
ENGINEERING
DEPARTMENT.
Name of Work:- Construction
of 12 Nos. of type III quarters in Millennium Railway Colony,
Contract Agreement No. -
Approximate Cost;- 90.23 lakh
Contract Value: -
Earnest
Money;- Rs. 50000/-
Money
Receipt No. & dated:
Security
Deposit: - -
Completion
Period:- 10 (Ten) Months including
monsoon period
Date of
Commencement:
Date of
Completion:-
___________________________________________________________________
Tender Closing Date:- 16.07.2004
at 15.00 hrs.
Tender Opening Date:- 16.07.2004 at 15.15 hrs.
___________________________________________________________________
Tender Notice No. CE/OT/8 OF 2004 dated 11.06.2004
NOT TRANSFERABLE
Issued by Chief Engineer (HQ),
West Central Railway,
Issued to
WEST
CENTRAL RAILWAY
No.WCR-JBP/W-HQ/700/RATE/T.N. Date: 11.06.2004
TENDER NOTICE NO. CE/OT/8 OF 2004
DATED 11.06.2004
1. The
Chief Engineer, West Central Railway,
|
Sr. No. |
Description |
Approx cost Rs. |
Earnest money Rs. |
Completion period |
Cost of tender form |
Tender forms obtainable
upto |
Tender opening on |
|
1 |
Construction
of 12 Nos. of type III quarters in Millennium Railway Colony, |
90.23 lakhs |
50000/- |
10 (Ten) months including
monsoon |
Rs.2000/- |
15.07.2004 at 16.00 hrs |
16.07.2004 at 15.15 hrs |
2 The
tender forms can be obtained from 21.06.2004 from the office of the Chief
Engineer, West Central Railway,
3 The
tender documents duly filled in should be put into the tender box kept in the
Office of the Chief Engineer (HQ), West Central Railway, Jabalpur upto 15.00
hrs on the date of opening mentioned above and the same will be opened at 15.15
hrs on the same date in the office of Chief Engineer (HQ), West Central
Railway, Jabalpur.
4 The
tender must be accompanied with the valid Earnest Money drawn in favour of FA
& CAO, West Central Railway, Jabalpur in an acceptable form without which
tender will be summarily rejected.
5. Tenderer
should submit address proof with telephone / Mobile Number and two recent passport
size photographs of proprietor / proprietors duly attested otherwise tender
form will not be issued.
6 Only
those firms/contractors having individual capacity & who satisfy the
following pre-qualification criteria need to quote for this tender:
(i)) Should
have completed at least one work of similar type for a minimum value of 35% of
Advertised Tender Value of the subject work during the last three years (i e,
current year and three previous financial years).
NOTE: If the date of opening happens to be a holiday
or a bundh the tender shall be opened on the next working day.
For Chief Engineer (HQ)
West Central Railway,
For General Manager (Works)
For and behalf of President of
West Central Railway
INDEX
|
Sr. No. |
Description |
Page No. |
|
1 |
Meaning
Of Terms |
3 to 5 |
|
2 |
Contractors
Credentials |
5 |
|
3 |
Tender Form |
5 |
|
4 |
Omissions
And Discrepancies |
6 |
|
5 |
Earnest
Money |
6 to 8 |
|
6 |
Care in
submission of tenders |
8 to 9 |
|
7 |
Opening
of Tenders |
9 |
|
8 |
Tender
form (first sheet) Annexure I |
11 to 12 |
|
9 |
Tender
for (Second sheet) Annexure I |
13 to 16 |
|
10 |
Tender
Form (Third Sheet) Annexure I |
17 |
|
11 |
Scope of
work |
18 |
|
12 |
A per on
which Special conditions to be quoted by Tenderer |
19 |
|
13 |
Proforma
I |
20 |
|
14 |
Proforma
II & III |
21 |
|
15 |
Proforma
IV & V |
22 |
|
16 |
Proforma
VI |
23 |
|
17 |
Proforma
VII |
24 |
|
18 |
Acceptance
of tender |
25 |
|
19 |
Eligibility
Criteria |
26 |
|
20 |
Conditions
of Tender |
28 to 62 |
|
21 |
Income
Tax Return Certificate |
63 to 66 |
|
22 |
Safety
Rules |
67 to 70 |
|
23 |
Working
procedure |
71 to 73 |
|
24 |
Joint
Procedure Order |
74 to 75 |
|
25 |
Agreement
for Zone contract (Annexure II) |
76 |
|
26 |
Work
Order under Zone contract (Annexure III) |
77 |
|
27 |
Contract
Agreement (Annexure IV) |
78 |
|
28 |
Work
Order for works (Valued at over Rs. 10,000/-)Annexure V |
79 |
|
29 |
Contractors
Agreement |
80 to 10 |
|
30 |
Work
Order for works (Annexure VI) |
82 |
1. MEANING OF TERMS :-
(i) Definition
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.
In these Regulations for Tenders and Contracts the
following terms shall have the Definitions meanings assigned hereunder except
where the contest otherwise required: -
(a)
"Railway shall mean the President of
the
(b)
General Manager" shall mean the
officer in administrative charge of the whole of Railway or exercising the
powers of General Manager for the subject contract and shall mean and include
the General Manager of the successor Railway.
(c) "Chief
Engineer" shall mean the Officer in-charge of the Engineering
Department of West Central Railway and shall also include the Chief Engineer /
Chief Engineer (Construction) and shall mean & include their successors of
the Successor Railway.
(d) "Divisional Railway Manager" shall
mean the Officer in-charge of a Division of the Central Railway and shall mean
and include the Divisional Railway Manager of the Successor Railway
(e)
"Engineer"
shall mean the Divisional Engineer or the Executive Engineer, in executive
charge of the works and shall include the superior officers of the Engineering
Department of Railway i.e. the Senior Divisional Engineer/ Deputy Chief
Engineer/Chief Engineer/ Chief Engineer (Construction) shall mean and include
the Engineers of the Successor Railway.
(f) "Engineers
Representative" shall mean the Assistant Divisional Engineer in direct
charge of the work and shall include any Resident Engineer or Section Engineer
or any Inspector of the Civil Engineering Deptt. appointed by the West Central Railway and shall
mean and include the Engineer's
Representative of the successor Railway.
(g) "Contractor shall mean the person, firm or company whether
incorporated or not who enters into the contract with the Railway and shall
include their executors administrators, Successors and permitted assigns.
(h) "Tenderer"
shall mean the persons, the firm or company who tenders for the work with a
view to executes the works on contract with the Railway and shall include their
personal representatives, successors and permitted assigns.
(i)
"Limited Tenders"
shall mean tenders invited from all or some Contractors on the approved list of
Contractors with the Railway.
Any tenderer registered
for higher value of the works will be automatically considered eligible for participating in the tender for
lower value works also.
Special Limited tender will be adopt
in the following situation in consultation with the FA&CAO.
(i) Works of
specialized nature
(ii) Works of urgent
nature
(iii) Consultancy work
The tenderer must have a
specialization in the above work or similar nature work and should be reputed contractor
firms/organizations/agencies. Tenderer need not necessarily be borne on the
approved list.
(j)
"Open Tenders"
shall mean tenders invited in open and public manner and with adequate notice.
(k) "Works"
shall mean the works contemplated in the drawings and schedules set forth in
the tender forms and description of contract and required to be executed
according to specifications.
(l) "Specifications
shall mean the specifications for Materials & Works, West Central Railway and
other Railway issued under the authority of the Chief Engineer or as amplified,
added to or superseded by special specifications, if any, appended to the
Tender Forms.
(m) "Schedule of Rates, Central Railway/West Central Railway/Western Railway shall mean
the Schedule of Rates issued under the authority of the Chief Engineer from
time to time.
(n) "Drawing"
shall mean the drawings, plans and tracings or prints thereof related to the
work.
(o) Quotation General Manager may delegate
powers to dispense with calling of tenders for works upto Rs. 2,00,000/- each
in value in consultation with the Associate Finance at the stage of acceptance
of offer.
(p) Two
Packet System of tendering may be adopted in specifically identified
situation for obtaining consultancy services for highly technical works where
parameters cannot be precisely pre-defined or for execution of work which are
either technically complicated or specialized in nature and / or which are
executed very rarely as per the Pre-qualification criteria approved by the
Railway Administration.
(q) Counter
offer - In cases where the overall value of the lowest tenderer is not
unreasonably high but the rate (s) for certain item (s) in a schedule or the total
value for a schedule happens to be higher than those quoted by the other
tenderers in the same tender or higher than last accepted rates, the method of
counter offering the lowest rate (s) obtained in the same tender or if all
these are higher, any other rate (s) considered reasonable by tender committee may be adopted while
finalizing the tender.
(ii) Singular and Plural
Words imparting the singular number shall
also include the plural and vice versa where the context requires.
2. Contractors Credentials
A
contractor who has not carried out any work so far on this Railway should furnish particular regarding:-
(a) his
position as an independent contractor specifying Engineering organization
available with details or Partners/Staff/Engineers employed with qualifications
and experience.
(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 certificates 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 investigations 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
authorised agents;
(f) For revised eligibility criteria :(
Please see on page no. 26)
(g) his financial position;
3. An applicant
shall clearly state the categories of works and the area/zone/division
(s)/district(s) in which he desires registration in the list of approved
contractors.
4. The
selection of contractors for enlistment In the approved list would be done by a
committee for different value slabs as notified by Railway.
5. An
annual fee as prescribed by the Railway from time to time would be charged from
such approved contractors to cover the cost of sending notices to them and
clerkage for tenders, etc
6. The list of
approved contractors would be treated as confidential office record.
7. Tender
Form:- Tender Forms
shall embody the contents of the contract documents either directly or by
reference and shall be as per specimen form, Annexure I. Tender Forms shall be
issued on payment of the prescribed fees to the appropriate contractors on the
list of approved contractors. Contractors not on the list of approved
contractors, will on payment of .the prescribed fees, be furnished with tender
forms and they shall be required to submit evidence regarding their financial
status, previous experience and ability to execute the works, and an authorised
copy of the current Income Tax Clearance Certificate without which their
tenders will not be considered.
8. 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 instruction to all tenderers.
It shall be understood that every endeavor has been made to avoid any
error which can materially affect the basis of the tender and he successful
tender shall take upon himself and provided for the risk of any error which may
subsequently be discovered and shall make no subsequent claim on account
thereof.
9. Earnest
Money
The tenderer shall be
required to deposit earnest money with the Tender for the due performance of
the stipulation to keep the offer open till such date as specified in the
Tender, under the conditions of Tender, Annexure-I. The earnest money will be as
under.
|
Contract
Value |
Earnest
money for due performance of stipulation to keep the offer open till the date
specified. |
|
(f) For
works |
2 ½ %
ad valorem |
|
upto
Rs. 5 lakhs |
subject
to a maximum of Rs. 10.000/- |
|
(ii)
For works more than Rs. 5 Lakhs |
2% ad
valorem subject to a maximum of |
|
but
upto Rs. 20 Lakhs |
Rs.
20.000/- |
|
(iii)
For works above Rs. 20 Lakhs |
1% ad
valorem subject to a maximum of |
|
but
upto Rs. 50 Lakhs |
Rs.
35.000/- |
|
(iv)
For works above Rs. 50 Lakhs |
3/4% ad
valorem subject to maximum of |
|
|
Rs. 50,000/- |
(A) It shall be
understood that the tender documents have been sold/issued to the tenderer and
the tenderer is permitted to tender in consideration of stipulation on his
part, that after submitting his tender he will not resile from his offer or modify
the terms and conditions thereof in a manner not acceptable to the Engineer.
Should the tenderer fail to observe or comply with the said stipulation, the
aforesaid amount shall be liable to be forfeited to the Railway.
(B) If his tender
is accepted this earnest money mentioned in sub clause (a) above will be
retained as part security for the due and faithful fulfillment of the contract
in terms of Clause 16 of the General Conditions of
Contract. The Earnest Money of other tenderers shall, save as here before in
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.
(C) The
Contractors approved for the works in various categories will have the option
to deposit the Earnest Money for each individual works or furnish standing
Earnest Money. The contractors borne on the approved list will have the
facility of Standing Earnest Money. They have to deposit a fixed amount of Rs.
