Deposit” mentioned above. The full value of the earnest money and
security deposit shall stand forfeited without prejudice to any other rights or remedies if:
(a) I / 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) I/we do not commence the work within ten days after receipt of orders to that effect.
3. 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.
4. I / we also undertake to carry out the work in accordance with the said (plans) Specifications and
General 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 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
representatives within the period specified; and to maintain the same for the period and in the
manner provided in the Conditions of Contract.
Tenderer / Contractor’s Address Signature of Tenderer / Contractor
Date
Signature of witness:-
1. ………………………….
2. ………………………….
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ACCEPTENCE OF TENDER
I accept the Tender and agree to pay the rates as per basic Schedule of Rates for
……………………………..Division ….……….. At Par / Enhanced / Diminished by
…………… percent in respect of Schedules ‘A’. (Items covered by BSR) and at the rates entered
in schedules…………………..(Items not covered by BSR) and lump sum rates for the item
given in schedule …………..
Chief Project Manager,
Railway Electrification,
Chennai Egmore
on behalf of the PRESIDENT OF INDIA
Witness:-
1. ………………………….
Division
2. ………………………….
Date
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C.E 493-A
C.E.15-A(Revised) (Old) October 1961
ANNEXURE II
AGREEMENT FOR WORKS
I. CONTRACT AGREEMENT No……………………… dated ………………… ARTICLE OF
AGREEMENT MADE this ……………………… day of ……………………… between the “President of India”
acting through the …………………………………………………………………………………
…………………………………………of Indian Railways Administration hereinafter called the “Railway” of the
one part and ……………………………………………………………………………
………………………………………………………………………….… hereinafter called the “Contractor” of the
other part.
II. WHEREAS the contractor has agreed with the Railway for the performance of the works
…………………………………………………..………………………………………………………………………
…………………………………………………………………………………………………………………………
……………setforth in the schedule hereto annexed and in conformity with specifications of the Southern Railway
and special conditions and special specifications and drawings hereto annexed, if any, and General Conditions of
Contract AND WHEREAS the performance of the said works in an act in which the public are interested.
III. 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 at the instance of the Contractor recovered at 10 percent of
the value of the running bills till all the amount of security deposit of Rs. ……………………… is fully recovered.
This amount of security deposit is subject to variation according to increase or decrease in the value of agreement as
determined from time to time.
IV. 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 setforth 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 said specifications and said drawings and said conditions of contract on
or before the ……………………… ……………………… 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
setforth 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 printed schedule of Rates, as corrected by and correction slip upto date for ………………………
portion of ……………………… Division at at par / enhanced / diminished by …………………… in respect
of Schedules ‘A’ (Item covered by BSR) and at the rates shown in Schedule ………………………(for items not
covered by USSOR 2011
V. It is hereby agreed and declared that all the provisions of the said specifications, conditions of contract
which have been carefully read and understood by the Contractor, and the printed Basic Schedule of Rates including
the General Instructions thereof, shall be as binding upon the Contractor and upon the Railway Administration as if
the same had been repeated herein and shall be read as part of these presents.
VI. The cost of stamp duty on the agreement shall be borne by the Railway Administration.
Signature of witnesses with
address to signature of
Contractor
1.
Signature of Contractor
Address:
2.
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INDIAN RAILWAYS
RAILWAY ELECTRIFICATION
TENDER FORMS (FIRST SHEET) ANNEXURE-II (PART-I)
To
The President of India
Acting through the Chief Project Manager,
Railway Electrification/
Dy. Chief Engineer, Railway Electrification, Chennai Egmore.
I/We have read the various conditions to
tender attached hereto and hereby agree to abide by the said conditions, I/We also agree to keep
this tender open for acceptance for a period of Ninety days from the date fixed for opening the
same and in default thereof. I/We will be liable for forfeiture of my/our ‘Security Deposit’. I/We
offer to do the work for
Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai Division of
Southern Railway.
at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the
work in EIGHT months from the date of issue of Letter of Acceptance of the Tender. I/We also
hereby agree to abide by the General and Special conditions of Contract and to carry out the work
according to the Specifications for materials and work laid down by the Railway for the present
contract.
2. A sum of Rs.1,75,856/- is herewith forwarded as Earnest Money in addition to the sum of
Rs.43,964/- as Security Deposit mentioned above. The full value of the Earnest money and
security deposit shall stand forfeited without prejudice to any other rights or remedies if:-
a) I/We do now execute the contract documents within seven days after receipt of notice
issued by the Railway that such documents are ready.
(or)
b) I/We do not commence the work within ten days after receipt of orders to that effect.
3. Until a formal agreement is operated and executed acceptance of this letter 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.
Place: SIGNATURE OF
CONTRACTOR(S)
Date: CONTRACTOR’S ADDRESS;
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SPECIAL CONDITIONS OF CONTRACT
Name of work: Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai
Division of Southern Railway.
The General conditions of contract for works of the Southern Railway will normally
apply and when the special conditions contained herein contravene any of the general
conditions; these special conditions only shall prevail.
1. Schedule ‘A’ : The items indicated in Schedule `A’ are based on the Southern Railway’s
Unified Standard Schedule Of Rates 2011. The rates quoted by the tenderer / contractor for
each of the items shall not include the cost of cement and reinforcement steel, which will not be
supplied by the Railway; but will be procured by the contractor and paid by the Railways as per
his rates quoted in Schedules ‘B’ & ‘C’. The tenderer shall quote his rate ‘At par’ or a
collective percentage ‘Above’ or ‘Below’ the Southern Railway’s Unified Standard Schedule
Of Rates 2011 applicable to Chennai Division with all correction slips upto date. No fraction is
allowed in the percentage quoted.
2. Schedule ‘B’ : This Schedule also provides for the items covered by the Southern
Railway’s Unified Standard Schedule Of Rates 2011. The tenderer shall quote his rate ‘At
par’ or a collective percentage ‘Above’ or ‘Below’ the Southern Railway’s Unified Standard
Schedule Of Rates 2011 applicable to Chennai Division with all correction slips upto date. No
fraction is allowed in the percentage quoted.
3. Schedule ‘C’: This Schedule also provides for the items that are covered by the Southern
Railway’s Unified Standard Schedule Of Rates 2011. The tenderer shall quote his rate ‘At
par’ or a collective percentage ‘Above’ or ‘Below’ the Southern Railway’s Unified Standard
Schedule Of Rates 2011 applicable to Chennai Division with all correction slips upto date. No
fraction is allowed in the percentage quoted.
3[a]. Schedule ‘D’: This Schedule provides for the items that are NOT covered by the
Southern Railway’s Unified Standard Schedule Of Rates 2011. The rates quoted by the
tenderer / contractor for each of the items shall not include the cost of cement (if required). The
tenderer should quote individual rates for each item of work in both words and figures.
SITE INSPECTION BY THE CONTRACTOR:
4. The Tenderer/Contractor is required to inspect the sites of works and acquaint himself with
the site conditions, availability of materials, approaches for transportation of men and materials,
working area and other factors regulating to the works, availability of labour, electricity and
water, etc., before quoting his rates.
The special conditions of contract, “The Unified Standard Schedule Of Rates 2011,
Southern Railway Engineering Department” with correction slips upto date, Specifications for
materials and works” of the Engineering department Southern Railway upto date correction
slip, “The Regulations for Tenders and Contracts”, “Conditions of Tender”, “Tender agreement
Form”, “General Conditions of Contract 1984” corrected upto the date of submission of Tender,
The “Contract Labour (Regulation and Abolition) Act 1970” and “Central Rules 1971” as
amended from time to time, and specific drawings issued for the purpose of this work govern
under this contract. It may be noted that the “General Conditions of Contract” together with its
correction slips is not attached to the tender form.
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The drawings referred to in the list of plans are intended only to give a rough and general
idea of the location and rough details of work to be done. No claim whatsoever will be
admissible in respect of any alteration / addition / deletion / change in the type of works. 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.
The materials that are to be supplied and used for the work by the contractor should be got
approved by the Engineer-in-charge before use/procurement.
The Contractor should make his own arrangements for the required vehicles and/or Earth
moving equipments such as poclain, dozers, scrappers, treascavators, dumpers, tippers, tractors,
cranes, lorries etc., and other tools and plants, road machinery like Air Compressors, Concrete
mixers, Vibrators, curing appliances etc., for the expeditious progress of work and operate them
at his own cost with his men and consumable stores.
5. VARIATIONS IN QUANTITIES:
The procedure detailed below shall be adopted for dealing with variations in quantities during
execution of works contracts:
(i) 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.
(ii) In case an 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) Quantities operated in excess of 125 % but upto 140 % of the agreement quantity of the
concerned item, shall be paid at 98 % of the rate awarded for that item in that particular
tender
(ii) Quantities operated in excess of 140 % but upto 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
(iii) Variation 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 agreemental 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 Financial Adviser & Chief Accounts Officer,
Central Organization for Railway Electrification, Allahabad and approval of General Manager,
Central Organization for Railway Electrification, Allahabad.
(iii) In cases where decrease is involved during execution of contract:
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(a) The contract signing authority can decrease the items upto 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.
(iv) 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.
(v) No such quantity variation limit shall apply for foundation items.
(vi) As far as USSOR items are concerned, the limit of 25 % would apply to the value of USSOR
schedule as a whole and not an individual USSOR items. However, in case of NS items, the
limit of 25 % would apply on the individual items irrespective of the manner of quoting the rate
(single percentage rate or individual item rate).
(vii) For the tenders accepted at Zonal Railways level, variations in the quantities will be approved by
the authority in whose powers revised value of the agreement lies.
(viii) For tenders accepted by General Manager, variations upto 125 % of the original agreement value
may be accepted by General Manager.
(ix) For tenders accepted by Board Members and Railway Ministers, variations upto 110% of the
original agreement value may be accepted by General Manager.
(x) 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.
(xi) Variation to be approved should be limited so as not to completely change the scope, character
and purpose of the original contract.
6. Vitiation Clause:
In case of vitiation arising due to variation in quantities with respect to the rates of the first
3 valid tenderers, the same will be to the contractor’s account.
7. CONCRETING
(i) All concrete i.e. plain as well as reinforced cement concrete shall be machine mixed
and vibrated unless otherwise permitted by the Engineer. Curing/vibrating of the
concrete and RCC works shall be done by the contractor as specified in relevant IS
Codes. Test cubes should be cast at regular intervals and tested to ascertain the
strength of concrete.