2,00,000/- (Rupees Two Lakh only) towards Standing Earnest Money before they
are allowed to participate in the tenders. The tenderer should submit the valid
registration certificate (valid for three years from the date of issue) duly
attested by the Gazetted officer.
The
standing Earnest Money has to be separately deposited for both i.e. open line
organization & for construction organization, and with the respective
organization.
The
Standing Earnest Money shall be counted as a valid Earnest Money for open
tenders also for the works costing upto Rs. 8 crores. This facility will also
be available to the contractors for open tenders of the other branches such as Electrical,
S&T etc. within the same organization i.e. either open line or construction
organization.
A
contractor registered with the construction, however, will not have this
facility for participating in open tenders with this standing Earnest Money,
for tenders invited by open line and vice-versa.
(D) No part of
this fixed lumpsum deposit as Earnest Money can be accounted against the
Security Deposit a contractor has to make on the acceptance of his tender and
on execution of an agreement. It may however, be noted by the Contractors that
this Earnest Money deposited by them is available for forfeiture to the extent
specified, in cases where they tender but due to any circumstances fail to keep
the offer open for the period specified in the tender documents. The earnest
money should be in cash or in any of the following forms :-
(E) Deposit
receipts, pay orders, demand drafts. These forms of earnest money could be
either of the State Bank of
(a) Deposit
receipt executed by the Scheduled banks (other than the State Bank of
(b) Standing or permanent earnest money may
be accepted in the following forms:-
(i) A deposit in cash.
(ii)
Government securities at 5% below the market value.
(iii)
Deposit receipts or demand drafts of the Nationalised Bank. :
(iv)
A deposit in the Post Office Saving Bank.
(v) National Savings Certificates.
(vi)
Twelve Year National Defense Certificates.
(vii)
Ten Year Defense Deposits.
(viii)
National Defense Bonds.
(ix)
National Saving Certificates.
(x) Time Deposit Account which came into force on
(xi) IRFC Bonds.
Note - (vi) to (viii) These certificates/bonds may be
accepted at their surrender value.
(F) The amount of
earnest money required to be deposited with the tenders as initial security
shall be as under: -
(i) For works
costing upto Rs. 5 lakhs - 2½% ad valorem subject to a maximum of Rs. 10,000/-.
(ii) For works
costing more than Rs. 5 lakhs 2% ad valorem subject to maximum of Rs.
20,000/-.
(iii) For works
above Rs. 20 lakhs but below Rs. 50 lakhs 1% ad valorem subject to maximum of
Rs. 35,000/-.
(iv) For works
above Rs. 50 lakhs Ύ% ad valorem subject to a maximum of Rs. 50,000/-.
The
cost of work for computing earnest money will be calculated based on prevalent
rates and not at par with schedule of rates.
10. Tender without Earnest Money
10.1 Tenders
unaccompanied with full earnest money
in requisite form will under no circumstances be entertained and will be
summarily rejected without further reference to the tenderer. No reference to previous deposit of earnest
money and/or security deposit for
adjustment against the
present tender will be
accepted; neither any request for recovery from any outstanding
bills for earnest money against present tender will be entertained.
10.2 The earnest money 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
execute the Agreement Bond or start work within a reasonable time (to be
determined by the Engineer-in-Charge) after notification of the acceptance of
his/their tender.
11. 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 percentage/rates
he enters in the Tender Form is/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) Time is
the essence of the contract.
Contractor should plan the work in
such a way so as to complete whole work within the time provided for. Contractor should submit the bar - chart
showing planning of all the item of work for proper monitoring of the contract.
(c)
When work is tendered for by a
firm or company of contractors, the tender shall be signed by the individual
legally authorised representative to enter into commitments on their behalf
supported by Power of Attorney & Partnership Deed in case of partnership
firms.
(d) The Railways will not be bound by any
power of attorney granted by the tenderer or by change 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.
12. Opening of Tenders
At
the advertised time and place,
tenders received for contract shall be opened
by a Committee of
officials, and where practicable, the names of tenderers and the rates
tendered by them read out in
the presence of such of the intending contractors or their agents as
may attend.
13. 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.
14. Execution
of Contract documents
The
Tenderer whose tender is accepted shall be required to appear in person at the
office of the General Manager/General Manager (Construction), Chief Administrative
Officer (Construction), Divisional Railway Manager or concerned Engineer, as
the case may be or if a firm or corporation, a duly authorised representative
shall so appear and execute the contract documents within 7 days after notice
that the contract has been awarded to him. Failure to do so shall constitute a
breach of the agreement affected 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.
In the event of any tenderer whose
tender is accepted shall refuse to execute the contract document as here in
before provided, the Railway may determine that such tenderer has abandoned the
contract and there upon his tender and acceptance thereof shall be treated as
cancelled and the Railway shall be entitled to forfeit the full amount of the
Earnest Money and to recover the damages for such default.
In case of non signing the contract
agreement, the work will be done at the risk & cost in addition to the
forfeiture of Earnest Money / Security Deposit.
Contractor
should submit address proof with telephone / Mobile Number, specimen signature
of the contractor duly notified by the Notary public on the Stamp paper of Rs.
100/- and two recent passport size photographs of proprietor / proprietors duly
attested before signing the contract Agreement.
15. Form of Contract Documents
Every contract shall be
completed in respect of the documents it shall constitute. Not less than 5 copies
of the contract documents shall be signed by the competent authority and the
contractor and one copy given to the contractor.
(a) For Zone contracts, awarded on the basis of the
percentage above or below the Schedule of Rates (Central Railway/West Central
Railway/Western Railway) for the whole or part of financial year, the contract
agreement required to be executed by the tenderer whose tender is accepted
shall be as per specimen form, Annexure II. During the currency of the
Zone contract, work orders as per specimen form Annexure III or IV, for works not exceeding
Rs. 10, 000/- each, shall be issued by the Divisional Railway Manager/Executive
Engineer under the agreement for Zone Contract.
(b) For contracts for specific works, valued at more than
Rs. 10,000/- the contract document
required to be executed by the tenderer whose tender is accepted shall be
either an Agreement as per specimen form Annexure IV, or a work order as per
specimen form Annexure V as may be prescribed by the
Railway.
ANNEXIRE I
West Central Railway
Tender form (First sheet)
Tender Notice No. CE/OT/8 OF 2004 DATED
11.06.2004
Name of
work: Construction of 12 Nos.
of type III quarters in Millennium Railway Colony,
The President of
Acting through the
General Manager,
West Central Railway,
I/ We
.............
have read the various
conditions attached hereto and hereby agree to abide by the said conditions. I
/We also agree to keep this offer open for acceptance for a period of
..days from the date fixed for opening of the same and in default
thereof. I/We will be liable for forfeiture of my/our Earnest Money I/We
offer to do the work for West Central
Railway, at the rates quoted in the attached schedule and hereby bind
myself/ourselves to complete the work in all respects within
months including / excluding
monsoon from the date of issue of acceptance letter.
2. I / We also hereby agree to abide by the General
and Special Conditions of Contract corrected upto date and to carryout the work
according to the special conditions of contract & specifications of
materials and works as laid down by the Railway in the special conditions,
specifications and standard schedule of rates corrected up-to-date. I / We have quoted my / our rates for
various items in the tender schedule taking into account all the conditions of
the tender and codes & manuals also and I / We have read all the general
& special conditions and its corrections slips upto date including
omission, deletion etc. and agree to abide by them. The contract shall stand
cancelled without prejudice to any other rights or remedies if:-
3.
A sum of Rs. 20,000/- is herewith forwarded as
Earnest money. The total value of the Earnest money shall stand forfeited
without prejudice to any other right or remedies if:-
(a)
I / We do not execute the contract
agreement within seven days after receipt of the notice issued by the Railway
that such documents are ready,
or
(b) I / We do not
commence the work within fifteen days after receipt of orders to that effect.
4. Until a formal agreement is prepared
and executed, acceptance of this bid shall constitute a binding contract
between us subject to modifications as may be mutually agreed to between us as
indicated in the letter of acceptance for this work.
5. I hereby certify that no retired
Engineer/Gazetted Officer of the Railways who has retired within 2 years of
date of submission of tender and has not obtained permission of competent
authority has been engaged by me/our firm.
I also certify that none of my relative is engaged in Engineering
Department in West Central Railway.
Signature of
witness
1. _________________________________
2. _________________________________
Signature of
Tenders
Date
_____________
Tenders address
________________________________________
________________________________________
________________________________________
ANNEXURE I
TENDER
FORM (SECOND SHEET)
1.
Instructions to tenderers and conditions of tender :- The following documents form part
of Tender/Contract:-
(a) Tender forms-First Sheet and Second Sheet.
(b) Special Conditions/Specifications
(c) Schedule of approximate quantities
(d) General Conditions of Contract and Standard
Specifications for materials and works as laid. down in Works Hand Book and
Sanitary Works Hand Book of the Railways,
as amended/corrected upto correction slips, copies of which can be seen in the
concerned office or obtained on payment.
e) Schedule of
Rates.- as amended/corrected upto correction slip, copies of which be seen in
the concerned office or obtained on payment.
(f) All general and
detailed drawings pertaining to this work which will be issued by the Engineer
or his representatives (from time to time) with all changes and modifications.
2.
Drawings for the work :- The Drawings for the work can be seen in the concerned office at any
time during the office hours. The drawings are only for the guidance of
Tenderer (s). Detailed working drawings, (if required) based generally on the
drawing mentioned above, will be given by the Engineer or his representative
from time to time.
3.
The Tenderer (s) shall quote his/their rates as a percentage above or below the
schedule of Rates of the Central Railway/West Central Railway/Western Railway as
applicable except where he/they are required to quote item rates and must
tender for all the items shown in the schedule of approximate quantities
attached. The quantities shown in the attached schedule are given as a guide
and are approximate only and are subject to variation according to the needs of
the Railway. The Railway does not guarantee work under each item of the
schedule.
4
Tenders containing erasures and/or alterations of the tender documents are
liable to be rejected. Any correction made by Tenderer (s) on his/their entries
must be attested by him/them
5.
The works are required to be completed within a period of 10 (Ten) months including / excluding monsoon period from
the date of issue of acceptance letter.
6.
Earnest Money :-
(a) The tender must be accompanied by a sum of Rs. 50,000/- as earnest money deposited in cash or in any of
the forms as mentioned in Regulations for tenders and Contracts for the
guidance of the Engineers and Contractors, failing which the tender will not be
considered.
b.
The Tenderer(s) shall keep the offer open for a minimum period of 120 days from the date of
opening of the Tender. It is understood that the tender documents has been sold
/ issued to the Tenderer(s) and the Tenderer(s), is/are permitted to tender in
consideration of the stipulation on his/their part that after submitting
his/their tender subject to the period being extended further if required by
mutual agreement from time to time, he will not resile from his offer or modify
the terms and conditions thereof in a manner not acceptable to the Railway.
If the tenderer fail to observe or comply with the foregoing
stipulation, the amount deposited as Earnest Money for the due performance of
the above stipulation shall be forfeited to the Railway.
c.
If the tender is accepted, the amount of Earnest Money will be retained and
adjust as security Deposit for the due and faithful fulfillment of the
contract. This amount of Security Deposit shall be forfeited if the
tenderer(s)/contractor(s) fail to execute the Agreement Bond within 7 days after
receipt of notice issued by Railway that such documents are ready or to
commence the work within 15 days after receipt of the orders to that effect.
d.
The Earnest Money of the unsuccessful tenderer(s) will, save as here-in-before provided,
be returned to the unsuccessful tenderers(s) within a reasonable time but the
Railway shall not be responsible for any loss or depreciation that may happen
to the Security for the due performance of the stipulation to keep the offer
open for the period specified in the tender documents or to the Earnest Money
while in their possession nor be liable to pay interest thereon.
7.
Rights of the Railway to deal with tender :- The authority for the acceptance of the tender will
rest with the Railway. It shall not be obligatory on the said authority to
accept the lowest tender or any other tender and no tenderer(s) shall demand
any explanation for the cause of rejection of his/their tender nor the Railway
undertake to assign reasons for declining to consider or reject any particular
tender or tenders.
8.
If the tenderer(s) deliberately gives/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.'
9. If
the tenderer(s) expires after the submission of his/their tender or after the
acceptance of his their tender, the Railway shall deem such tender 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.
10.
Tenderer's Credentials :- Documents testifying tenderers previous
experience and financial status should be produced alongwith the tender or when
desired by competent authority of the Railway.
Tenderer(s) who has/have hot carried out any work so far on
this Railway and who is/are not borne on the approved list of the Contractors
of Railway should submit alongwith his/their tender credentials to establish.
(i) His
capacity to carry out the works satisfactorily.
(ii) His financial status supported by Bank
reference and other documents.
(iii) Certificates
duly attested and testimonials regarding contracting experience for the type of
job for which tender is invited with list of works carried out in the past
11.
Tender must be enclosed in a sealed cover, superscribed "Tender
No. and must be sent by registered post to the address of concerned office of the Railway so as to
reach the office not later than the date & time mentioned in the Tender
Notice or deposited in the special box allotted for the purpose in the concerned
office of the West central Railway. This
Special box will be sealed at the date
and time mentioned in tender Notice. The tender will be opened at the date and
time mentioned in tender Notice. The tender papers will not be sold after the
date and time mentioned in tender Notice. If the date of opening happens to be
a holiday or a bundh the tender shall be opened on the next working day.
12.
Non-compliance with any of the conditions set forth therein above is liable to
result in the tender being rejected.
13. Execution of Contract Documents: - The
successful tenderer(s) shall be required to execute an agreement With the President
of India acting through West Central Railway for carrying out the work
according to General conditions of Contract, Special conditions/specifications
annexed to the tender and specifications for work and materials as laid down in
Works Hand Book Part III and Sanitary Works Hand Book of Railways as amended/corrected
upto correction slip.
14. Partnership deeds, Power of Attorney etc:-
The tenderer shall clearly specify whether the tender is submitted on his own
or on behalf of a partnership concern. If the tender is submitted on behalf of
a partnership concern, he should submit ^certified copy of partnership deed
alongwith the tender and authorisation to sign the tender documents on behalf
of partnership firm. If these documents are not enclosed alongwith tender documents,
the tender will be treated as having been submitted by individual signing the
tender documents. The Railway will not be bound by any power of attorney
granted by the tenderer or b^ conges in the composition of the firm made
subsequent to the execution of the contract. It may however recognise such
power of attorney and changes after obtaining proper legal advice, the cost of
which will be chargeable to the contractor.
15. The tenderer whether sole proprietor, a limited
company or a partnership firm if they want to act through agent or individual
partner(s) should submit alongwith the tenderer at a later stage, a power of
attorney duly stamped and authenticated by a Notary Public or by Magistrate in
favour of the specific person whether he/they be partner(s) of the firm or any
other person specifically authorising him/them to submit the tender, sign the
agreement, receive money, witness measurements, sign measurement books,
compromise, settle, relinquish any claim(s) preferred by the firm and sign
"No Claim Certificate" and refer all or any disputes to arbitration.
16. Employment/Partnership, etc., of
Retired Railway Employees :- (a) should a tenderer be a retired engineer of
the Gazetted rank or any other Gazetted officer Working before his retirement,
whether in the executive or administrative capacity, or whether holding a
pensionable post or not, in the department of any of the railways owned and administered
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 retire|| 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 as aforesaid, the full information as to the date of retirement of such
Engineer or Gazetted Officer from the said service and in case where such
Engineer or Officer had not retired from Government service at least 2 years
prior to the date of submission of the tender as to whether permission for
taking such contract, or if the contractor be a partnership firm or an
incorporated company, to become a partner or Director as the case may be, or to
take the employment under the contractor, has been obtained by the tenderer or
the Engineer or Officer, as the case may be from the President of India or any
officer, duly authorised 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.
(b) Should a tenderer or contractor
being an individual on the list of approved Contractors, have a relative(s) or
in the case of partnership firm or company of contractors one or more of his
shareholder(s) or a relative(s) of the shareholders) employed in gazetted
capacity in the department of the West Central Railway, the authority inviting
tenders shall be informed of the fact at the time of submission of tender,
failing which the tender may be disqualified/rejected or if such fact
subsequently comes to light, the contract may be rescinded in accordance with
the provision in clause 62 of the General Conditions of
Contract.
ANNEXURE I (Contd.)
TENDER FORM (THIRD SHEET)
Name of work Construction of 12 Nos. of type III quarters
in Millennium Railway Colony,
SCHEDULE
OF RATES AND QUANTITIES
|
Sr.
No. |
Item
No. |
Description
of item of work |
Approximate
Quantity |
Unit
|
Rates
in figures and in words |
Amount |
|
Rs P. |
Rs. P. |
|||||
|
1 |
2 |
3 |
4 |
5 |
6 |
7 |
|
|
|
|
AS
PER SCHEDULE ATTACHED |
|
|
|
The quantities shown in above .schedule are approximate and
are as a guide to give the tenderer(s) an idea of quantum of work involved. The
Railway reserves the right to increase/ decrease and/or delete or include any
of the quantities given above and no extra rate will be allowed on this
account.
I/We undertake to do the work at.....................................%
above/below the schedule of Rates of the Central Railway/West Central
Railway/Western Railway as applicable or at the rates quoted above for each
item.
|
Dated............................. |
................................................. |
|
|
Signature of the Tenderer(s) |
Note 1. Column 1 to 5 shall be filled by
the office of the Authority inviting tender. Column 6 & 7 shall be filled
by the Tenderer(s) only when percentage tenders are not invited. If the
tenderer failed to quote the rate of any item of the schedule as mentioned
his/their tender will summarily rejected treating the same as incomplete
tender.
2.
Please attach the schedule and special conditions after this statement.
(a)
Schedule containing pages from
.. to
(b) Specification and special conditions from pages 1 to 20
3. The conditional tender will not be accepted. If the tenderer desired
to quote their conditions, it should be quoted on the page of Special
conditions to be quoted by the tenderer after Scope of work. The special
condition by the tenderer on other than this page will not be entertained.
|
|
|
Engineering Branch
|
MS items (Part-A)
Name of work:-. Construction of 12 units type III quarters in Millennium Colony near Railway Station
at
|
S.No. |
Item No. |
Description of item |
Unit value |
Unit |
Rate |
Rate in Words |
Quantity |
Amount |
|
1 |
01302 |
Excavation to Railway's
specification in ordinary soil, black cotton, red soil, sandy loam, clay or
soft murum. |
10.00 |
Cum |
220.90 |
Rs. Two hundred twenty and
paise ninety only |
800 |
17672.00 |
|
2 |
04201/d |
Brick masonry IInd sort in
foundations and plinth |
1.00 |
cum |
542.40 |
Rs. Five hundred forty two
and paise forty only |
66 |
35798.40 |
|
3 |
05205/b |
Plastering over all types
of surfaces like concrete,
masonry,etc., 15mm.thick. |
1.00 |
sqm |
18.40 |
Rs. Eighteen and paise
forty only |
5082 |
93508.80 |
|
4 |
04202/b |
Brick masonry IInd sort in
superstructure: |
1.00 |
cum |
577.70 |
Rs. Five hundred seventy
seven and paise seventy only |
340 |
196418.00 |
|
5 |
02310/a |
Reinforced cement concrete
1:1.5:3 with 20mm graded stone aggregate with Railway's steel for
reinforcement |
1.00 |
cum |
1080.20 |
Rs. One thousand eighty
and paise twenty only |
109 |
117741.80 |
|
6 |
02310/b |
Reinforced cement concrete
1:1.5:3 with 20mm graded stone aggregate with Railway's steel for reinforcement |
1.00 |
cum |
1457.20 |
Rs. One thousand four
hundred fifty seven and paise twenty only |
118 |
171949.60 |
|
7 |
02310/c |
Reinforced cement concrete
1:1.5:3 with 20mm graded stone aggregate with Railway's steel for
reinforcement |
1.00 |
cum |
1551.60 |
Rs. One thousand five
hundred fifty one and paise sixty only |
160 |
248256.00 |
|
8 |
02201/a |
Cement concrete 1:4:8 in
foundation with |
1.00 |
cum |
452.00 |
Rs. Four hundred fifty two
only |
39 |
17628.00 |
|
9 |
02304 |
Precast reinforcement
cement concrete 1:2:4 with 20mm stone aggregate for slabs, shelves, etc. upto
150mm thickness with Contractor's forms and Railway's steel in reinforcement
including fixing with cement mortar 1:2. |
1.00 |
cum |
1333.80 |
Rs. One thousand three
hundred thirty three and paise eighty only |
3.3 |
4401.54 |
|
10 |
08401/b |
Providing, making and
fixing doors, windows and ventilator frames, including fixing in masonry. |
1.00 |
cum |
7456.60 |
Rs. Seven thousand four
hundred fifty six and paise sixty only |
0.8 |
5965.28 |
|
11 |
02305 |
Precast R.C.C. 1:2:4 with
15mm graded stone aggregate in jali work, 40mm thick with Rly's reinforcement
(6mm) at the rate of 2.5kg /m2 including fixing complete (No deduction to be
made for openings in jali) |
1.00 |
sqm |
57.30 |
Rs. Fifty seven and paise
thirty only |
14.5 |
830.85 |
|
12 |
02311 |
Extra for reinforced
cement concrete works for adding water proofing compound @ minimum 2.5
percent of weight of cement ( Water proofing compound approved by the
Engineer) |
1.00 |
cum |
103.00 |
Rs. One hundred three only |
49 |
5047.00 |
|
13 |
09205 |
Oiling wood work with
linseed oil and small quantity of pitch boiled together or applying wood
preservative of approved quality, in two coats. |
10.00 |
sqm |
63.90 |
Rs. Sixty three and paise
ninety only |
135 |
862.65 |
|
14 |
05302 |
Cement plaster with (1:1)
mortar 25mm. thick with approved standard and quality of water proofing
compound. |
1.00 |
sqm |
44.10 |
Rs. Fourty four and paise
ten only |
58 |
2557.80 |
|
15 |
02211/a |
Extra for item Nos 02210
(a) and 02210 (b) for fixing |
1.00 |
cum |
148.70 |
Rs. One hundred forty
eight and paise seventy only |
0 |
0.00 |
|
16 |
01406 |
Filling contractors murum
without stacking directly in plinths and floors, etc. complete including
watering and ramming. |
10.00 |
cum |
350.50 |
Rs. Three hundred fifty
and paise fifty only |
178 |
6238.90 |
|
17 |
05210 |
Extra for neeru finish
over all types of plastered surfaces (thickness 1.5mm to 2mm) |
1.00 |
sqm |
4.00 |
Rs. Four only |
146 |
584.00 |
|
18 |
07303/a |
1:3:6 cement concrete in
floors 80mm thick with: |
1.00 |
sqm |
42.10 |
Rs. Forty two and paise
ten only |
400 |
16840.00 |
|
19 |
07401 |
Providing, laying and
polishing plain grey cement tiles (neutral colour) 250x250x20mm (nominal)
size of approved quality and make in floors and dado, with border in approved
colour and pattern with requisite neat cement over bedding and joints etc.,
including any special cornices. corners or angle tiles etc. complete, laid
over cement mortar 1:3 bedding 20mm thick (average ) on previously prepared
surface. |
1.00 |
sqm |
130.60 |
Rs. One hundred thirty and
paise sixty only |
690 |
90114.00 |
|
20 |
07406 |
Extra for item 07401,
07402,07403, 07404 and 07405 for using tiles of approved colour and matching
colour cement as necessary. |
1.00 |
sqm |
34.70 |
Rs. Thirty four and paise
seventy only |
35 |
1214.50 |
|
21 |
08914/a2 |
Providing and fixing door
knobs. |
1.00 |
each |
8.20 |
Rs. Eight and paise twenty
only |
23 |
188.60 |
|
22 |
08908/A1 |
Providing and fixing hasps
and staples (safety type)IS 363. |
1.00 |
each |
12.80 |
Rs. Twelve and paise
eighty only |
67 |
857.60 |
|
23 |
09104/B |
Painting wood work with
ready mixed paint of approved standard quality and shade. |
10.00 |
sqm |
61.50 |
Rs. Sixty one and paise
fifty only |
191 |
1174.65 |
|
24 |
09103 |
Applying priming coat of