Consumption of cement:
(ii) For M.20, M.25, M.40 Mix etc., quantity of cement will be decided based on the
DESIGN MIX. For concreting under water 10 % extra quantity shall be used. The
contractor should submit design for the same before starting the work and after
getting the trial mix approved by the Engineer-in-charge, follow the same for
execution of work.
(iii) The cement consumption for the work which are not based on design mix, shall be as
per the “cement schedule” and also as per the “specifications for materials and works”
of Southern Railway. Any excess quantity of cement left over on completion of the
work will have to be disposed off by the contractor.
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8. Concrete for all the works shall be mixed with concrete mixers. In special cases with
permission of the Engineer-in-charge concrete may be mixed without the use of mixers.
9. If curing is not being done to satisfactory standard, the Engineer 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.
10. The water, fine and coarse aggregates shall be got chemically tested from time to time by
the contractor at his cost for ensuring proper quality as per required standards. The results in
original shall be submitted to the Engineer and approval obtained to use these ingredients.
SERVICE ROADS:
11. 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, where they
exist free of charge. However, the railway shall not undertake to maintain them and the
contractor shall maintain them at his own cost.
12. Precautions to be taken while permitting plying of vehicles adjacent to running lines to
prevent accidents to trains.
13. Whenever a lorry or any other form of road transport is required to ply along or in the
vicinity of a running line or any other Railway track where railway engines or trains are
scheduled to move, the contractor shall inform the Engineer, inviting of such requirements
specifying the locations and the duration or time over which such specified road vehicles have to
operate in the area (for loading leading or unloading of earth ballast or any other material or
plant or equipment without any obstructions of dislocation to the running of trains, the contractor
shall also furnish the particulars of vehicles and the names and photographs of driver and
attendants retained for each vehicle to enable the Engineer to issue necessary permits allowing
the holder to operate the vehicles with such restrictions regarding the duration and/or location as
are considered necessary such permit shall be returned to the Engineer as the work for which it is
issued is over.
14. The contractor shall execute a bond undertaking to Rly. The road vehicles in a safe and
satisfactory manner and strictly in accordance with the stipulations and other conditions specified
by the Engineer and to engage and retain only the permit holder to be contractor’s agent in
charge of the vehicles while driving or at rest.
15. No separate payment will be made for site clearance or jungle clearance or shrubs
clearance, brush wood, gross or other obstructions including small trees of girth not exceeding
30cm either in connection with buildings etc., 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 USSOR 2011 as per the percentage agreed under Schedule ‘A.
16. The classifications of soils in excavation shall be decided by the Engineer-in-charge 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-in-charge.
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17. The contractor shall be responsible for anti-larval work at his cost during progress of
works as may be prescribed by the Engineer on the advice of the Railway Medical Authority and
where the used 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 or omissions under the provision of the aforesaid rules.
18. CONTRACT LABOUR RULES:
The contractor shall thoroughly familiarize about the provision of the Contract Labour Act 1970
and Contractor Labour Central Rules 1971 and submit a certificate to the Engineer-in-charge of
the work indicating whether the provision of said Act and Rules are applicable and the
contractor shall take action as indicated.
19. The contractor shall observe all the formalities, perform all the acts and abide by all the
provisions contained in the Contract Labour Act 1970 and Contractor Labour Central Rules 1971
which in addition to other stipulating inter-alia provide that:
(i) The contract shall obtain license from the appropriate licensing officer of the area
before commencement of the work and shall produce a copy thereof along with the
original to the Engineer-in-charge of the work immediately of commencement of the
work. The original will be returned to the contractor after verification. Similar
action will be taken by the contractor at the time of renewal of license.
(ii) The contractor shall provide rest rooms, canteens, latrines and urinals, washing
facilities and the first aid strictly in accordance with the provision of Section 40 to 62
of the Contractor Labour Central Rules 1971. If these facilities are not provided by
the contractor within the stipulated time, the same will be provided by the Railway
and the cost for the same will be debited to the contractor.
(iii) The contractor shall pay wages to his labour in a manner laid down in the section 63
to 71 of the Contractor Labour Central Rules 1971 in the presence of Engineer-in-
charge or his authorized representatives. In case the contract labour performs the
same or similar kind of work as the workmen directly employed by the Engineer-in-
charge, the wage rates, holiday, hours of work and other conditions of service of the
workmen employed by the Engineer-in-charge shall be applicable to the contractor’s
labour also.
(iv) The contractor shall keep & maintain necessary Register, record issue Employment
Cards/service Certificate and display notice in accordance with Section 75 to 82 of
the Contractor Labour Central Rules 1971.
20. The Contractor shall employ the following minimum technical staff during the execution of this
work.
a) One qualified Graduate Engineer when the cost of the work to be executed is Rs.200 lakhs and above.
b) One qualified diploma holder (overseer) when the cost of the work to be executed is more than Rs.25
lakhs but less than Rs.200 lakhs.
c) Provided further that if the contractor himself is a graduate Engineer for works of value more than
Rs.200 lakhs / Diploma holder for works of value more than Rs.25 lakhs but less than Rs.200 lakhs and
he himself supervises the work personally, the requirement of engaging technical staff is deemed to be
met with and he need not engage additional technical staff. The contractor’s Engineer / the contractor
acting as Site Engineer should provide complete supervision during execution of works.
21. The Contractor should also maintain a site office at his own cost. 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.40000/- (Rupees forty thousand only) for each month of default in case of Diploma holder
(Overseer) a sum of Rs.25000/-(Rupees twenty five thousand only) for Graduate Engineer.
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INCOME TAX
22. Income -Tax will be deducted at the prescribed rate by the Income Tax Department and
also surcharge, if any, at source from each bill, unless otherwise authorized by Income Tax
Department.
LEVY OF SALES TAX / VALUE ADDED TAX
23. If applicable, Sales Tax / Value Added Tax will be levied on the value of works done as
per the rules in force of the respective State in which the work is carried out and the same will be
recovered from the running bills of the contractor. The above mentioned Sales Tax / Value
Added Tax on Works Contract is distinct from the Sales Tax / Value Added Tax elements that
might have gone into the price of various raw materials used by the contractor in the work
concerned and in respect of which the Railway will not reimburse any Sales Tax / Value Added
Tax and which will continue to be done by the contractor as hitherto.
23[a] OTHER TAXES
The quoted rates are deemed to include all taxes direct or indirect leviable under Central /
State or local bodies Act or Rules, Octroies, Tolls, Royalities, Seigniorages, Cess and similar
imports that may be prevailing from time to time in respect of land, structures and all materials
supplied in the performance of the contract.
EXCISE DUTY
24. Excise duty 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. No reimbursement of the same will be made
by the Railway.
25. If available, Rly may supply materials such as rails, cribs, etc., on hire, to the Tenderer /
contractor for use during the execution of the works on normal terms and conditions.
26. Payments as specified in the schedule will alone be admissible. No site installation
charges will be payable and the tenders with such conditions are liable to be rejected.
27. The works should be carried out without any interference to the normal working of the
Railway structures.
28. The Contractor shall be responsible for any loss/damage to Railway and Public property
or this party’s property if it occurs during the course of execution and the Railway reserves its
right to have the damages made good by the Contractor.
29. Contractor must ensure safety of laborers engaged by him during the course of execution of
work and the Railway will not be responsible for any injury sustained by the laborers or for any
fatal accident and the Contractor should bear all the loss and expenditure involved.
30. Special attention is drawn to clause 31 of the General Conditions of Contract and it is
advised for the guidance of the Tenderer/Contractor that there is no possibility of any Railway
source from supply of water to their works. The Tenderer/Contractor has to make necessary
arrangements for supply of potable water at his own cost for concreting, curing and for any other
use. Chemical analysis of water and other ingredients shall be done from time to time as desired
by the Engineer at the cost of the Contractor. Kayla water should not be used.
31. Railways do not guarantee supply of electricity to any of the Contractor’s works. The
Contractor shall make his own arrangements at his cost, for the supply of electricity for this
various works.
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SETTING OUT WORKS
32. 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 the work and for
provisions of all necessary pegs, reference pillars, instrument, equipments and appliances and
labour in connection there with. 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 satisfaction of the Engineer-in- charge 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.
33 PERFORMANCE GUARANTEE:
The procedure for obtaining Performance Guarantee is outlined below:
(a) The successful bidder shall have to submit a 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 upto 60 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 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 contract. The failed contractor shall be debarred from participating in re-
tender for that work.
(b) The successful bidder shall submit the Performance Guarantee (PG) in any of the following
forms, amounting to 5 % of the contract value:
(i) A deposit of Cash;
(ii) Irrevocable Bank Guarantee
(iii) Government securities including State Loan Bonds at 5 % 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
Nationalized 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 Defense Certificates
(ix) Ten years Defense Deposits,
(x) National Defense 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 “Senior Assistant Financial Adviser, Railway Electrification, Chennai
Egmore” (free from any encumbrance) may be accepted.
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Note; The instruments as listed above will also be acceptable for Guarantees in case of Mobilization
Advance.
(c) The Performance Guarantee shall be submitted by the successful bidder after the Letter Of
Acceptance (LOA) has been issued, but before signing of the contract agreement. This PG
shall be initially valid upto the stipulated date of completion plus 60 days beyond that. In
case, the time for completion of work gets extended, the contractor shall get the validity of PG
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 upto 25 %
(either increase or decrease). In case 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 physical completion of the work
based on ‘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 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 encashed. 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 a 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) 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.
(ii) 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.
SECURITY DEPOSIT
34. The security deposit will be 5% of the contract value.
The security deposit will be recovered at the rate of 10% only from each of the running bills of the
Contractor till the full security deposit amount is recovered and no other modes will be accepted.
35 SECURITY CLAUSE
In case of any material (Railway material) given to contractor for execution of any
Project under custody of contractor who should provide basic security measures till tender work
is completed and handed over to local railway administration. It is also mentioned that in cased
of theft / loss of any such Railway material, amount of loss will be recovered / deducted from the
contractor.
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PROGRAMME OF WORK:
36. Immediately on issue of letter of acceptance of this tender, the contractor should submit a
programme of work showing the activities work wise for completing the whole work within the stipulated
period of completion, in consultation with the Executive 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.
37. This is to reiterate that the Railway reserves the right of terminating the contract at any stage of
review of the progress as above, if the above agreed programme(s) are not adhered to within the margin
of 10% as envisaged in clause 62(1) (viii) of the General conditions of Contract.
38. Non submission of the programme as envisaged above shall also entitle Railway to terminate the
contract under Clause 62 of the General Conditions of Contract.
39. Special attention of the tenderer is also drawn to para 9 of the above regulations of Tender and
contract form CE/493 reproduced.
“The Railway reserve the right of not to invite tender for any work or works, to invite open or limited
tender and when tenders are called to accept a tender in whole or in a part or reject any tender or all
tenders without assigning any reason for such action.”
MAINTENANCE PERIOD
40. Maintenance period shall be three months for all works from the date of completion.
COMPLETION PERIOD
41. The work shall be completed in all respects within EIGHT months from the date of issue of
letter of acceptance of this tender.
LABOUR CESS
42. The tenderer for carrying out any work in any state must get themselves registered from the
registering officer under section 7 of the Building and other Construction Workers Act 1996 and rules
made there to by the concerned state government (Labour department) for enactment of this Act, the
tenderer shall be required to pay cess @1% of the cost of construction work to be deducted from each
bill. Cost of materials shall be outside the purview of cess, who supplied under a separate schedule item.
43. Submission of Bill of quantities
The contractor has to submit ‘Bill of Quantities’ for all part bills & final bill atleast one
week in advance to process them early. It is desirable that ‘Bill of Quantity’ submitted should
cover atleast 10% of the agreement value. The Engineer-in-charge has to scrutinize the quantities
submitted by the contractor after physical measurement and verification at site before
preparation of bill.
Finishing of RCC:
The exposed surface of RCC work shall be plastered with cement mortar 1:3 (1 cement
and 3 fine sand) of thickness not exceeding 6mm to give smooth and even surface true to line
and form. Any RCC surface which remains permanently exposed to view in the completed
structure shall be considered exposed surface for the purpose of this specification. Where such
exposed surface exceeding 0.5 sqm in each location is not plastered with cement mortar 1:3 (1
cement : 3 fine sand) 6mm thick, necessary deduction shall be made for plastering not done.
PLACE: SIGNATURE OF TENDERER/CONTRACTOR
DATE: ADDRESS:
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SPECIAL CONDITIONS FOR SUPPLY OF CEMENT
1. The cement required for the works will be arranged by the contractor at his own cost.
2. Cement will be procured by contractor from the main producers/their authorized
dealers/authorized stock holders. Cement should conform to relevant BIS Specifications.
3. Cement bags should bear the following information in legible markings.
a) Manufacturer’s name
b) Registered Trade mark of Manufacturer, if any.
c) Type of cement
d) Weight of each bag in Kgs or No. of Bags/Tonne
e) Date of manufacture, (Generally marked as week of the year/year of manufacture,
e.g.30/93 which means 30th week of 1993). For each lot of cement brought at site, the
contractors will be required to produce Test Certificate from manufacturer/reputed
firm/institute/lab (as decided by Engineer-in-charge) and the same shall conform to relevant BIS
Specifications. Some of the tests which may be carried out are
i) Compressive strength
ii) Initial and final setting time
iii) Consistency
iv) Soundness
4. The written approval of the Engineer-in-charge will have to be taken by the contractor
before using the cement brought at site.
5. Whenever the term “Bag” is used in the context of consumption of cement, it shall be for
50 kgs. quantity of cement.
6. Railways may also take samples of cement during the course of execution of work and
get the same tested to ascertain its conformity to relevant BIS Specifications. The cost of the
sample and the charges for testing will have to be borne by the contractor.
7. The consumption of cement will be regulated as per the ratio prescribed for individual
item of Master Schedule and Non-Schedule items in the Tender documents/Basic Schedule of
Rates (BSR).
8. No extra payment will be made to the contractor for the wastage/excess consumption of
cement etc.
9. The payment for cement consumed for the work will be made to the contractor for the
work successfully executed and certified by the Engineer-in-charge. Same will be calculated in
terms of Para 7 and 8 above under relevant Schedule/Non/Schedule item provided for in the
tender schedule.
10. No payment will be made to the contractor for the cement brought at site, but not
consumed such payments will be made in terms of Para 9 above only.
11. In case, however, where the quantity of cement used on the work is less than what is
prescribed for the item, the recovery will be made at twice the market rate for the quantity of
cement less consumed. This will be subject to certificate by Engineer-in-charge towards the
work being not of substandard quality found of being acceptable.
12. Empty cement bags would be the property of the contractor and shall be disposed of by
the contractor himself.
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SPECIAL CONDITIONS FOR SUPPLY OF REINFORCEMENT STEEL
1. The reinforcement steel required for the works will have to be arranged by the contractor
at his own cost.
2. The stipulations, if any, made in the Standard Schedule of Rates, Non-Schedule items,
Standard Specifications and in the Tender documents towards supply of reinforcement steel by
Rlys. standard modified to the extent that now the steel will have to be arranged by the
contractor at his own cost.
3. The reinforcement steel required for the work will be procured by the contractor from the
main producers/authorized dealer/authorized stock holders and the same should conform to
relevant BIS Specifications indicated below.
i) Plain reinforcement steel conforming to IS-432/1984 or latest edition
ii) Tor/reinforcement steel conforming to IS-1786/1979.
4. Before using such steel procured by contractor written approval of Engineer-in-charge
will have to be obtained by the contractor.
5. Railways will be at liberty to take samples during the course of execution of work and get
the same tested to ascertain the quality of steel conforming to relevant specification. The cost of
sample and the charges for testing will have to be borne by the contractor.
6. The consumption of steel will be regulated as per bar bending Schedule and drawings
issued to the contractor and/or as directed by the Engineer-in-charge.
7. For the purpose of calculating gross weight of the reinforcement consumed for the work,
standard weight of concerned section of reinforcement steel bar used will be multiplied by the
total length of the bar used for the work.
8. It shall be noted that for the purpose of payment only, authorized overlaps will be
accounted for. Unauthorized overlaps, wastage, excess consumption etc., will not be paid for to
the contractor.
9. The payment for the reinforcement steel consumed for the work will be made to the
contractor for the work successfully executed and certified by the Engineer-in-charge for the
payment and the same will be calculated in terms of para 6,7 and 8 above.
10. No payment will be made to the contractor for the reinforcement steel brought at site but
not consumed. Such payment will be made in terms of para 9 above only.
PLACE: SIGNATURE OF TENDERER/CONTRACTOR
DATE: ADDRESS
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SPECIAL CONDITIONS OF CONTRACT FOR TRACK WORK
1. The contractor shall be governed by the Southern Railway’s General Conditions of
Contract. Indian Railways Permanent Way Manual. Indian Railway Track Manual Schedule
of Dimensions and the standard specifications for track works. In case of contradictions the
clauses under these special conditions shall prevail.
2. Tenderer in his own interest should visit the site of track with the concerned Section
Engineer (P.Way) / Assistant Engineer or with their authorised representative after fixing up
on appointment with them in advance and ascertain the nature and quantum of work, site
conditions availability of approach road, availability of labour, water, electricity, land for
labour camps etc.,
3. The contractor shall not start any work of the track under traffic conditions without the
presence the Railway’s supervisor at site. In case the contractor or his representative start
any work in the absence of the supervisor, it shall be treated as unauthorised and illegal
tampering with track and shall be liable for action under the Indian Railways.
4. In case any train is detained at the approach of work spot at a station on account of its
passage being considered unsafe by Railways Supervisor on account of bad workmanship by
the contractor of the track parameters being unsatisfactory for safe passage of trains, or due
to the contractor leaving the work unfinished or due to work being delayed by the contractor,
the Railway shall be entitled to recover detention charges from contractor’s bills or Security
Deposit or any other dues at the rate of Rs.5,000/- per hour of detention or part thereof.
Detention to trains as determined by the Railway shall be final and binding upon the
contractor.
5. Not withstanding the provision of Clause 62 of General Conditions of Contract, the Railway
reserves the right to terminate the contract with immediate effect if the contractor is found
responsible for any breach of rule which affects the safe running of trains without giving any
notice to the contractor.
6. In case an accident occurs at the work spot, the findings of the Enquiry Committee set up by
the Railway to investigate the case of the accident shall be final and binding on the
contractor. If the contractor is held responsible for the accident the contract is liable to be
terminated forthwith notwithstanding the provision of clause 62 of GCC.
7. Irrespective of the provisions of clause 62 of GCC or otherwise, penalty upto an upper limit
of 10 % of the total cost of work may be imposed in case an accident occurs due to
contractor’s negligence as decided by the Railways ad Railway’s decision shall be final and
binding on the contractor. The contractor is also liable for persecution if loss of life is
involved.
8. Traffic blocks as required to carry out certain track works will be arranged by the Railways.
Actual availability of block would depend on flow of traffic and there may be variations in
availability of block vis-avis those planned. The wastage labour, if any occurring or account
of non-availability of block would not be paid for. No claims on such account shall be
considered.
9. The contractor shall proceed with the work in systematic manner so as to ensure that the
stretch of track under speed restriction and its duration are kept to a minimum. The decision
of the Engineer in this respect shall be final and binding.
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10. The work shall be so carried out that there is no infringement to the Railway’s schedule of
dimensions.
11. The Railway shall arrange for protection of track(s) by their staff. In addition, the contractor
may arrange for lockout men for protection to warn his workers of any approaching train.
No compensation will be paid by the Railway, in case of injury or death to the contractor’s
labour and the contractor shall identify the Railways of any responsibility in this regard. The
contractor may obtain Group Insurance in respect of his workers.
12. An each site of work, the contractor shall employ and most one Technical Supervisor who
should have adequate experience in execution of track works. The name, technical
qualification and details of experience of the technical supervisor as employed shall be
advised to the Engineer. If in the opinion of the Engineer, this supervisor is not fit to be in-
charge of the work shall be forthwith replaced. In this matter, the decision of the Engineer
shall be final and binding on the contractor.
13. The contractor’s technical supervisor shall be present at site, at all times when the work is
being executed. The contractor shall employ adequate to number of workers to give
consistent and desired progress every day.