paint of approved quality to new wood work. |
10.00 |
sqm |
32.90 |
Rs. Thirty two and paise
ninety only |
191 |
628.39 |
|
25 |
08901/A3 |
Providing and fixing butt
hinges, I.S.1341 (for steel) and I.S.205 (for non ferrous metal) |
1.00 |
each |
12.90 |
Rs. Twelve and paise
ninety only |
268 |
3457.20 |
|
26 |
07602 |
80mm thick oversized stone
ballast 75mm to 100mm gauge soling, hand packed. |
1.00 |
sqm |
12.10 |
Rs. Twelve and paise ten
only |
267 |
3230.70 |
|
27 |
08810/A |
Providing, cutting and
fixing sheet glass panes with putty of I.S 419/420 and spring/glazing clips
including cleaning the rebate and oiling with raw linseed oil. |
1.00 |
sqm |
129.10 |
Rs. One hundred twenty
nine and paise ten only |
86 |
11102.60 |
|
28 |
08403 |
Providing, fabricating and
fixing M.S Flats and bars including screws/bolts and fixing in windows and
ventilators etc. complete in all respects. |
1.00 |
Kg. |
13.80 |
Rs. Thirteen and paise
eighty only |
1070 |
14766.00 |
|
29 |
12210 |
Providing, making and
fixing pressed steel door frames of size (105 x 60mm) and specified cross sectional
shape conforming to ID-4531-1976 made out of M.S.Sheet 1.25 mm thick
conforming to IS 513-1973 or 1079-1973 alongwith three steel butt hinges (100
mm x 3.55 mm thick) duly welded with two bottom, ties made out of M.S.Angles
25 x 25 x 4 mm to suit floor thickness and six number of hold fast made out
of M.S.Flat 25 x 6 mm, 250mm long with 25mm split ends including painting
with one coat of red oxide primer or any other approved primer. |
1.00 |
m |
85.00 |
Rs. Eighty five only |
474 |
40290.00 |
|
30 |
12211 |
Supplying and fixing
pressed steel shutter consisting of 0.8 mm thick M.S.Plate, having 100 x 40
mm tubular section as vertical styles, top and bottom rails and 150 x 40 mm
tubular lock rail with panels of M.S.Plate 0.8 mm thick duly welded and
finished smooth with one coat of red oxide or any other primer including 2
Nos. steel handles 100 mm, one number steel tower bolt 150 mm and one number
steel sliding door bolt (Aldrop) 250mm complete in all respect. |
1.00 |
sqm |
736.60 |
Rs. Seven hundred thirty
six and paise sixty only |
135 |
99441.00 |
|
31 |
08907/A1 |
Providing and fixing tower
bolts IS 204. |
1.00 |
each |
11.50 |
Rs. Eleven and paise fifty
only |
23 |
264.50 |
|
32 |
08913/A1 |
Providing and fixing door
handle IS 208. |
1.00 |
each |
9.20 |
Rs. Nine and paise twenty
only |
90 |
828.00 |
|
33 |
08917/A1 |
Providing and fixing
hollow aluminium tube for hangers of cup board. |
1.00 |
m |
17.10 |
Rs. Seventeen and paise
ten only |
10.5 |
179.55 |
|
34 |
17302/B |
Supplying and fixing
A.C.building pipes socket spigot for Soil waste and ventilating purposes,
including specials such as bends, sanitary bends, junction bends, sockets ,
shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws
and bitumastic jointing material etc. including proper embedding and fixing
in walls and columns, jointing with sanitary fitments etc complete conforming
to I.S. 1626. |
1.00 |
m |
42.00 |
Rs. Forty two only |
5 |
210.00 |
|
35 |
17302/C |
Supplying and fixing
A.C.building pipes socket spigot for Soil waste and ventilating purposes,
including specials such as bends, sanitary bends, junction bends, sockets ,
shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws
and bitumastic jointing material etc. including proper embedding and fixing
in walls and columns, jointing with sanitary fitments etc complete conforming
to I.S. 1626. |
1.00 |
m |
46.30 |
Rs. Forty six and paise
thirty only |
76.5 |
3541.95 |
|
36 |
17302/D |
Supplying and fixing
A.C.building pipes socket spigot for Soil waste and ventilating purposes,
including specials such as bends, sanitary bends, junction bends, sockets ,
shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws
and bitumastic jointing material etc. including proper embedding and fixing
in walls and columns, jointing with sanitary fitments etc complete conforming
to I.S. 1626. |
1.00 |
m |
51.80 |
Rs. Fifty one and paise
eighty only |
58 |
3004.40 |
|
37 |
16102/A |
Supplying and fixing white
glazed earthen-ware squatting pan with `P' or`S' trap with minimum 15cm thick
C.C.1:3:6 bedding below and around the pan including making holes in the
masonry and connecting further etc. Complete in all respects conforming to IS
771. |
1.00 |
Each |
469.50 |
Rs. Four hundred sixty
nine and paise fifty only |
12 |
5634.00 |
|
38 |
13101/A1 |
Supplying, laying and
jointing mild steel galvanized pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
26.70 |
Rs. Twenty six and paise
seventy only |
92 |
2456.40 |
|
39 |
13101/A2 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
34.00 |
Rs. Thirty four only |
17 |
578.00 |
|
40 |
13101/A3 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
44.60 |
Rs. Fourty four and paise
sixty only |
210 |
9366.00 |
|
41 |
13101/A5 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
63.10 |
Rs. Sixty three and paise
ten only |
116 |
7319.60 |
|
42 |
13501/A |
Supplying and fixing
sand-cast brass screw-down bib taps, tested to withstand a pressure of
20kg/cm2, complete in all respect conforming to IS 781. |
1.00 |
Each |
44.80 |
Rs. Fourty four and paise
eighty only |
45 |
2016.00 |
|
43 |
08508 |
Providing and fixing
paneled shutter 20 mm finished thickness without fitting , using country teak
wood (for built in cup boards) |
1.00 |
sqm |
454.70 |
Rs. Four hundred fifty
four and paise seventy only |
47.5 |
21598.25 |
|
44 |
12203/B |
Supplying and fixing
top/central/side hung type glazed steel windows and ventilators fabricated
from appropriate T,Z and other section generally conforming to IS 1038, including lugs/fixing clips,
hinges, push fit weather bar, aluminium spring catch, aluminium peg stay of
300 mm size, including one coat of red or zinc chromate paint. Steel to
conform to IS 1977 and Fabrication as per IS 1038. |
1.00 |
sqm |
556.40 |
Rs. Five hundred fifty six
and paise forty only |
119 |
66211.60 |
|
45 |
08308/E |
Wood work dressed and
fixed in other than roofs, planking with specified method of jointing. |
1.00 |
sqm |
102.50 |
Rs. One hundred two and
paise fifty only |
3 |
307.50 |
|
46 |
17201/B |
Supplying, laying and
cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1
including excavation filling in & consolidating upto a depth of 0.90m
Conforming to IS 651 |
1.00 |
m |
89.40 |
Rs. Eighty nine and paise
forty only |
86 |
7688.40 |
|
47 |
17301/A |
Supplying and fixing A.C.
building pipes, socket spigot for rain water purpose including specials such
as bends, sanitary bends, swan neck junctions, head, sockets, spouts, shoes,
reducing pieces with clamps, wooden blocks, screws, and bitumastic jointing
materials etc. complete including proper embedding and fixing in walls and
columns, etc. Conforming to I.S.1626. |
1.00 |
m |
44.60 |
Rs. Fourty four and paise
sixty only |
125 |
5575.00 |
|
48 |
16202 |
Supplying, fixing and
connecting to existing water main low level, 10.5 litres capacity white
glazed earthen ware flushing cistern conforming to IS 774 fixed on CI
brackets (Painted with enamel paint), 15mm bore ball valve of weight 0.524 kg
(I.S.1703)15mm bore mosquito proof over flow pipe 100mm in length 15mm bore
brass stop tap of weight 0.40kg (I.S.781)etc. complete in all respects
including jointing to existing sanitary fitment. |
1.00 |
Each |
811.10 |
Rs. Eight hundred eleven
and paise ten only |
12 |
9733.20 |
|
49 |
10304/B |
Applying oil bound
washable distemper of approved standard, quality and shade: |
10.00 |
sqm |
65.90 |
Rs. Sixty five and paise
ninety only |
1938 |
12771.42 |
|
50 |
08307/B |
Wood work dressed and
fixed in other than roofs, scantlings. |
1.00 |
cum |
5063.20 |
Rs. Five thousand sixty
three and paise twenty only |
1 |
5063.20 |
|
51 |
07403 |
Providing, laying and
polishing plain chequered tiles in neutral grey colour 250x250x20mm (nominal)
or any other size of approved quality and make floors and steps etc., with
requisite neat cement over bedding and joints etc., including any special
cornices. corners or angle tiles etc. complete, laid over cement mortar 1:3
bedding 20mm thick (average ) on previously prepared |
1.00 |
sqm |
149.10 |
Rs. One hundred forty nine
and paise ten only |
88 |
13120.80 |
|
52 |
01505 |
Extra for each additional
2.00m height of bank or depth of founds.
|
10.00 |
cum |
9.90 |
Rs. Nine and paise ninety
only |
47 |
46.53 |
|
53 |
10201/B |
Applying colour wash with
lime and any approved colour on old/new surfaces. |
10.00 |
sqm |
16.70 |
Rs. Sixteen and paise
seventy only |
1885 |
3147.95 |
|
54 |
17405/E |
Supplying and fixing cast
iron floor trap with hinged, grating on 10mm thick 1:3:6 C.C. bedding,
including embedding the trap in cement concrete. Conforming to I.S. 3989. |
1.00 |
Each |
102.50 |
Rs. One hundred two and
paise fifty only |
34 |
3485.00 |
|
55 |
17401/B |
Brick masonry man hole
upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6
bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside
full, outside top 20cm. height only, making benching in C.C. 1:2:4 including
fixing half round glazed S.W.Pipe and RCC man hole cover complete in all
respect to Drg. No.GM(W)BB/3202/1 |
1.00 |
Each |
912.40 |
Rs. Nine hundred twelve
and paise forty only |
5 |
4562.00 |
|
56 |
08509 |
Providing making and
fixing glazed/wire gauged shutters 20 mm finished thickness without fittings,
using country teak wood (for built-in-cup-board) |
1.00 |
sqm |
276.40 |
Rs. Two hundred seventy
six and paise forty only |
7.5 |
2073.00 |
|
57 |
12205/A |
Supplying and fixing
fitting for steel doors, windows and ventilators, of oxidised iron with
screws, nuts and bolts including requisite welding wherever required. |
1.00 |
each |
11.70 |
Rs. Eleven and paise
seventy only |
12 |
140.40 |
|
58 |
12205/E |
Supplying and fixing
fitting for steel doors, windows and ventilators, of oxidised iron with
screws, nuts and bolts including requisite welding wherever required. |
1.00 |
each |
11.30 |
Rs. Eleven and paise
thirty only |
24 |
271.20 |
|
59 |
09307 |
Painting with ready mixed
paint of approved standard, quantity and shade steel work . |
10.00 |
sqm |
26.30 |
Rs. Twenty six and paise
thirty only |
597 |
1570.11 |
|
60 |
16102/B |
Supplying and fixing white
glazed earthen-ware squatting pan with `P' or`S' trap with minimum 15cm thick
C.C.1:3:6 bedding below and around the pan including making holes in the
masonry and connecting further etc. Complete in all respects conforming to IS
771. |
1.00 |
Each |
584.40 |
Rs. Five hundred eighty
four and paise forty only |
12 |
7012.80 |
|
61 |
16108/A |
Supplying, fixing and
connecting 15mm bore pillar tap. |
1.00 |
Each |
109.90 |
Rs. One hundred nine and
paise ninety only |
12 |
1318.80 |
|
62 |
16110 |
Supplying and fixing cast
iron brackets for wash basins and sinks, etc. including making holes fixing
in wall complete and finishing the surface to its original condition. |
1.00 |
Pair |
50.10 |
Rs. Fifty and paise ten
only |
12 |
601.20 |
|
63 |
16112/A |
Supplying, fixing and
connecting, white glazed earthen-ware sink for kitchen/ laboratory conforming
to IS 771 with 50 mm bore chromium plated non-ferrous waste pipe and fitting
(IS 2963), waste plug, chaain and stay (IS 3311) and cast iron brackets (IS
775) including fixing completed in all respects. |
1.00 |
each |
826.40 |
Rs. Eight hundred twenty
six and paise forty only |
12 |
9916.80 |
|
64 |
13101/A4 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
54.30 |
Rs. Fifty four and paise
thirty only |
31.8 |
1726.74 |
|
65 |
13502/A |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781. |
1.00 |
Each |
49.80 |
Rs. Forty nine and paise
eighty only |
23 |
1145.40 |
|
66 |
17202/E |
Supplying, laying and
cement jointing in C.M. 1:2 R.C.C. light duty, non-pressure pipe (class NP2),
including collars all type of jointing material, including excavation filling
and consolidating upto a depth of 2.00 metres pipes. Conforming to I.S.458 |
1.00 |
m |
299.70 |
Rs. Two hundred ninety
seven and paise seventy only |
9 |
2697.30 |
|
67 |
17401/A |
Brick masonry man hole
upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6
bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside
full, outside top 20cm. height only, making benching in C.C. 1:2:4 including
fixing half round glazed S.W.Pipe and RCC man hole cover complete in all
respect to Drg. No.GM(W)BB/3202/1(a)
Upto 50 cm. depth. |
1.00 |
Each |
696.00 |
Rs. Six hundred ninety six
only |
3 |
2088.00 |
|
68 |
17402/A |
Brick masonry man hole
above 80cm.to 2.1m depth, including excavation in all types of soil,
23cm. 1:3:6 bedding, 20cm. brick wall
in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm.
height only, making benching in C.C. 1:2:4, fixing half round glazed
S.W.Pipe, fixing 400 x 150mm. size C.I foot rest and RCC man hole cover
complete in all respect to Drg. No.GM(W)BB/3202/1 |
1.00 |
Each |
1638.30 |
Rs. One thousand six
hundred thirty eight and paise thirty only |
3 |
4914.90 |
|
69 |
17402/B |
Brick masonry man hole
above 80cm.to 2.1m depth, including excavation in all types of soil,
23cm. 1:3:6 bedding, 20cm. brick wall
in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm.
height only, making benching in C.C. 1:2:4, fixing half round glazed
S.W.Pipe, fixing 400 x 150mm. size C.I foot rest and RCC man hole cover
complete in all respect to Drg. No.GM(W)BB/3202/1 |
1.00 |
Each |
2009.60 |
Rs. Two thousand nine and
paise sixty only |
1 |
2009.60 |
|
70 |
11103 |
Soiling of 150mm depth of
hand packed stones including rolling with Contractor's road roller and
keeping to template including filling of spalls. |
10.00 |
sqm |
275.30 |
Rs. Two hundred seventy
five and paise thirty only |
275 |
7570.75 |
|
71 |
11201 |
Spreading new metal 50mm
size keeping to template, watering and consolidating 100mm to 150mm (125mm
average) thickness of metalled surface, with contractor's road roller. |
10.00 |
sqm |
245.30 |
Rs. Two hundred forty five
and paise thirty only |
275 |
6745.75 |
|
72 |
11204 |
Spreading, watering,
blinding & consolidating moorum with contractor's road roller and
material to 10mm thickness of finished surface, including keeping the road
surface wet for 7 days. |
10.00 |
sqm |
47.60 |
Rs. Forty seven and paise
sixty only |
275 |
1309.00 |
|
73 |
11302 |
Providing premixed asphalt
macadam 25mm thick, in tack coat, base course and seal coat, on prepared road
surface with contractor's road roller. Qty. for 10m2 : |
10.00 |
sqm |
288.90 |
Rs. Two hundred eighty
eight and paise ninety only |
275 |
7944.75 |
|
74 |
01307 |
Extra for wet foundation
i.e. when seepage exceeds 20cms but including bailing out of water manually or by mechanical means. |
10.00 |
Cum |
99.10 |
Rs. Ninety nine and paise
ten only |
36 |
356.76 |
|
75 |
05301 |
Damp proofing walls with
cement mortor (1:2) 50mm. thick with approved standard & quality of water
proofing compond. |
1.00 |
sqm |
55.50 |
Rs. Fifty five and paise
fifty only |
55 |
3052.50 |
|
76 |
05204/B |
Plastering over all types
of surfaces like concrete, masonry,etc., 10mm thick |
1.00 |
sqm |
13.10 |
Rs. Thirteen and paise ten
only |
1280 |
16768.00 |
|
77 |
06210 |
Water proofing flat roof,
with 40mm. thick Indian patent stone (1 cement, 1 sand, 2 coarse stone
aggregate 6mm. to 10mm. size) and providing correct slope including filling
joints with jointing material. |
1.00 |
sqm |
51.30 |
Rs. Fifty one and paise
thirty only |
327 |
16775.10 |
|
78 |
10103/A |
Applying white wash on all
surfaces. |
10.00 |
sqm |
5.50 |
Rs. Five and paise fifty
only |
1885 |
1036.75 |
|
79 |
10103/C |
Applying white wash on all
surfaces. |
10.00 |
sqm |
14.00 |
Rs. Fourteen only |
2075 |
2905.00 |
|
80 |
10303 |
Applying approved primer
coat before distempering/snowcem. |
10.00 |
sqm |
19.60 |
Rs. Nineteen and paise
sixty only |
1940 |
3802.40 |
|
81 |
08811/B |
Providing, cutting and
fixing frosted glass panes with putty of I.S 419/420 and spring/glazing clips
including cleaning the rebate and oiling with raw linseed oil. |
1.00 |
sqm |
166.60 |
Rs. One hundred sixty six
and paise sixty only |
7.5 |
1249.50 |
|
82 |
08715 |
Providing and fixing
grills and tree guards of approved design land k pattern made out of MS flats
and or bars etc. including k rivetting and welding complete in all respects
including one coat of red lead or zinc chromate paint |
1.00 |
Tonne |
11619.50 |
Rs. Eleven thousand six
hundred nineteen and paise fifty only |
0.15 |
1742.93 |
|
83 |
07405 |
White glazed tiles of
approved make and 1st grae quality of specified size a(5 to 6mm thick) in
floors and dado, with border in any desired pattern and colour with requisite
white cement in joint and neat cement for bedding laid over cement mortar 1:3
bedding 20mm thick average including any special cornices, corners angle
tiles, etc., complete. |
1.00 |
sqm |
281.30 |
Rs. Two hundred eighty one
and paise thirty only |
185 |
52040.50 |
|
84 |
16107/C |
Supplying, fixing and
connecting white glazed earthen-ware wash basin of approved shape and
moulding pattern like oval, rectangular corner, round, etc. conforming to IS
771, 32mm bore non-ferrous, chromium plated waste fittings (IS 2963), waste
plug, chain and stay (IS :3311) including fixing complete in all respect
(waste pipe, pillar tap, CI brackets and stop tap to be paid separately) |
1.00 |
Each |
252.90 |
Rs. Two hundred fifty two
and paise ninety only |
12 |
3034.80 |
|
85 |
13606 |
Supplying, hoisting and
fixing in position one piece moulded single wall construction, high/low
density polyethylene water tanks on existing base including all lead and
lift. The tank should have CI mosquito
proof cover of approved type & design locking arrangement, outlet/inlet
arrangement as required. |
1.00 |
Litre |
4.10 |
Rs. Four and paise ten
only |
7650 |
31365.00 |
|
86 |
13509/C |
Supplying and fixing brass
or gun metal ball valves (horizontal plunger type) including PVC floats high
pressure (HP) complete in all respect tested to withstand a pressure of 20
kgs/cm2 conforming to IS 1703.(c) 25 mm bore. |
1.00 |
Each |
98.30 |
Rs. Ninety eight and paise
thirty only |
14 |
1376.20 |
|
87 |
13509/E |
Supplying and fixing brass
or gun metal ball valves (horizontal plunger type) including PVC floats high
pressure (HP) complete in all respect tested to withstand a pressure of 20
kgs/cm2 conforming to IS 1703.(e) 40 mm bore. |
1.00 |
Each |
244.20 |
Rs. Two hundred forty four
and paise twenty only |
2 |
488.40 |
|
88 |
13101/A6 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
75.50 |
Rs. Seventy five and paise
fifty only |
40 |
3020.00 |
|
89 |
13101/A7 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
125.70 |
Rs. One hundred twenty
five and paise seventy only |
83 |
10433.10 |
|
90 |
13101/A8 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
180.20 |
Rs. One hundred eighty and
paise twenty only |
43 |
7748.60 |
|
91 |
13502/C |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781.(c) 25 mm bore (of 1.30 kg. weight minimum. |
1.00 |
Each |
110.20 |
Rs. One hundred ten and
paise twenty only |
23 |
2534.60 |
|
92 |
13502/E |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781.(e) 40 mm bore (of 2.25 kg. weight minimum. |
1.00 |
Each |
235.00 |
Rs. Two hundred thirty
five only |
9 |
2115.00 |
|
93 |
13502/F |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781.(f) 50 mm bore (of 3.85 kg. weight minimum. |
1.00 |
Each |
346.30 |
Rs. Three hundred forty
six and paise thirty only |
5 |
1731.50 |
|
94 |
13505/A |
Supplying and laying in
position cast iron sluice valve both ends flanged, class I, with rings,
spindle and nuts of ferrous metals with cap including jointing, complete in
all respect, tested to withstand a pressure of 20kg./cm2 (conforming to IS
780E).(a) 80 mm bore (of weight 31 kgs. minimum) |
1.00 |
Each |
635.80 |
Rs. Six hundred thirty
five and paise eighty only |
1 |
635.80 |
|
95 |
13505/B |
Supplying and laying in
position cast iron sluice valve both ends flanged, class I, with rings,
spindle and nuts of ferrous metals with cap including jointing, complete in
all respect, tested to withstand a pressure of 20kg./cm2 (conforming to IS
780E).(b) 100 mm bore (of weight 43 kgs. minimum) |
1.00 |
Each |
871.20 |
Rs. Eight hundred seventy
one and paise twenty only |
2 |
1742.40 |
|
96 |
16206/E |
Supplying and fixing
flushing pipe including removing the old flushing pipe (if any). Complete in
all respect including conecting with flushing cistern and sanitary fitment. |
1.00 |
Each |
32.20 |
Rs. Thirty two and paise
twenty only |
10 |
322.00 |
|
97 |
17304/B |
Supplying and fixing cast
iron pipes, socket spigot for soil, waste and ventilating purpose including
specials such as bends, offsets, branches, traps, tapers access doors,
inspection piece, collars, wire balloons and different sanita5ry connection
with cast iron holder bats, bolts, nails, wooden blocks, jointing material
etc. including bitumastic jointing proper embedding and fixing in walls and
columns etc. complete conforming to I.S. 1729 ir US 3989. |
1.00 |
m |
99.80 |
Rs. Ninety nine and paise
eighty only |
17 |
1696.60 |
|
98 |
17304/D |
Supplying and fixing cast
iron pipes, socket spigot for soil, waste and ventilating purpose including
specials such as bends, offsets, branches, traps, tapers access doors,
inspection piece, collars, wire balloons and different sanita5ry connection
with cast iron holder bats, bolts, nails, wooden blocks, jointing material
etc. including bitumastic jointing proper embedding and fixing in walls and
columns etc. complete conforming to I.S. 1729 ir US 3989. |
1.00 |
m |
192.60 |
Rs. One hundred ninety two
and paise sixty only |
3 |
577.80 |
|
99 |
17406/A |
Supplying and fixing salt
glazed stone ware 'gully trap' with C.I grating on 10cm. thick 1: 3:6 C.C
bedding , including embedding the trap in cement concrete , confirming to I.S
651 |
1.00 |
Each |
92.90 |
Rs. Ninety two and paise
ninety only |
8 |
743.20 |
|
100 |
17408 |
Supplying and fixing 150mm
bore salt glazed stone wate square tee for inlet and outlet in septic
tanks. Conforming to I.S. 651. |
1.00 |
Each |
74.50 |
Rs. Seventy four and paise
fifty only |
3 |
223.50 |
|
101 |
02202/A |
Cement concrete 1:3:6 in
foundations with |
1.00 |
cum |
519.30 |
Rs. Five hundred nineteen
and paise thirty only |
12.8 |
6647.04 |
|
102 |
02206 |
Cement concrete 1:3:6 with
40mm graded stone aggregate for all
works not requiring elaborate or costly forms of shuttering. |
1.00 |
cum |
692.60 |
Rs. Six hundred ninety two
and paise sixty only |
17 |
11774.20 |
|
103 |
07317 |
40mm thick Indian parent
stone pavement (1:1:2) in floor according to Railway specification with
graded stone aggregate 15mm size, including provision and filling of
expansion joints. |
1.00 |
sqm |
54.50 |
Rs. Fifty four and paise
fifty only |
37 |
2016.50 |
|
104 |
17103/B |
Supplying, laying and
cement jointing(1:2) half round salt glazed stone ware pipes including
specials on concrete bedding (concrete to be paid separately) pipes
conforming to I.S,651. |
1.00 |
m |
51.40 |
Rs. Fifty one and paise
forty only |
105 |
5397.00 |
|
105 |
12309 |
Supplying and fixing top
hung type collapsible gate made out of MS channel pickets of size 20 mm
linked by MS flats of size 20 x 6 mm, thoughout the length, which when the
gate is opened, shall give a maximum clear gap of 100 mm between pickets,
fitted with good quality ball bearing, aluminium handles and locking device
both sides, folding stoppers to prevent door moving when folded, complete
with top track bottom guide and all fittings accessories in single or double
leaves, including a coat of double boiled |
1.00 |
sqm |
593.60 |
Rs. Five hundred ninety
three and paise sixty only |
10 |
5936.00 |
|
106 |
08511/B |
Providing and fixing
wooden flush doors with block board soild core and commercial face veneers
ply 3mm thick (I.S.303) on each side, internally lipped bonded with phenol
formaldehyde synthetic resin adhesive of boiling water resistant grade hot
pressed including aluminium fittings and C.P.Mortice lock. |
1.00 |
sqm |
569.80 |
Rs. Five hundred sixty
nine and paise eighty only |
22 |
12535.60 |
|
107 |
08916/B |
Providing and fixing door
viewer. |
1.00 |
each |
30.00 |
Rs. Thirty only |
12 |
360.00 |
|
108 |
16206/A |
Supplying and fixing
flushing pipe including removing the old flushing pipe (if any). Complete in
all respect including connecting with flushing cistern and sanitary fitment. |
1.00 |
Each |
74.30 |
Rs. Seventy four and paise
thirty only |
20 |
1486.00 |
|
109 |
16118/D |
Supplying and fixing pipe
as outlet or waste pipe to wash basins sink and bowl type urinals etc.