14. For executing the works the contractor has to arrange his own tools, plant and equipment,
unless otherwise stated in the schedule Railway shall provide equipment which is specifically
mentioned in the description / specification of items in the schedule. In all the other cases,
hire charges for the tools, plants and sleepers will be recovered from his bills / security
deposits as per extant rules or any other dues.
15. The contractor shall arrange for safe custody of the materials supplied / hired to him. In case
of loss of Railway materials, the Railway will recover the cost as per extant rules.
16. Its order books progress registers and materials issue registers shall be maintained at site and
entries shall be recovered on day-to day basis in the registers and signed jointly by Railway’s
supervisor and by the contractor or his authorised representative. All details of various
stages of work imposition and removal of speed restrictions, measurements of track
parameters accountal of released materials etc., shall be recovered therein.
17. In case of loading / unloading from the Railway wagons all commercial formalities shall be
observed. All demurrage / wharfage charges occurring due to reference to contractor will be
recovered from his bills.
18. Provision of temporary speed restriction boards and their lighting etc., will be arranged by
the Railway.
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19. Non compliance with instructions / directives of the engineer’s representatives
1. The contractor shall always comply with the instructions / directives issue by the Engineer’s
representative from time to time. In the event of non-compliance with the instructions /
directives apart from an in addition to other remedies available to the Railways as specified
herein above, the Engineer’s representative may employee considered appropriate and
adequate by him to provide the requisite conditions for the same and unhampered movement
of Railway traffic. The decision of the Engineer’s representative in regard to the need and
appropriateness adequacy of the deployment of the required workers with necessary
equipment shall be final and conclusive. The number of workers so deployed by the
Railway shall be intimated in writing by the Engineer’s representative to the contractor soon
after such deployment.
2. The required workers with necessary equipment are deployed in the above manner, recovery
at the following rate shall be made from the contractor’s dues under this contract, or from
any other monies of the contractor available with the Railway under any other contract. The
recovery for the above total man hours so deployed at the work site for the above purpose
shall be made at the rate of Rs.20/- (Rupees twenty only) per man hours. The aggregate
period of the man-hours for the above recoveries shall be reckoned from the time the
workers are actually deployed at the work site till the work is completed to the satisfaction of
the Engineer’s representative whose decision in this regard shall be final conclusive and
binding on the contractor. Recovery for the deployment of equipment shall be made at a rate
twice the hire charges as per extant rules.
20. Presostment non-compliance with the instructions/directions of engineer’s representatives
1. If the contractor persistently does not comply with the instructions / directives of the
Engineer’s representative, apart from and in addition to the remedies available to the
Railways specified herein above without prejudice to the Railway’s rights in this regard the
Engineer’s representative which for the purpose of this cause shall include the Inspector of
Civil Engg. Department appointed by the Railway can suspend the contractor’s works till the
Engineer’s representative is satisfied that the contractor has taken necessary steps to comply
with the instructions/directives issued by the Engineer’s representative.
2. The decision of the Engineer’s representative in this regard shall be final conclusive and
binding on the contract. The contractor shall not have any claims whatsoever against the
Railway for such suspension of the work.
3. During such period of suspension of work, the contractor shall not in any manner attempt to
carry out any work at the work site. Any such attempt on the part of the contractor shall that
amount to tempering of the Railway track for which the contractor shall be liable for
appropriate action under the relevant provisions of the Indian Railway Act.
PLACE: SIGNATURE OF TENDERER/CONTRACTOR
DATE: ADDRESS:
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General And Operating Instructions of Indian Railways Unified Standard Schedule
Of Rates & Standard Specifications 2011
1. General Instructions:
1.1 These instructions & guidelines are applicable for all items included in all Chapters.
1.2 Cost of cement is not included in any item except where specifically mentioned in the item.
However, in case of pre fabricated CC/RCC items, which are to be purchased from market, cost
of cement in manufacturing these items is included in rate. Cost of white cement, wherever
required is included in the rate of relevant item.
1.3 Cost of carriage of materials upto the site of work is included in the input cost of basic items.
1.4 In Rate Analysis, misc. expenditure has been taken care of under the heading ‘Sundries’
(indicated by Item Code 9999 in the Basic Rates Sheet). Rate for ‘Sundries’ has been taken as
1.00 and will remain constant for all Zonal Railways. This shall be increased @ 5% per annum,
i.e. rate after one year shall be changed from 1.00 to 1.05.
1.5 Design Mix Cement Concrete of all grades from M-15 to M-40 will be paid at same rate
irrespective of grade mentioned in the item. Grade mentioned is for guidance purpose. However,
grade of RCC to be used at site shall be mentioned in the BOQ.
1.6 Polyester Triangular Fibre may be added in CC/RCC/Plaster/Flooring/Concrete Pavement &
other Misc. items of any Chapter, e.g. Chapters - 3, 4, 5, 9, 10, 11, 17, 19, 20 & 23 and wherever
required. However, relevant item is given in Chapter 4 (RCC) as Item no. 045030 (Specifications
- Para 4.11).
1.7 Cost of Admixture shall be paid extra unless specified in the item.
1.8 Items in Chapter-21 are for works not requiring traffic block unless otherwise specified in the
relevant item. All items are for clear span upto 45.7m, unless otherwise specified.
1.9 Consumption of cement, if any has been mentioned against the relevant item in the SOR.
Quantity indicated is in quintal required for execution of one unit quantity of relevant item. In
case of Design Mix, cement consumption shall be as per approved mix. However, indicative
cement consumption has been given. In case of hollow/solid block masonry, consumption of
cement shall be assessed at site as it depends upon size/shape/type of block.
1.10 Cost of shuttering, wherever required, has to be paid separately and is not included in the
rate of item except where specifically mentioned. Shuttering shall be paid only for the area
coming in contact with the concrete surface.
1.11 Fusion bonded epoxy-coated reinforcement bars as per relevant item in Chapter 4 shall be
used in coastal areas or as decided by the Engineer-in-charge.
1.12 For bridge works, items mentioned in Chapters – 19, 20, 21 and 22 shall be used. These
items shall not be used for any work other than bridge works.
1.13 Species of suitable wood to be used against items mentioning country wood shall be
identified and approved by Zonal Railway. New items may have to be derived by Railways, if
there is rate difference in different species.
1.14 Use of asbestos fibre cement items in new structures shall be discouraged and these items
shall be used only for maintenance of existing structures.
1.15 PL-AL-PL and CPVC pipes shall be used with specific approval of competent authority, as
these are very costly.
PLACE: SIGNATURE OF TENDERER/CONTRACTOR
DATE: ADDRESS
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Clause 46A of GCC - PRICE VARIATION CLAUSE Applicable for advertised tender value exceeding Rs. 50 lakhs (Rupees fifty lakhs)
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SETTLEMENT OF DISPUTES – INDIAN RAILWAY ARBITRATION RULES
(Clause as provided for in the General Conditions of Contract)
63. Matters finally determined by the Railway – All disputes and differences of any kind
whatsoever arising out of or in connection with the contract, whether during the progress of the
work or after its completion and whether before or after the determination of the contract, shall
be referred by the contractor to the GM and the GM shall within 120 days after receipt of the
contractor’s representation make and notify decisions on all matters referred to by the contractor
in writing provided that matters for which provision has been made in clauses 8, 18, 22(5), 39,
43(2), 45(a), 55, 55-A(5), 57, 57A,61(1), 61(2) and 62(1) to (xiii) (B) of General Conditions of
contract or in any clause of the special conditions of the contract shall be deemed as ‘excepted
matters’ (matters not arbitrable) and decisions of the Railway authority, thereon shall be final
and binding on the contractor; provided further that ‘excepted matters’ shall stand specifically
excluded from the purview of the arbitration clause.
64 (1) (i) - Demand for Arbitration-In the event of any dispute or difference between the
parties hereto as to the construction or operation of this contract, or the respective rights and
liabilities of the parties on any matter in question, dispute or difference on any account or as to
the withholding by the Railway of any certificate to which the contractor may claim to be
entitled to, or if the Railway fails to make a decision within 120 days, then and in any such case,
but except in any of the “excepted matters” referred to in Clause 63 of these conditions, the
contractor, after 120 days but within 180 days of his presenting his final claim on disputed
matters shall demand in writing that the dispute or difference be referred to arbitration.
64 (1) (ii) - The demand for arbitration shall specify the matters which are in question, or subject
of the dispute or difference as also the amount of claim item wise. Only such dispute(s) or
difference(s) in respect of which the demand has been made, together with counter claims or set
off, given by the Railway, shall be referred to arbitration and other matters shall not be included
in the reference.
64 (1) (ii) - (a) The Arbitration proceedings shall be assumed to have commenced from the day, a
written and valid demand for arbitration is received by the Railway.
(b) The claimant shall submit his claim stating the facts supporting the claims along with all the
relevant documents and the relief or remedy sought against each claim within a period of 30 days
from the date of appointment of the Arbitral Tribunal.
(c) The Railway shall submit its defence statement and counter claim(s), if any, within a period
of 60 days of receipt of copy of claims from Tribunal thereafter, unless otherwise extension has
been granted by Tribunal.
(d) The place of arbitration would be within the geographical limits of the Division of the
Railway where the cause of action arose or the Headquarters of the concerned Railway or any
other place with the written consent of both the parties.
64 (1) (iii) - No new claim shall be added during proceedings by either party. However, a party
may amend or supplement the original claim or defence thereof during the course of arbitration
proceedings subject to acceptance by Tribunal having due regard to the delay in making it.
64 (1) (iv) - If the contractor(s) does/do not prefer his/their specific and final claims in writing,
within a period of 90 days of receiving the intimation from the Railways that the final bill is
ready for payment, he/they will be deemed to have waived his/their claim(s) and the Railway
shall be discharged and released of all liabilities under the contract in respect of these claims.
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64 (2) - Obligation During Pendancy of Arbitration - Work under the contract shall, unless
otherwise directed by the Engineer, continue during the arbitration proceedings, and no payment
due or payable by the Railway shall be withheld on account of such proceedings, provided,
however, it shall be open for Arbitral Tribunal to consider and decide whether or not such work
should continue during arbitration proceedings.