complete including providing clamps to hold the pipe, making holes in masonry
and making it good to original condition. |
1.00 |
m |
16.20 |
Rs. Sixteen and paise
twenty only |
10 |
162.00 |
|
110 |
16118/C |
Supplying and fixing pipe
as outlet or waste pipe to wash basins sink and bowl type urinals etc.
complete including providing clamps to hold the pipe, making holes in masonry
and making it good to original condition. |
1.00 |
m |
28.60 |
Rs. Twenty eight and paise
sixty only |
7 |
200.20 |
|
111 |
16121 |
Providing and connecting
PVC pipe (300mm to 450mm long)complete with ball and socket brass couplings
at both ends to suit 15mm/20mm bore G.I. pipes for wash basin and flushing
tanks. |
1.00 |
Each |
9.40 |
Rs. Nine and paise forty
only |
25 |
235.00 |
|
112 |
05206/D |
Plastering over all types
of surfaces like concrete,
masonry,etc., 20mm |
1.00 |
sqm |
27.00 |
Rs. Twenty seven only |
87 |
2349.00 |
|
113 |
05211 |
Extra for all types of
plastered surfaces to be finished smooth with neat cement. |
1.00 |
sqm |
4.10 |
Rs. Four and paise ten
only |
230 |
943.00 |
|
114 |
04201/C |
Brick masonry IInd sort in
foundations and plinth |
1.00 |
cum |
592.10 |
Rs. Five hundred ninety
two and paise ten only |
20 |
11842.00 |
|
115 |
07306/A |
Cement concrete (1:3:6)
with 40mm stone aggregate, finished smooth in floor:- |
1.00 |
sqm |
51.50 |
Rs. Fifty one and paise
fifty only |
40 |
2060.00 |
|
116 |
08906/A1 |
Providing and fixing
sliding door bolt for use with pad locks I.S.281 (Steel) IS 2681 (non
ferrous) |
1.00 |
each |
28.00 |
Rs. Twenty eight only |
12 |
336.00 |
|
117 |
08906/S1 |
Providing and fixing
sliding door bolt for use with pad locks I.S.281 (Steel) IS 2681 (non
ferrous) |
1.00 |
each |
22.50 |
Rs. Twenty two and paise
fifty only |
72 |
1620.00 |
|
118 |
16205/A |
(a)Supplying and fixing
PVC shower (for both) of superior quality, 100mm diameter, 15mm bore |
1.00 |
Each |
30.70 |
Rs. Thirty and paise
seventy only |
12 |
368.40 |
|
119 |
10203/B |
Applying
"Snowcem" or similar other cement based paint of approved colour. |
10.00 |
sqm |
77.40 |
Rs. Seventy seven and
paise forty only |
245 |
1896.30 |
|
120 |
04208 |
Extra for item
04202,04204(a) to (b),04210 for lift above 10m or 3 floors height, for each
additional 3 m or one floor height. |
1.00 |
cum |
36.30 |
Rs. Thirty six and paise
thirty only |
26 |
943.80 |
|
121 |
02314 |
Extra for lift item nos.
02308 (b) and (c), 02310(b) to (d) 02313 above 10 m or the floors height for
each additional 3m or floor height. |
1.00 |
cum |
34.70 |
Rs. Thirty four and paise
seventy only |
10 |
347.00 |
|
122 |
05110 |
Extra for plastering/
pointing on exterior surface over 10 m. height involving use of scaffolding. |
1.00 |
sqm |
4.00 |
Rs. Four only |
112 |
448.00 |
|
123 |
01308 |
Benching of rock average
10cms depth for foundations. |
10.00 |
sqm |
407.90 |
Rs. Four hundred seven and
paise ninety only |
112 |
4568.48 |
|
124 |
16119 |
Supplying chromium plated
non ferrous waste coupling with nuts(i,e, waste fittings)32mm bore conforming
to IS 2963 |
1.00 |
Each |
17.00 |
Rs. Seventeen only |
12 |
204.00 |
|
125 |
16206/F |
Supplying and fixing
flushing pipe including removing the old flushing pipe (if any). Complete in
all respect including connecting with flushing cistern and sanitary fitment. |
1.00 |
Each |
25.10 |
Rs. Twenty five and paise
ten only |
12 |
301.20 |
|
126 |
08817 |
Providing, cutting and
fixing 1.18mmx0.32mm (16mesh and 30 gauge)mild steel wire cloth. Wire cloth
(wire gauge) of IS-1568 with wooden beads including cleaning the rebate. |
1.00 |
sqm |
41.00 |
Rs. Forty one only |
2.5 |
102.50 |
|
127 |
19121 |
Dismantling steel work. |
1.00 |
Tonne |
397.70 |
Rs. Three hundred ninety
seven and paise seventy only |
0.5 |
198.85 |
|
128 |
18202 |
Loading rails, steel or
iron sleepers, R.S.Joists, bars, C.I.,G.I.pipes, etc. into trucks/wagons. |
1.00 |
Tonne |
10.40 |
Rs. Ten and paise forty
only |
0.5 |
5.20 |
|
129 |
18206 |
Unloading rails, steel or
iron sleepers R.S. Joists, bars, C.I.,G.I.pipes etc. from trucks and stacking
the same. |
1.00 |
Tonne |
7.20 |
Rs. Seven and paise twenty
only |
0.5 |
3.60 |
|
130 |
18208/A |
Carriage by trucks -
cement, paints, small fittings, steel and other stores.(a) Above 200 m to
1000 m. |
1.00 |
Tonne |
10.70 |
Rs. Ten and paise seventy
only |
0.5 |
5.35 |
|
131 |
13104/B |
Inserting MS galvanised
tee in the existing MS galvanised pipe line by way of uncoupling/cutting
threading the old pipe inserting tee alongwith other specials including
excavation and refilling etc. making the joint water tight to withstand test
pressure of 20 kg/cm2. (All new material like pipe, specials, etc. required
will be paid as extra under respective items) |
1.00 |
Each job |
74.40 |
Rs. Seventy four and paise
forty only |
1 |
74.40 |
|
132 |
13518/A |
Extra for supplying and
fixing hand wheel in place of spindle cap. for item no.13505. (a) for sluice valves from
50mm upto 80 mm bore. |
1.00 |
Each |
12.20 |
Rs. Twelve and paise
twenty only |
1 |
12.20 |
|
133 |
13518/B |
Extra for supplying and
fixing hand wheel in place of spindle cap. for item no.13505. |
1.00 |
Each |
18.40 |
Rs. Eighteen and paise
forty only |
1 |
18.40 |
|
134 |
13103/C |
Supplying and fixing MS
galvanised flanges under item 13101 including rubber packing (1.5 mm thick)
and with nuts, bolts, etc. complete.(c) for 80 mm bore pipe with two flanges. |
1.00 |
Joint |
84.70 |
Rs. Eighty three and paise
seventy only |
1 |
84.70 |
|
135 |
13103/D |
Supplying and fixing MS
galvanised flanges under item 13101 including rubber packing (1.5 mm thick)
and with nuts, bolts, etc. complete.(d) for 100 mm bore pipe with two
flanges. |
1.00 |
Joint |
143.00 |
Rs. One hundred forty
three only |
2 |
286.00 |
|
136 |
18201 |
Loading stone metal,
bricks, earth (including debris) moorum, ashes, cinder, sand, shingle
pitching or soiling stone into trucks/wagons. |
1.00 |
cum |
11.90 |
Rs. Eleven and paise
ninety only |
22 |
261.80 |
|
137 |
18205 |
Unloading earth (including
debris) moorum, ashes, cinder, sand, bricks, stone metal, shingle, pitching
or soiling stone from trucks as specified places. |
1.00 |
cum |
8.40 |
Rs. Eight and paise forty
only |
22 |
184.80 |
|
138 |
18207/A |
Carriage by trucks -
bricks, ballast, sand, surkhi, lime mortar, earth (including debris) moorum,
ashes and lime :- |
10.00 |
cum |
108.90 |
Rs. One hundred eight and
paise ninety only |
22 |
239.58 |
|
|
|
|
|
|
Total of MS Items |
1704503.65 |
||
|
|
|
Engineering Branch
|
NS items (Part-B)
Name of work:-. Construction of 12 units type III quarters in Millennium Colony near Railway Station
at
|
S. No. |
NS item No. |
Description of Item |
Unit |
Rate |
Rate in words |
Quantity |
Amount |
|
1 |
NS/1 |
Providing
& laying 14 mesh and 22 gauge MS galvanized wire on existing wooden frame
with the help of country teak wood head of appropriate size including all
lead lift, tools, plants, equipments, labour, materials etc complete as
directed by Engineer-in-charge ( Clear area of mesh will be measured for
payment). |
sqm |
|
|
113 |
|
|
2 |
NS/2 |
Providing,
making and fixing, wire gauged shutters 35 mm thick (finished) for doors,
windows and ventilators using country teak wood with standard oxidised iron
fittings but excluding wire gauge including all lead, lift tools, plants, equipments labour material
etc. complete job as directed by Engineer-in-charge |
sqm |
|
|
187 |
|
|
3 |
NS/3 |
Supplying
and fixing fan hook made from 16 mm dia. MS round Tor of 900 mm length and of
shape as directed by Engineer-in-charge and fixing the same in roof securely
with main reinforcement prior to casting of RCC slab including all lead, lift
with contractor's tools, plants, equipment labour, materials etc. complete as
directed by Engineer-in-charge. |
Each |
|
|
60 |
|
|
4 |
NS/4 |
Providing,
laying & fixing 25-40mm thick machine polished cudappa stone over kitchen
platform, in shelves including all lead, lift with contractor's tools, slab
over kitchen platform, in shelves including all lead, lift, tools, plants,
equipments, labour, material etc. |
M2 |
|
|
17 |
|
|
5 |
NS/5 |
Providing
& fixing 15cm wide wooden pelmets, made up of 19mm thick TW particle
board & face predominated with decorative glossy finish laminate, over
door & window opening 15 cm beading both sides & 15 cm away from the
wall with 6mm thick T.W. face ply on top complete with aluminum channel in the
centre on wooden strut and chromium plated steel hanger clips @ 75mm c/c.