64 (3) (a) (i) - In cases where the total value of all claims in question added together does not
exceed Rs.25,00,000/- (Rupees twenty five lakhs only), the Arbitral tribunal shall consist of a
sole arbitrator who shall be a gazetted officer of Railway not below JA grade, nominated by the
General Manager. The sole arbitrator shall be appointed within 60 days from the day when a
written and valid demand for arbitration is received by GM.
64 (3) (a) (ii) - In cases not covered by the clause 64(3) (a)(i), the Arbitral Tribunal shall consist
of a Panel of three Gazetted Rly. Officers not below JA grade or 2 Railway Gazetted Officers not
below JA Grade and a retired Railway Officer, retired not below the rank of SAG Officer, as the
arbitrators. For this purpose, the Railway will send a panel of more than 3 names of Gazetted
Rly. Officers of one or more departments of the Rly. which may also include the name(s) of
retired Railway Officer(s) empanelled to work as Railway Arbitrator to the contractor within 60
days from the day when a written and valid demand for arbitration is received by the GM.
Contractor will be asked to suggest to General Manager at least 2 names out of the panel for
appointment as contractor’s nominee within 30 days from the date of dispatch of the request by
Railway. The General Manager shall appoint at least one out of them as the contractor’s nominee
and will, also simultaneously appoint the balance number of arbitrators either from the panel or
from outside the panel, duly indicating the ‘presiding arbitrator’ from amongst the 3 arbitrators
so appointed. GM shall complete this exercise of appointing the Arbitral Tribunal within 30 days
from the receipt of the names of contractor’s nominees. While nominating the arbitrators it will
be necessary to ensure that one of them is from the Accounts department. An officer of Selection
Grade of the Accounts Department shall be considered of equal status to the officers in SA grade
of other departments of the Railway for the purpose of appointment of arbitrator.
64 (3) (a) (iii) - If one or more of the arbitrators appointed as above refuses to act as arbitrator,
withdraws from his office as arbitrator, or vacates his/their office/offices or is/are unable or
unwilling to perform his functions as arbitrator for any reason whatsoever or dies or in the
opinion of the General Manager fails to act without undue delay, the General Manager shall
appoint new arbitrator/arbitrators to act in his/their place in the same manner in which the earlier
arbitrator/arbitrators had been appointed. Such re-constituted Tribunal may, at its discretion,
proceed with the reference from the stage at which it was left by the previous arbitrator (s).
64 (3) (a) (iv) - The arbitral Tribunal shall have power to call for such evidence by way of
affidavits or otherwise as the Arbitral Tribunal shall think proper, and it shall be the duty of the
parties hereto to do or cause to be done all such things as may be necessary to enable the Arbitral
Tribunal to make the award without any delay. The Arbitral Tribunal should record day to-day
proceedings. The proceedings shall normally be conducted on the basis of documents and written
statements.
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64 (3) (a) (v) - While appointing arbitrator(s) under sub-clause (i), (ii) & (iii) above, due care
shall be taken that he/they is/are not the one/those who had an opportunity to deal with the
matters to which the contract relates or who in the course of his/their duties as Railway servant(s)
expressed views on all or any of the matters under dispute or differences. The proceedings of the
Arbitral Tribunal or the award made by such Tribunal will, however, not be invalid merely for
the reason that one or more arbitrator had, in the course of his service, opportunity to deal with
the matters to which the contract relates or who in the course of his/their duties expressed views
on all or any of the matters under dispute.
64 (3) (b) (i) - The arbitral award shall state item wise, the sum and reasons upon which it is
based. The analysis and reasons shall be detailed enough so that the award could be inferred
there from.
64 (3) (b) (ii) - A party may apply for corrections of any computational errors, any typographical
or clerical errors or any other error of similar nature occurring in the award of a tribunal and
interpretation of a specific point of award to tribunal within 60 days of receipt of the award.
64 (3) (b) (iii) - A party may apply to tribunal within 60 days of receipt of award to make an
additional award as to claims presented in the arbitral proceedings but omitted from the arbitral
award.
64(4) In case of the Tribunal, comprising of three Members, any ruling on award shall be made
by a majority of Members of Tribunal. In the absence of such a majority, the views of the
Presiding Arbitrator shall prevail.
64(5) where the arbitral award is for the payment of money, no interest shall be payable on
whole or any part of the money for any period till the date on which the award is made.
64(6) The cost of arbitration shall be borne by the respective parties. The cost shall inter-alia
include fee of the arbitrator(s), as per the rates fixed by the Railway Board from time to time and
the fee shall be borne equally by both the parties. Further, the fee payable to the arbitrator(s)
would be governed by the instructions issued on the subject by Railway Board from time to time
irrespective of the fact whether the arbitrator(s) is/ are appointed by the Railway Administration
or by the court of law unless specifically directed by Hon’ble court otherwise on the matter.
64(7): Subject to the provisions of the aforesaid Arbitration and Conciliation Act 1996 and the
rules there under and any statutory modifications thereof shall apply to the arbitration
proceedings under this clause.
PLACE: SIGNATURE OF TENDERER/CONTRACTOR
DATE: ADDRESS:
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TECHNICAL CIRCULAR No. 1/2013 dated 17.01.13 (Instructions to be followed)
1. The exposed surfaces of RCC work (Surfaces which remains permanently exposed to view in the completed surface) to be plastered with cement mortar 1:3 of thickness not exceeding 6 mm to give smooth and even surface. Necessary deduction in payment will be made for plastering not done for such exposed surfaces exceeding 0.5 sq m.
2. Ceramic floor tiles of group B-II (class II) alone to be adopted except for RE camp offices.
3. Keep top of RCC plinth beam above ground level at-least 50mm and this has to be ensured.
4. A minimum of 100 mm brickwork is required between top of floor level and top of plinth beam for fixing joineries.
5. Styles of PVC door shutter should be reinforced by inserting galvanised MS tubes. Products with this specification are available in all District headquarters.
6. Concealed beams to be provided in the roof slabs wherever partition wall is coming above.
7. Acid proof tiles to be provided to the required height specified in the Type drawing and not to be increased.
8. Wherever heavy earth filling is involved, framed structures with RCC footing type foundation only to be adopted.
9. RCC footings (isolated / combined / continuous) in foundation, edge thickness not to exceed 200 mm (as per design) otherwise a minimum of 150 mm is to be adopted.
10. RR masonry walls width, not to exceed 750 mm for providing stability in foundations. Where excess width has to be adopted, RCC cantilever/ counterfeit retaining walls are to be adopted for better stability.
11. There is no classification such as “Made up” or “Filled soil”. Soil is to be well compacted before laying levelling course with CC. Wherever the area is water logged and water table met at lesser depth, sufficient trial pits are to be made to determine the SBC of soil and type of foundation. Work has to be taken up only after competent authority’s approval for any positive variations/ introduction of new items.
12. Shallow foundations are to be adopted up-to a depth of 1.50 m below ground level. Beyond, deep foundations (Pile/ Raft) with prior design approval, new item/ positive variations as applicable are to be worked out and execution to be taken up only after competent authority’s approval.
13. As a general practice other than type plans, continuous RCC footing (load bearing wall type) depth of foundation below ground level not to exceed 1200mm and for RCC framed structures (isolated and combined footings) not to exceed 1500 mm. width of continuous RCC footings not to exceed 900 mm. Other than type plans, floor level of buildings above ground level not to exceed 450 mm. As per Bridge Code, bottom of PCC for foundations from ground level not to be less than 1000 mm and this has to be ensured. The distance between bottom of PCC (foundations) and Ground Floor-floor level top given in type plan/ Approved plan not to be exceeded. This distance is the governing criterion. The depth of foundation below ground level given in type plan is only for guidance and not a governing criterion.
14. For foundations other than water logged areas, for walls of half/full bricks (non-load bearing type)/ compound wall of half/ full brick thickness up-to 1.5 m height , bottom of CC levelling course not to exceed 750 mm from ground level. Maximum width of CC levelling course not to exceed 600 mm and a minimum of 450mm is to be provided. Compound wall with half brick, additional brick work as stiffener (column like projections) for a width not exceeding 345mm at intervals not less than 3m centre to centre to be provided and at all corners. Height of compound wall not to exceed 1500mm above ground level.
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15. For all buildings, all-round for a minimum width of 750mm and a maximum of 1250 mm (depending upon site conditions and approved by competent authority), CC paving to be provided. CC paving of thickness 75mm above ground level with 20mm metal, supported by CC 100 mm thickness with 40mm metal. Before providing base CC, the earth to be well profiled and compacted.
16. Wherever building is to be located on a sloppy ground, the plot to be leveled to fix the ground level. When extreme slopes met, difference greater than 1m in the plot, ground level to be fixed in consultation with Tender accepting authority.
17. For four wheeler and two wheeler parking areas, CC flooring above ground level to be with 20 mm metal thickness 75 mm and a base CC with 40 mm metal for a thickness of 100 mm are to be adopted. The base concrete to be made on the required and well compacted earth profile.
18. RCC framed buildings, continuous lintel to act as tie beam shall be provided. Depth not to exceed 200 mm and width matching the wall thickness.
19. Other than special structures and staff quarters, all service buildings are designed for G+1 floor loadings. Site plans approved in water logged areas, SBC to be determined before taking up the execution, positive variations if any, and introduction of new items duly approved by competent authority.
20. In case of water logged areas, compound wall foundations to be designed on pile. Before taking up the execution, positive variations if any and introduction of new items are to be approved by competent authority.
21. Sand filling not to be operated. Wherever earth filling above Ground level and below Floor level is required only good earth to be used. Necessary new item shall be operated if Railways earth found not suitable and item not provided in the Schedule.
22. Plastering to be adopted as per specifications given in type plans and approved plans only.
23. Any positive variations in Tender Schedule quantities and new items are to be carried out only after competent authority’s approval (Ref: Para A.2.10 of Schedule of powers -2011, issued by Central Organization for Railway Electrification, Allahabad and various provisions given in Tender documents).
24. Drawings for reference No. CPM/RE/C/Misc/ 01-13 (sketches 1-6) dt. 17.01.2013. Note:
(i) Works carried out with additional thickness, reinforcement and sections prescribed deserves no payment.
(ii) Sections given can be reduced with the approval of Engineer- in-charge duly certifying for structural safety.