Inside face duly polished complete. The pelmets should be fixed to wall/
column with the help of M.S.
Hold-fasts with all lead, lift, tools, plants, equipment, labour,
materials etc. completed job as directed Engineer- in-charge.(Payment will be
made by measuring the perimeter of the
pelmet). |
M |
|
|
235 |
|
|
6 |
NS/6 |
Providing,
making & fixing pressed steel door, window and ventilator frame of size
125 x 60mm (double rebate) of specified cross section conforming to IS 4531-
1976 made out of 1.25mm thick Ms sheet conforming to IS 513-1973 alongwith
standard steel fittings and 6 Nos. of M.S. hold fasts 25 x 6mm size 200mm
long with 25mm split ends including painting with one coat of ready mixed red
oxide primer including all lead, lift, tools. Plants equipments, labour and
material etc. Complete as directed by
Engineer-in-charge. |
M |
|
|
187 |
|
|
7 |
NS/7 |
Providing,
making and fixing window, ventilator shutter manufactured according to
IS:1038:1983 fully glazed from standard rolled sections F 7D conforming to
IS:7452-1982 with glazing bars sub dividing bars sash bars of standard rolled
section T2 conforming to IS:7452-1982, lock rail, lock plate, lugs, fixing
clips, butt hinges, two numbers of steel tower bolts as per IS:15024, 15 cm
long, one No. 100 mm size handle as per IS:208, hooks and eye stopper duly
welded and finished smooth one coat of
ready mixed red oxide paint including all lead, lift with contractor's tools
plants, equipments, labour material etc. complete job as directed by
Engineer-in-charge. |
sqm |
|
|
131 |
|
|
8 |
NS/8 |
Supplying
& Providing Steel (TMT) for reinforcement of approved make & quality
such as SHARDA/SAIL/TISCO/RINL or similar make steel for RCC works including
bending, binding, placing in position including all leads , lifts, ascent,
taxes, octroi ,Contractors binding wires of 16 gauge complete as directed by
Engineer at site (a) 6 mm plain conforming to I.S 1788-1979. NOTE:- Payment
will be made as per actual consumption of steel at site |
Tonne |
|
|
2 |
|
|
9 |
NS/9 |
Supplying
& Providing Steel for reinforcement of approved make & quality such
as SHARDA/SAIL/TISCO/RINL or similar make steel (TMT) bars for RCC works
including bending, binding, placing in position including all leads , lifts,
ascent, taxes, octroi ,Contractors binding wires of 16 gauge complete as
directed by Engineer at site (b) 8 mm & above conforming to I.S
1788-1979. NOTE:- Payment will be made as per actual consumption of steel at
site |
Tonne |
|
|
38 |
|
|
10 |
NS/10 |
Supplying
and fixing PVC beading around cupboard shutter and pelmet etc. with fevicol
or similar adhesive and nails with all contractor's tool plant and material
complete in all respect as directed by Engineer-in-charge at site. |
m |
|
|
680 |
|
|
11 |
NS/11 |
Supplying,
providing and fixing stainless sink over all size-30"x20" (fantasy
size with removable vegetable washing bowl, on approved by Engineer-in-charge
complete coupling fittings all lead and lift. |
Each |
|
|
12 |
|
|
12 |
NS/12 |
Supplying
providing and fixing PIANO type hinges of steel in cupboard shutters frames
etc. Including all lead and lift, quality as approved by Engineer-in-charge. |
M |
|
|
202 |
|
|
13 |
NS/13 |
Providing
and fixing C.P. steel aldrop of size 300 mm long and 16 mm dia with all
contractor's tools, plant, material, labour etc. complete in all respect as
directed by Engineer in charge at site. |
Each |
|
|
60 |
|
|
14 |
NS/14 |
Providing
and fixing C.P. steel aldrop of size 250 mm long and 16 mm dia with all
contractor's tools, plant, material, labour etc. complete in all respect as
directed by Engineer in charge at site. |
Each |
|
|
60 |
|
|
15 |
NS/15 |
Supplying,
making and fixing of wooden cabinet for Nich of Kitchen as per drawing
enclosed made from 18mm thick commercial block board backing with, 6 mm thick
commercial plywood, teak wood moulded/plain polished beading, fixing of 5 mm thick plain glass
on 1 mm alluminium two way track channel, intermediate shelves with 18mm
commercial block board, projected portion duly laminated out side with 1 mm
thick sunmica, coating with antitermite approved material, painting two coat
inside over one coat of wood primer of approved quality giving smooth finish
complete including fittings such as PVC striker, nails, screws etc. including
all lead and lift and as approved by Engineer-in-charge. Size of
cabinet-(1.27mX1.17mX0.25m) with tolerance of 1.5mm as per Railways drawing
No.OSD/WCR/ENGG./JBP/R-58. |
Each |
|
|
12 |
|
|
16 |
NS/16 |
Extra
for plastering work of any proportion for adding water-proofing compound with
approved standard and quality of water-proofing compound as directed by the
Engineer-in-charge. |
sqm |
|
|
317 |
|
|
17 |
NS/17 |
Extra
for two additional rebate to accommodate ventilator in a existing double
rebate pressed steel door, windows and ventilator's frame. |
m |
|
|
144 |
|
|
18 |
NS/18 |
Providing
and fixing two legged aluminum door stopper size 85 mm with rubber pads with
all contractors tools, plant, material, labours etc. complete in all respect
as directed by Engineer-in-charge at site. |
Each |
|
|
60 |
|
|
19 |
NS/19 |
Extra
for adding plasticizer of approved quality and make in reinforced cement
concrete and plain cement concrete work. Quantity of plasticizer shall be
mixed as recommended by manufacturer /as directed by Engineer-in-charge. |
cum |
|
|
356 |
|
|
20 |
NS/20 |
Providing,
antitermite treatment ( at three stages ) to the building as per IS:6313 part
- II 1971 |
sqm |
|
|
667 |
|
|
21 |
NS/21 |
Supplying
and fixing PVC buffers 45 mm size in door with all contractor's tools plant,
material, labours etc. complete in all respect as directed by Engineer in
charge at site. |
Each |
|
|
60 |
|
|
22 |
NS/22 |
Providing
and fixing Magnet catcher on wardrobe etc. with all contractor's tools,
plant, material, labours etc. complete in all respect as directed by
Engineer-in-charge at site. |
Each |
|
|
95 |
|
|
23 |
NS/23 |
Providing
and fixing teak wood beading of size 25 mm x 20 mm with all contractor's
material, lead, lift, tools, labour, etc. complete in all respect as directed
by Engineer-in-charge at site. |
m |
|
|
180 |
|
|
24 |
NS/24 |
Providing
and fixing teak wood beading of size 25 mm x 12 mm with all contractors
material, lead, lift, tools, labour, etc. complete in all respect as directed
by Engineer-in-charge at site. |
m |
|
|
180 |
|
|
25 |
NS/25 |
Supplying,
erection and commissioning of hot pressed moulded thermosetting glass fibre
reinforced polyester resin (G.R.P.) sectional water storage tanks including
accessories, external bracing, brackets, manholes panel assembly including
ladder wherever necessary for height of tank upto 2m conforming to IS:14399
(Part-I) 1996 |
litre |
|
|
13000 |
|
|
|
|
Engineering Branch |
Part C-MS items
Name of work:-
Construction of 18 Units of Type-I quarters in Bajrang Colony of West Central
Railway at
|
S.No. |
Item No. |
Description
of item |
Unit value |
Unit |
Rate |
Rate in Words |
Quantity |
Amount |
|
1 |
01302 |
Excavation to Railway's
specification in ordinary soil, black cotton, red soil, sandy loam, clay or
soft murum. |
10.00 |
Cum |
220.90 |
Rs. Two hundred twenty and
paise ninety only |
644 |
14214.92 |
|
3 |
02201/A |
Cement concrete 1:4:8 in
foundation with |
1.00 |
cum |
452.00 |
Rs. Four hundred fifty two
only |
23 |
10396.00 |
|
4 |
02310/A |
Reinforced cement concrete
1:1.5:3 with 20mm graded stone aggregate with Railway's steel for
reinforcement |
1.00 |
cum |
1080.20 |
Rs. One thousand eighty
and paise twenty only |
120 |
129624.00 |
|
5 |
02310/B |
Reinforced cement concrete
1:1.5:3 with 20mm graded stone aggregate with Railway's steel for
reinforcement |
1.00 |
cum |
1457.20 |
Rs. One thousand four
hundred fifty seven and paise twenty only |
125 |
182150.00 |
|
6 |
02310/C |
Reinforced cement concrete
1:1.5:3 with 20mm graded stone aggregate with Railway's steel for
reinforcement |
1.00 |
cum |
1551.60 |
Rs. One thousand five
hundred fifty one and paise sixty only |
110 |
170676.00 |
|
7 |
02311 |
Extra for reinforced
cement concrete works for adding water proofing compound @ minimum 2.5
percent of weight of cement ( Water proofing compound approved by the
Engineer) |
1.00 |
cum |
103.00 |
Rs. One hundred three only |
48 |
4944.00 |
|
8 |
01508/A |
Boring for under reamed
piles in shrinkable soil with single under ream upto 3.5m depth. |
1.00 |
m |
21.10 |
Rs. Twenty one and paise
ten only |
150 |
3165.00 |
|
9 |
01509/A |
Boring for under reamed
piles in shrinkable soil with double under ream upto 3.5m depth. |
1.00 |
m |
24.50 |
Rs. Twenty four and paise
fifty only |
34 |
826.88 |
|
10 |
01509/B |
Boring for under reamed
piles inshrinkable soil with double under ream upto 3.5m depth. |
1.00 |
m |
29.40 |
Rs. Twenty nine and paise
forty only |
20 |
588.00 |
|
11 |
01510/A |
Extra for each metre depth
upto 6 metres total depth beyond 3.5 depth. |
1.00 |
m |
19.50 |
Rs. Nineteen and paise
fifty only |
3 |
65.81 |
|
12 |
01510/B |
Extra for each metre depth
upto 6 metres total depth beyond 3.5 depth. |
1.00 |
m |
24.00 |
Rs. Twenty four only |
6 |
135.00 |
|
13 |
02319 |
Reinforced cement concrete
1:2:4 with 20mm graded stone aggregate with Rly's steel in reinforcement in
bore holes for under reamed piles (including upto portion of capping beam
level above ground.) |
1.00 |
cum |
823.40 |
Rs. Eight hundred twenty
three and paise forty only |
11 |
9057.40 |
|
14 |
05301 |
Damp proofing walls with
cement mortar (1:2) 50mm. thick with approved standard & quality of water
proofing compound. |
1.00 |
sqm |
55.50 |
Rs. Fifty five and paise
fifty only |
47 |
2608.50 |
|
15 |
05213 |
Rounding top of walls,
20/23 cm. thick wall, with cement mortar 1:6 finish with a hearting of brick
in masonry. |
1.00 |
m |
14.10 |
Rs. Fourteen and paise ten
only |
47 |
666.23 |
|
16 |
17302/E |
Supplying and fixing
A.C.building pipes socket spigot for Soil waste and ventilating purposes,
including specials such as bends, sanitary bends, junction bends, sockets ,
shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws
and bitumastic jointing material etc. including proper embedding and fixing
in walls and columns, jointing with sanitary fitments etc complete conforming
to I.S. 1626. |
1.00 |
m |
53.80 |
Rs. Fifty three and paise
eighty only |
20 |
1076.00 |
|
17 |
17301/A |
Supplying and fixing A.C.