- 48 -
Indian Railways
Railway Electrification
Name of work: Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai Division of Southern Railway.
SCHEDULE - A List of items which are covered by S.Rly's USSOR 2011 applicable to MAS Division with all correction slips issued upto date
Sl. no.
Item No
Description Unit Qty. Rate Amount
FOUNDATION:
1 011010 Earth work in excavation as per approved drawings 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
011011 All kinds of soils 1 cum 30.00 103.32 3099.60
2 011070 Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all soils
1 cum 10.00 9.97 99.70
3 012010 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.
1 cum 30.00 10.30 309.00
4 171610 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of all length M-35 grade to carry a safe working load not less than specified including cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and pile to be embedded in the pile cap etc. all including removal of excavated earth with all lifts and leads. Length of pile for payment shall be measured upto bottom of pile cap. Payment for steel reinforcement & cement will be made separately.
[a] 171614 500mm dia. Piles 1 m 250.00 1642.68 410670.00
[b] 171611 300mm dia. Piles 1 m 120.00 981.27 117752.40
- 49 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
5 192080 Providing, fabricating and installing casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, pumping and bailing out water wherever required, complete as per technical specifications as directed by Engineer in charge contd. - This will include the weight of plate only and no cognizance will be given for the fittings, i.e. rivets and welding etc.
1 MT 6.00 51276.02 307656.12
6 171650 Vertical load testing of piles in accordance with IS:2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and the direction of Engineer-in-Charge
171651 Single pile upto 50 tonne capacity-initial test
Each Test 1.00 31935.44 31935.44
7 031010 Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level :
031013 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size)
1 cum 84.00 1509.86 126828.24
8 041010 Providing and laying in position M 20/25 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
041011 All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter, Wall etc.
1 cum 150.00 1927.58 289137.00
9 051010 Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in :
051018 Cement mortar 1:6 (1 cement : 6 coarse sand)
1 cum 25.00 4030.31 100757.75
10 057100 Add or deduct from rate of brickwork when the bricks specified or permitted to be used by Engineer are of class designation other than 7.5
057104 Deduct for Class Designation 3.5 1 Cum 26.00 -356.30 -9263.80
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Sl. no.
Item No
Description Unit Qty. Rate Amount
11 012040 Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift
1 cum 100.00 23.00 2300.00
12 012050 Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete
1 Cum 45.00 649.64 29233.80
Form work for foundation :
13 042010 Centering and shuttering including strutting, propping etc. and removal of form for :
[a] 042011 Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc.
1 Sqm 80.00 144.80 11584.00
[b] 042014 Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers(plinth beam)
1 Sqm 40.00 206.61 8264.40
14 031060 Centering and shuttering including strutting, propping etc. and removal of form work for :
031062 Retaining walls, return walls, walls (any thickness) including attached plasters, buttresses, plinth and string courses fillets etc.
1 Sqm 200.00 247.17 49434.00
SUPER STUCTURE:
15 041010 Providing and laying in position M 20/25 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
041012 All work in buildings above plinth level upto floor two level.
1 cum 25.00 2135.97 53399.25
Form work:
16 042010 Centering and shuttering including strutting, propping etc. and removal of form for :
[a] 042015 Columns, pillars, , posts and struts 1 Sqm 60.00 326.50 19590.00
[b] 042014 Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers
1 Sqm 20.00 206.61 4132.20
[c] 042013 Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform
1 Sqm 50.00 244.27 12213.50
17 042020 Centering and shuttering including strutting, propping etc. and removal of form for special shapes
[a] 042025 Edges of slabs and beams in floors and walls under 20 cm wide
1 metre 40.00 99.50 3980.00
[b] 042029 Weather shade, Chajjas, corbels etc. including edges
1 Sqm 6.00 381.35 2288.10
- 51 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
18 051010 Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in :
051018 Cement mortar 1:6 (1 cement : 6 coarse sand)
1 cum 34.00 4030.31 137030.54
19 051040 Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level :
1 cum 34.00 171.68 5837.12
20 057100 Add or deduct from rate of brickwork when the bricks specified or permitted to be used by Engineer are of class designation other than 7.5
057104 Deduct for Class Designation 3.5 1 Cum 34.00 -356.30 -12114.20
21 051180 Half brick masonry with bricks of class designation 7.5 in foundations and plinth in :
051182 Cement mortar 1:4 (1 Cement : 4 coarse sand)
1 Sqm 1.00 473.70 473.70
22 051190 Extra for half Brick masonry in superstructure above plinth level upto floor two level
1 Sqm 1.00 47.55 47.55
23 057104 Deduct for Class Designation 3.5 1 Cum 0.20 -356.30 -71.26
24 043010 Providing, hoisting and fixing in position upto floor two level M20/M25 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 surface
043014 In Shelves, cantilevers, chajjas, sunshades etc.
1 cum 0.10 3465.02 346.50
25 031020 Providing and laying cement concrete, up to plinth in retaining walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc., excluding cost of cement and shuttering, centering
031023 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size)
1 cum 36.00 1866.25 67185.00
- 52 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
26 092010 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete
092011 25mm thick with 12.5mm nominal size stone aggregate
1 Sqm 400.00 94.75 37900.00
27 078130 Providing and fixing factory made P.V.C. door frame of size 50x47mm 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 15x15mm M.S. square tube of 19 gauge, EDPM rubber gasket weather seat 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
1 metre 5.70 400.21 2281.20
28 078180 Providing and fixing to existing door frame 24mm thick factory made PVC door shutters made of styles and rails of a PVC hollow section of size 59mm x 24mm with a wall thickness 2mm±0.2mm. The styles and rails mitered cut and joined at corners by means M.S. galvanized/plastic brackets of size 75mmx220mm having wall thickness 1.0mm/solid and fix with stainless steel screws. The style of shutter reinforced by inserting galvanised M.S. tube of size 19mmx19mm with a wall thickness 2mm + 0.2mm, fixed to shutter styles by means of plastic /galvanised M.S. 'U' cleats. The shutter frame filled with a PVC multi-chambered panel of size 20mmx200mm with a wall thickness 1mm+0.1mm. The panels filled vertically and tie bar at two places by inserting horizontally 0.6mm galvanized M.S.rod and fastened with nuts and washers.
1 Sqm 1.60 838.33 1341.33
29 078030 Providing and fixing aluminium tower bolt ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc., complete
078035 100mm x 10mm 1 Each 2.00 66.95 133.90
- 53 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
30 078060 Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc., complete
078062 100mm 1 Each 2.00 56.90 113.80
31 078010 Providing and fixing aluminium butt hinges ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc., complete
078016 75mm x 63mm x 4 mm 1 Each 3.00 80.93 242.79
32 111010 12 mm cement plaster of mix -
111012 1:6 (1 cement : 6 fine sand) 1 Sqm 270.00 70.54 19045.80
33 111060 20 mm cement plaster of mix
111062 1:6 (1 cement : 6 coarse sand) 1 Sqm 235.00 98.95 23253.25
34 095020 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 including pointing in white cement mixed with pigment of matching shade complete
095021 Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 300x300mm
1 Sqm 45.00 459.12 20660.40
35 095010 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 cement : 3 coarse sand) including pointing in white cement mixed with pigment of matching shade complete
095012 200x300 mm 1 Sqm 40.00 440.70 17628.00
36 115010 White washing with lime to give an even shade (ceiling)
115011 New work (three or more coats) 1 Sqm 50.00 8.72 436.00
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Sl. no.
Item No
Description Unit Qty. Rate Amount
37 115040 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
115042 New work (two or more coats of distemper) over and including priming coat with distemper primer
1 Sqm 290.00 61.79 17919.10
38 115110 Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm
1 Sqm 320.00 42.91 13731.20
39 071010 Providing wood work in frames of doors, windows, clerestory windows and other frames and trusses, wrought, framed and fixed in position :
071014 Kail, venteak, pillamarudhu or locally available comparable species of good country wood (to be listed by respective railway)
1 cudm 400.00 42.15 16860.00
40 072140 Providing and fixing to IS: 2202 Part-1 marked flush door shutter decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
072142 30mm thick including ISI marked stainless steel butt hinges with necessary screws
1 Sqm 8.00 1595.34 12762.72
41 072170 Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of shutters (overall area of door shutters to be measured)
1 Sqm 8.00 82.39 659.12
42 074280 Providing 40mmx5mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30cmx10cmx15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate-20mm nominal size)
1 Each 30.00 62.94 1888.20
43 072010 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
072016 Kail, venteak, pillamarudhu or locally available comparable species of good country wood (to be listed by respective railway) - 30mm thick
1 Sqm 15.00 1405.92 21088.80
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Sl. no.
Item No
Description Unit Qty. Rate Amount
44 072020 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
072023 Kail, venteak, pillamarudhu or locally available comparable species of good country wood (to be listed by respective railway) 15 mm thick
1 Sqm 8.00 948.65 7589.20
45 072030 Providing and fixing paneling and/or glazing in panelled and/or glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling/glazing for panelled/ glazed or panelled and glazed shutters 25mm to 40mm thick:
072037 Glazing with float glass panes 4mm thick (10kg/sqm)
1 Sqm 8.00 455.73 3645.84
46 075060 Providing and fixing M.S. tower bolts generally conforming to IS:204 (Part I) with necessary screws etc. complete of size.
[a] 075061 250x10 mm (Door) 1 Each 10.00 71.04 710.40
[b] 075064 100x10 mm (Window) 1 Each 36.00 34.28 1234.08
47 075070 Providing and fixing M.S. door handles with necessary screws etc. complete.
[a] 075072 100mm 1 Each 10.00 12.71 127.10
[b] 075073 75mm 1 Each 36.00 10.05 361.80
48 075080 Providing and fixing MS hooks and eyes
075085 100mm 1 Each 36.00 5.69 204.84
49 075050 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
075052 250x16 mm 1 Each 5.00 167.77 838.85
50 078070 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete
078071 Single rubber stopper 1 Each 5.00 35.19 175.95
- 56 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
51 077330 Providing and fixing chromium plated brass 100mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality)
1 Each 5.00 708.71 3543.55
52 121010 Applying Priming Coat :
121011 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood)
1 Sqm 50.00 23.15 1157.50
53 121050 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade
121051 Two or more coats on new work 1 Sqm 50.00 49.59 2479.50
54 074230 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
074232 Fixed to opening/ wooden frames with rawl plugs screws etc.
1 Kg 270.00 75.97 20511.90
55 121010 Applying Priming Coat :
121013 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/steel works
1 Sqm 30.00 20.15 604.50
56 121050 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade
121051 Two or more coats on new work 1 Sqm 750.00 49.59 37192.50
57 081030 Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL.
081031 In RSJ, tees, angles and channels (Trusses)
1 Kg 17200.00 67.59 1162548.00
58 081010 Structural steel work in single section including cutting, bending, straightening, drilling, rivetting, bolting, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL
081011 In RSJ, tees, angles and channels (Purlins) 1
Kg 9800.00 54.25 531650.00
- 57 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
59 101080 Supply & installation of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm +/- 5% total coated thickness (TCT) thick Zinc coating 120gsm as per IS:277 in 240mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
1 Sqm 1100.00 581.93 640123.00
60 103090 Providing & fixing machine made UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated `J' or `L' hooks, bolts and nuts 8mm dia. G.I. plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabilizer in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified
103091 2mm thick corrugated / 2mm thick Profile Sheets 1
Sqm 12.00 1958.26 23499.12
61 081140 Supplying and fixing lewis/ holding down bolts of approved design with nuts and washers complete
1 Kg 1500.00 58.36 87540.00
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Sl. no.
Item No
Description Unit Qty. Rate Amount
62 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 and finished neat complete
1 Sqm 52.00 296.14 15399.28
63 104060 Lime concrete terracing on roofs average thickness 10cm laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1lime putty: 2surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parapet wall complete- upto floor two level
1 Sqm 52.00 340.95 17729.40
64 154010 Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete
1 metre 15.00 203.23 3048.45
65 134050 Providing and fixing PTMT grating of approved quality and colour
134052 Circular type 125 mm nominal dia with 25mm waste hole
1 Each 2.00 37.50 75.00
66 108160 Providing and fixing on wall face unplasticised - Rigid PVC single socketed rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion.
108162 110 mm dia 1 metre 6.00 184.41 1106.46
67 108180 Providing and fixing on wall face unplasticised - PVC moulded bend and shoe for unplasticised- Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion
[a] 108182 Bend 87.5 degree, 110mm dia bend
1 Each 2.00 204.99 409.98
[b] 108184 Shoe (Plain), 110mm dia shoe 1 Each 2.00 187.72 375.44
68 108200 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm dia and weighing not less than 440 grams
1 Each 2.00 77.31 154.62
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Sl. no.
Item No
Description Unit Qty. Rate Amount
69 151010 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10litre 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 580x440-mm with integral type foot rests
1 Each 1.00 3550.36 3550.36
70 152090 Providing and fixing 100mm sand cast iron grating for gully, trap
1 Each 2.00 18.65 37.30
71 153410 Providing and fixing Towel rail (C.P.)brass15 mm dia x 600 mm long having approx. wt.500 gm
1 Each 1.00 282.97 282.97
72 153640 Providing and fixing 10cm inlet and 5cm outlet S.C.I. floor trap of self cleansing design with S.C.I. screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors
1 Each 2.00 499.68 999.36
73 131090 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 1.00m spacing. This includes jointing of pipes and fitting with one step CVPC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-charge. Consealed work including cutting chases and making good the walls etc.,
[a] 131092 20mm nominal outer dia. Pipes 1 metre 5.00 148.55 742.75
[b] 131093 25mm nominal outer dia. Pipes 1 metre 5.00 169.60 848.00
74 132010 Providing and fixing brass bib cock of approved quality
132011 15 mm nominal bore 1 Each 3.00 264.89 794.67
75 131130 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work – Exposed on wall
131133 25mm dia. Nominal bore 1 metre 15.00 251.79 3776.85
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Sl. no.
Item No
Description Unit Qty. Rate Amount
76 131150 Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External Work
131153 25mm dia. Nominal bore 1 metre 5.00 240.13 1200.65
77 132040 Providing and fixing ball valve (brass) of approved quality complete high or low pressure with plastic floats complete :
132042 20 mm nominal bore 1 Each 1.00 294.67 294.67
78 132050 Providing and fixing gun metal non-return valve of 25mm nominal bore approved quality (screwed end)
132051 Horizontal 1 Each 2.00 300.03 600.06
79 136150 Providing and placing on terrace/staging (at all heights) polyethylene water storage tank ISI:12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
1 litre 1000.00 7.21 7210.00
80 131190 Providing and fixing PP-R Brass Ball Valve fusion welded, having thermal stability for hot & cold water supply and testing of joints complete as per direction of engineer in charge
131192 25mm Ball valve 1 Each 1.00 241.53 241.53
81 143010 Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C. top slab with 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design
143011 Inside size 90cmx80cm and 45cm deep including C.I. cover with frame (light duty) 455mmx610mm internal dimensions total weight of cover and frame to be not less than 38kg (weight of cover 23kg and weight of frame 15kg) with F.P.S. bricks class designation 7.5
1 Each 2.00 6255.50 12511.00
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Sl. no.
Item No
Description Unit Qty. Rate Amount
82 151070 Providing and fixing wash basin with C.I./M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls, wherever required :
151074 White vitreous china flat back wash basin size 550 mmx400mm with single 15mm C.P. brass pillar tap
1 Each 1.00 1526.94 1526.94
83 153232 Supplying, fitting and fixing wire cowls for pipes 100/150mm dia to vent pipes
1 Each 1.00 100.47 100.47
84 131100 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trench
131107 62.50mm nominal outer dia. Pipes 1 metre 10.00 689.38 6893.80
85 151040 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern , with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors, wherever required
1 Each
151042 Range of two urinal basins with 10 litre white P.V.C. automatic flushing cistern
1 Each 1.00 4992.95 4992.95
86 021170 Leading miscellaneous materials such as iron work, rails, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams/slabs etc. and all similar articles (each individual article or bundle being more than 3.5m long in the longest direction) by truck, trailer etc. including all loading, unloading and stacking, lead over 500m and upto 10 km. Note : Lead under this item is payable when the same exceeds 500m.
1 MT 180.00 143.60 25848.00
87 021171 Additional lead for every subsequent km or part thereof, over 10 km and upto 100 km over item no. 021170
1 MT/ Km
16200.00 7.01 113562.00
- 62 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
88 021510 Hiring of JCB Machine (in good working condition) for leveling and dressing ground / dismantling structures including disposal of debris through dumpers etc. with contractor’s labour, JCB machine, machine operator, fuel etc. The contractor shall arrange road permit for vehicle for all the States of operation, as per instructions of engineer in-charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site.
1 Hour 10.00 741.76 7417.60
89 021140 Leading miscellaneous materials such as iron work, rails, fitting & fastenings, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams/slabs etc. and all similar articles (each individual article or bundle being not more than 3.5m long in the longest direction) including picking up unloading and stacking, lead upto 50m
1 MT 100.00 116.57 11657.00
90 021160 Leading miscellaneous materials such as iron work, rail, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams/slabs etc. and all similar articles (each individual article or bundle being more than 3.5m long in the longest direction) including picking up and stacking, lead upto 50m.
1 MT 10.00 118.22 1182.20
91 182010 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead
182013 In cement mortar 1 Cum 20.00 444.52 8890.40
92 181030 Demolishing R.C.C. work including cutting and 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)
1 Cum 10.00 767.52 7675.20
93 181020 Demolishing plain cement concrete including disposal of material within 50m lead
181022 Mix leaner than 1:2:4 with coarse aggregate larger than 20mm
1 Cum 4.00 324.49 1297.96
94 185010 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts in CC or masonry etc. complete and stacking within 50m lead
1 each 3.00 109.26 327.78
- 63 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
95 186010 Dismantling steel work in single sections including dismembering & stacking within 50m lead in
186011 R.S. joists./ Rails 1 Kg 100.00 0.72 72.00
96 182030 Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50m lead
182033 In cement mortar 1 Cum 50.00 530.45 26522.50
97 184080 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50m lead
184082 Asbestos sheet 1 Sqm 50.00 17.00 850.00
Retaining walls
98 011010 Earth work in excavation as per approved drawings 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
011011 All kinds of soils 1 cum 15.00 103.32 1549.80
99 012010 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.
1 cum 15.00 10.30 154.50
100 171610 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of all length M-35 grade to carry a safe working load not less than specified including cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and pile to be embedded in the pile cap etc. all including removal of excavated earth with all lifts and leads. Length of pile for payment shall be measured upto bottom of pile cap. Payment for steel reinforcement & cement will be made separately.
171611 300mm dia. Piles 1 m 400.00 981.27 392508.00
- 64 -
Sl. no.
Item No
Description Unit Qty. Rate Amount
101 192080 Providing, fabricating and installing casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, pumping and bailing out water wherever required, complete as per technical specifications as directed by Engineer in charge contd. - This will include the weight of plate only and no cognizance will be given for the fittings, i.e. rivets and welding etc.
1 MT 5.00 51276.02 256380.10
102 031010 Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto plinth level :
031013 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size)
1 cum 15.00 1509.86 22647.90
103 012050 Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete
1 cum 10.00 649.64 6496.40
104 041010 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
041011 All work upto plinth level including raft foundation of washable aprons, HS tank, pile cap, footings of FOB and Platform shelter etc.
1 cum 22.00 1927.58 42406.76
Formwork:
105 042010 Centering and shuttering including strutting, propping etc. and removal of form for
[a] 042011 Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc.
1 Sqm 60.00 144.80 8688.00
[b] 042014 Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers
1 Sqm 20.00 206.61 4132.20
106 061010 Random rubble masonry with hard stone in foundation and plinth including levelling up with concrete as per specifications, upto plinth level with
061013 Cement mortar 1:6 (1 cement : 6 coarse sand)
1 cum 100.00 1843.70 184370.00
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Sl. no.
Item No
Description Unit Qty. Rate Amount
107 114040 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand)
114041 Flush/Ruled pointing 1 Sqm 250.00 82.17 20542.50
5737900.65
( One hundred and seven items only )
Note:
1 The tenderers/contractors are requested to quote the percentage at par / above / below for the total of the above schedule both in figures and words in case of any discrepancy in quoted percentage, the percentage quoted in words will be taken as final.
2 All works and materials shall conform to Indian Railways Unified Standard Specifications (Works & Materials) Volume - I and II with all correction slips upto date.
In figures In words
ABOVE
BELOW
AT PAR
PLACE SIGNATURE OF TENDERER / CONTRACTOR
DATE ADDRESS:
- 66 -
Indian Railways
Railway Electrification
Name of work: Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai Division of Southern Railway.
SCHEDULE - B
List of items which are covered by S.Rly's USSOR 2011 applicable to MAS Division with all correction slips upto date
Sl. no.
Item No
Description Unit Qty. Rate Amount
1 252040 Ordinary Portland Cement Grade-43
MT 115.55 5290.00 611261.62
2 252050 Pozzolana Portland Cement (fly ash)
MT 50.86 5175.00 263211.88
(Item two only) 874473.50
Note:
1 The tenderers/contractors are requested to quote the percentage at par / above / below for the total of the above schedule both in figures and words in case of any discrepancy in quoted percentage, the percentage quoted in words will be taken as final.
2 All works and materials shall conform to Indian Railways Unified Standard Specifications (Works & Materials) Volume - I and II with all correction slips upto date.
In figures In words
ABOVE
BELOW
AT PAR
PLACE SIGNATURE OF TENDERER / CONTRACTOR
DATE ADDRESS:
- 67 -
Indian Railways
Railway Electrification
Name of work: Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai Division of Southern Railway.
SCHEDULE - C
List of items which are covered by S.Rly's USSOR 2011 applicable to MAS Division with all correction slips upto date
Sl. no.
Item No
Description Unit Qty. Rate Amount
1 045010 Supplying reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete
045016 Thermo- Mechanically Treated bars Kg 28510.00 53.05 1512455.50
1512455.50
(Item one only)
Note:
1 The tenderers/contractors are requested to quote the percentage at par / above / below for the total of the above schedule both in figures and words in case of any discrepancy in quoted percentage, the percentage quoted in words will be taken as final.
2 Item no. 1 TMT (Fe 500 )
The following branded steel reinforcement/ structural steel alone permitted:
TATA TISCON, SAIL , JSPL (JINDAL) AND RINL/VSP (VIZAG)
Non availability and usage of other steel to be approved by Engineer - in - charge and necessary test certificates as directed to be submitted.
3 All works and materials shall conform to Indian Railways Unified Standard Specifications (Works & Materials) 2010 Volume - I and II with all correction slips upto date.
In figures In words
ABOVE
BELOW
AT PAR
PLACE SIGNATURE OF TENDERER / CONTRACTOR
DATE ADDRESS:
- 68 -
INDIAN RAILWAYS
RAILWAY ELECTRIFICATION
Name of work : Proposed construction of AC Loco Trip Shed at Chennai Egmore in Chennai Division of Southern Railway
SCHEDULE - " D " List of items which are not covered by S.Rly's USSOR 2011 applicable to MAS Division with all correction slips upto date
Sl. No.
Description Qty. Unit Rate Amount
1 Dismantling the existing BG track consisting of 90R / 52 / 60 Kg or any other section of rails as exists at site over PSC or any other type of sleepers including opening the track up to bottom of sleeper, clearing and levelling the site for laying new track, leading and stacking the released materials duly crossing the track wherever necessary at locations along the cess and accessible by road without causing hindrance/ infringement to train movement with all lead and lift with contractor's tools and plants and labour incl. crossing of tracks in yard wherever necessary as directed by the Engineer -in -charge.
300 1 Mtr 80 24000
2 Linking and laying BG track on bank / cutting with 90 R / 52/ 60 Kg or any other section of rails over sleeper of PSC with M+4 sleeper density to gauge, cross level and alignment and three packing with Rly's Stone ballast to required standard and sectioning the ballast as required. Leading P.way materials from stacks within a radius of 1 Km at Station yard and also crossing the tracks wherever required and as directed by the Engineer - in - charge with all lead and lift. (All labour and tools and consumables shall be at contractor's cost.)
400 1 Mtr 150 60000
3 Assembling and insertion UNDER LINE BLOCK of 90R/ 52 kg 1 in 8 1/2 points and crossings as per RDSO drawings on the sleepers in position duly leading materials to site of work from stacks within a radius of 1 km of station yard cleaning and levelling the site, spreading in alignment placing of rails in position to correct gauge & alignment, fixing of distance blocks, check blocks, insulated gauge, tie plates greasing of pandrol clips etc., Contractor may have to use his own crane, fuel, lorry, crew & labour duly keeping PSC sleepers to correct spacing, squaring, correct throw of switches both left/ right hand and as directed by Engineer - in - charge and linking the same with existing track including initial manual packing duly rectifying the alignment of longitudinal and cross level to enable to train movement at a restricted speed of 20 Kmph duly engaging a Blacksmith during inserting of Pt & X-ing and ensuring proper setting of Pt & Xing to the satisfaction of the S & T department officials at site and as directed ( All labour, tools and consumables lead and lift by the contractor.
3 1 Set 48400 145200
- 69 -
Sl. No.
Description Qty. Unit Rate Amount
4 Attending two rounds of manual packing of BG points and crossings in stages with Railway's stone ballast to the required cushion including lifting and final packing and sectioning the ballast to the standard profile and attending the alignment, gauge and cross level etc., and as directed by the Engineer - in-charge. (All labour and tools to be supplied and consumables will be by the contractor)
3 1 Set 5000 15000
5 Laying new BG trap switch with stock rails, tongue rail, PSC/ sleepers with all fittings including fixing point box with pullrods insulated and packing the same to the required standard including connecting with the existing track on either end including fixing of insulated gauge tie plate duly engaging a Blacksmith during inserting of Pt & X-ing and ensuring proper setting of Pt & Xing to the satisfaction of the S & T department personnel at site and as directed by the Engineer-in-Charge with all lead and lift etc., complete. ( All labour tools and plants are to be supplied by contractor. P.way materials will be issued free by the Railways.)
1 1 Set 8000 8000
6 Construction of fouling point to the required shape and size in brick masonry in CM1:4 mix .including. plastering in CM 1:5 mix and white washing the same with 2 coats over initial coat including. painting required letters and nos. with approved quality of paint and as directed by the Engineer-in-charge with all lead and lift (All labour and materials incl. cement by the contractor).
4 1 Set 1000 4000
7 Supply of 50 mm hard stone (machine crushed) ballast incl. Collection from quarries outside Railway limits and stacking the same with in Rly. limits at nominated site for measurement as directed by the Engineer - in - charge with all lead and lift. ( All lead & lift labour tools and plants by the contractor's own cost )
400 1 m3 1000 400000
8 Leading and dumping the railway's ballast as specified below from the stacks available over the levelled formation to proper level and gradient for laying of tracks, Points and crossings including crossing of tracks with all lead and lift etc., complete and as directed by the Engineer - in '-charge.( All labour and tools & plants by the contractor.)
400 1 m3 70 28000
9 Fixing of Railways heavy duty buffer stop as per drawing No. DRG. BE 49/ GL with contractor's men, materials, tools, plant etc., without causing any damage including with all lead and lift, crossing of track if any and leading of buffer at specified locations in the yard and painting two coats with enamel paint for iron work and red enamel paint with two coats for wooden sleeper as directed by the Engineer-in-charge. ( All labour and tools & plants by the contractor. Heavy Duty Buffer stop with all fittings. gusset plate and wooden sleeper will be supplied by Railways)
3 1 Set 4100 12300
- 70 -
Sl. No.
Description Qty. Unit
Rate Amount
10 Spreading and leveling without watering Railways' moorum with contractor's tools and labour with all lead and lift and as directed by the Engineer in charge
300 1 cum 672500
11 Through packing the existing track to correct the gauge, cross level and alignment with Railway's stone ballast, to required standard profile and sectioning the ballast as required and as directed by the Engineer in charge. All labour, tools and consumables will be at the cost of the contractor.
50 1 M
12 Laying 52/ 60 kg/ 90R rails to correct line and level fixed with MS bearing plates (ERC Type) at 600 mm centres and anchoring the same with 20mm dia rag bolt/ anchor bolt 300 mm long to RCC block/ CC apron as shown in the plan and also as directed by the Engineer-in-charge. (All labour and materials by contractor except rails and its fittings, bolts and bearing plates)
60 per m length of track
13 Dismantling the Engineering Buffer stop (Heavy Duty) and released all materials pertaining to the Buffer stop neatly stacked at nominated location as directed by Engineer in charge with all lead and lift, consumable, labour, tools and plant are contractor's own cost
1 1 No
14 Earthwork by contractors' own earth from outside Railway's limits other than black cotton, loamy soil and white clay with contractor's moving vehicles including removing shrubs, leveling the existing area by spreading the earth with correct profile and consolidation in layers not exceeding 150mm duly watering with the contractor's tools, labour, lead and lift including loading and unloading etc., and as directed by the Engineer in charge at site.
100 1 Cum
(Items fourteen only)
Note:
1. The tenderer/contractor shall quote rate for the above items both in words and figures. In case any discrepancy in quoted rate, the rate quoted in words will be taken as final.
2. All works and materials shall conform to Indian Railways Unified Standard Specifications (Works & Materials) 2010 Volume - I and II with all correction slips upto date.
3. The decision of the Engineer in charge is final and binding on the contractor.
4. The tenderer/contractor should make own arrangements for the proper guarding of materials at site.
PLACE SIGNATURE OF TENDERER / CONTRACTOR
DATE ADDRESS:
- 71 -
ANNEXURE - U
STATEMENT OF WORKS ON HAND
Present
Sl.No Name of Name of work Date of Original date Place of Value of physical Likely
Organisation Award of completion work work Progress date of
In % completion
1 2 3 4 5 6 7 8 9
1 SOUTHERN RAILWAY
i) Openline in the 5
Dns of S.Rly.
ii) CN Organisation
under CN/MS
Unit
iv) Metropolitan
transport project
under
CAO/MTP/MS
v) Railway
Electrification
Projects
v) Others
2 Other Railways
3 Other public
sector
undertakings
4 Private sector
undertakings
1 The information furnished above is correct and complete to the best of our/my knowledge and belief. 2
We are/I am aware that if the information furnished above is 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 stage.
3 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 Tenderer/contractor
Date
Address