building pipes, socket spigot for rain water purpose including specials such
as bends, sanitary bends, swan neck junctions, head, sockets, spouts, shoes,
reducing pieces with clamps, wooden blocks, screws, and bitumastic jointing
materials etc. complete including proper embedding and fixing in walls and
columns, etc. Conforming to I.S.1626. |
1.00 |
m |
44.60 |
Rs. Fourty four and paise
sixty only |
60 |
2676.00 |
|
18 |
04201/D |
Brick masonry IInd sort in
foundations and plinth |
1.00 |
cum |
542.40 |
Rs. Five hundred forty two
and paise forty only |
80 |
43392.00 |
|
19 |
04202/A |
Brick masonry IInd sort in
superstructure: |
1.00 |
cum |
628.20 |
Rs. Six hundred twenty
eight and paise twenty only |
63 |
39576.60 |
|
20 |
04202/B |
Brick masonry IInd sort in
superstructure: |
1.00 |
cum |
577.70 |
Rs. Five hundred seventy
seven and paise seventy only |
244 |
140958.80 |
|
21 |
02304 |
Precast reinforcement
cement concrete 1:2:4 with 20mm stone aggregate for slabs, shelves, etc. upto
150mm thickness with Contractor's forms and Railway's steel in reinforcement
including fixing with cement mortar 1:2. |
1.00 |
cum |
1333.80 |
Rs. One thousand three
hundred thirty three and paise eighty only |
2.5 |
3334.50 |
|
22 |
02305 |
Precast R.C.C. 1:2:4 with
15mm graded stone aggregate in jali work, 40mm thick with Rly's reinforcement
(6mm) at the rate of 2.5kg /m2 including fixing complete (No deduction to be
made for openings in jali) |
1.00 |
sqm |
57.30 |
Rs. Fifty seven and paise
thirty only |
50 |
2865.00 |
|
23 |
01406 |
Filling contractors murum
without stacking directly in plinths and floors, etc. complete including
watering and ramming. |
10.00 |
cum |
350.50 |
Rs. Three hundred fifty
and paise fifty only |
66 |
2313.30 |
|
24 |
05205/B |
Plastering over all types
of surfaces like concrete,
masonry,etc., 15mm. |
1.00 |
sqm |
18.40 |
Rs. Eighteen and paise
forty only |
3500 |
64400.00 |
|
25 |
05206/B |
Plastering over all types
of surfaces like concrete,
masonry,etc., 20mm |
1.00 |
sqm |
20.50 |
Rs. Twenty and paise fifty
only |
1050 |
21525.00 |
|
26 |
05110 |
Extra for plastering/
pointing on exterior surface over 10 m. height involving use of scaffolding. |
1.00 |
sqm |
4.00 |
Rs. Four only |
129 |
516.00 |
|
27 |
05302 |
Cement plaster with (1:1)
mortar 25mm. thick with approved standard and quality of water proofing
compound. |
1.00 |
sqm |
44.10 |
Rs. Fourty four and paise
ten only |
151 |
6659.10 |
|
28 |
05211 |
Extra for all types of
plastered surfaces to be finished smooth with neat cement. |
1.00 |
sqm |
4.10 |
Rs. Four and paise ten only |
224 |
918.40 |
|
29 |
07602 |
80mm thick oversized stone
ballast 75mm to 100mm gauge soling, hand packed. |
1.00 |
sqm |
12.10 |
Rs. Twelve and paise ten
only |
88 |
1064.80 |
|
30 |
07306/A |
Cement concrete (1:3:6)
with 40mm stone aggregate, finished smooth in floor:- |
1.00 |
sqm |
51.50 |
Rs. Fifty one and paise
fifty only |
250 |
12875.00 |
|
31 |
07317 |
40mm thick Indian parent
stone pavement (1:1:2) in floor according to Railway specification with
graded stone aggregate 15mm size, including provision and filling of
expansion joints. |
1.00 |
sqm |
54.50 |
Rs. Fifty four and paise
fifty only |
500 |
27250.00 |
|
32 |
07403 |
Providing, laying and
polishing plain chequered tiles in neutral grey colour 250x250x20mm (nominal)
or any other size of approved quality and make floors and steps etc., with requisite
neat cement over bedding and joints etc., including any special cornices.
corners or angle tiles etc. complete, laid over cement mortar 1:3 bedding
20mm thick (average ) on previously prepared |
1.00 |
sqm |
149.10 |
Rs. One hundred forty nine
and paise ten only |
65 |
9691.50 |
|
33 |
12210 |
Providing, making and
fixing pressed steel door frames of size (105 x 60mm) and specified cross
sectional shape conforming to ID-4531-1976 made out of M.S.Sheet 1.25 mm
thick conforming to IS 513-1973 or 1079-1973 alongwith three steel butt
hinges (100 mm x 3.55 mm thick) duly welded with two bottom, ties made out of
M.S.Angles 25 x 25 x 4 mm to suit floor thickness and six number of hold fast
made out of M.S.Flat 25 x 6 mm, 250mm long with 25mm split ends including painting
with one coat of red oxide primer or any other approved primer. |
1.00 |
m |
85.00 |
Rs. Eighty five only |
700 |
59500.00 |
|
34 |
12203/B |
Supplying and fixing
top/central/side hung type glazed steel windows and ventilators fabricated
from appropriate T,Z and other section generally conforming to IS 1038, including lugs/fixing clips,
hinges, push fit weather bar, aluminium spring catch, aluminium peg stay of
300 mm size, including one coat of red or zinc chromate paint. Steel to
conform to IS 1977 and Fabrication as per IS 1038. |
1.00 |
sqm |
556.40 |
Rs. Five hundred fifty six
and paise forty only |
85 |
47294.00 |
|
35 |
06210 |
Water proofing flat roof,
with 40mm. thick Indian patent stone (1 cement, 1 sand, 2 coarse stone
aggregate 6mm. to 10mm. size) and providing correct slope including filling
joints with jointing material. |
1.00 |
sqm |
51.30 |
Rs. Fifty one and paise
thirty only |
335 |
17185.50 |
|
36 |
08403 |
Providing, fabricating and
fixing M.S Flats and bars including screws/bolts and fixing in windows and
ventilators etc. complete in all respects. |
1.00 |
Kg. |
13.80 |
Rs. Thirteen and paise
eighty only |
710 |
9798.00 |
|
37 |
08502/B |
Providing, making and
fixing shutter frames 35mm finished thickness having specified dimensions of
vertical styles, top ;rail, bottom, lock and middle rail with rebate and
grooves with heavy pattern iron fittings (sashes/ intermediate rail shall be
provided at specified spacing, as required.) |
1.00 |
sqm |
322.30 |
|
105 |
33841.50 |
|
38 |
08506/B |
Providing, making and
fixing 12mm thick panel inserts in the shutter frame. |
1.00 |
sqm |
222.80 |
Rs. Two hundred twenty two
and paise eighty only |
12 |
2673.60 |
|
39 |
12211 |
Supplying and fixing
pressed steel shutter consisting of 0.8 mm thick M.S.Plate, having 100 x 40
mm tubular section as vertical styles, top and bottom rails and 150 x 40 mm
tubular lock rail with panels of M.S.Plate 0.8 mm thick duly welded and
finished smooth with one coat of red oxide or any other primer including 2
Nos. steel handles 100 mm, one number steel tower bolt 150 mm and one number
steel sliding door bolt (Aldrop) 250mm complete in all respect. |
1.00 |
sqm |
736.60 |
Rs. Seven hundred thirty
six and paise sixty only |
64 |
47142.40 |
|
40 |
08810/A |
Providing, cutting and
fixing sheet glass panes with putty of I.S 419/420 and spring/glazing clips
including cleaning the rebate and oiling with raw linseed oil. |
1.00 |
sqm |
129.10 |
Rs. One hundred twenty
nine and paise ten only |
65 |
8391.50 |
|
41 |
08307/B |
Wood work dressed and
fixed in other than roofs, scantlings. |
1.00 |
cum |
5063.20 |
Rs. Five thousand sixty three
and paise twenty only |
1 |
5063.20 |
|
43 |
08509 |
Providing making and
fixing glazed/wire gauged shutters 20 mm finished thickness without fittings,
using country teak wood (for built-in-cup-board) |
1.00 |
sqm |
276.40 |
Rs. Two hundred seventy
six and paise forty only |
5 |
1382.00 |
|
44 |
08901/A3 |
Providing and fixing butt
hinges, I.S.1341 (for steel) and I.S.205 (for non ferrous metal) |
1.00 |
each |
12.90 |
Rs. Twelve and paise
ninety only |
100 |
1290.00 |
|
45 |
08917/A1 |
Providing and fixing
hollow aluminium tube for hangers of cup board. |
1.00 |
m |
17.10 |
Rs. Seventeen and paise
ten only |
11 |
188.10 |
|
46 |
08907/A1 |
Providing and fixing tower
bolts IS 204. |
1.00 |
each |
11.50 |
Rs. Eleven and paise fifty
only |
125 |
1437.50 |
|
47 |
08908/A1 |
Providing and fixing hasps
and staples (safety type)IS 363. |
1.00 |
each |
12.80 |
Rs. Twelve and paise
eighty only |
125 |
1600.00 |
|
48 |
08913/A1 |
Providing and fixing door
handle IS 208. |
1.00 |
each |
9.20 |
Rs. Nine and paise twenty
only |
125 |
1150.00 |
|
49 |
08914/A2 |
Providing and fixing door
knobs. |
1.00 |
each |
8.20 |
Rs. Eight and paise twenty
only |
18 |
147.60 |
|
50 |
08916/A |
Providing and fixing door
viewer. |
1.00 |
each |
17.50 |
Rs. Seventeen and paise
fifty only |
18 |
315.00 |
|
51 |
09103 |
Applying priming coat of
paint of approved quality to new wood work. |
10.00 |
sqm |
32.90 |
Rs. Thirty two and paise
ninety only |
288 |
947.52 |
|
52 |
09104/B |
Painting wood work with
ready mixed paint of approved standard quality and shade. |
10.00 |
sqm |
61.50 |
Rs. Sixty one and paise
fifty only |
288 |
1771.20 |
|
53 |
10103/C |
Applying white wash on all
surfaces. |
10.00 |
sqm |
14.00 |
Rs. Fourteen only |
3885 |
5439.00 |
|
54 |
09307 |
Painting with ready mixed
paint of approved standard, quantity and shade steel work . |
10.00 |
sqm |
26.30 |
Rs. Twenty six and paise
thirty only |
415 |
1091.45 |
|
55 |
10201/B |
Applying colour wash with
lime and any approved colour on old/new surfaces. |
10.00 |
sqm |
16.70 |
Rs. Sixteen and paise
seventy only |
1772 |
2959.24 |
|
56 |
13501/A |
Supplying and fixing
sand-cast brass screw-down bib taps, tested to withstand a pressure of
20kg/cm2, complete in all respect conforming to IS 781. |
1.00 |
Each |
44.80 |
Rs. Fourty four and paise
eighty only |
55 |
2464.00 |
|
57 |
13101/A1 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
26.70 |
Rs. Twenty six and paise
seventy only |
266 |
7102.20 |
|
58 |
13101/A2 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
34.00 |
Rs. Thirty four only |
136 |
4624.00 |
|
59 |
13101/A3 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
44.60 |
Rs. Fourty four and paise
sixty only |
65 |
2899.00 |
|
60 |
13101/A5 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing with
standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
63.10 |
Rs. Sixty three and paise
ten only |
71 |
4480.10 |
|
61 |
13502/B |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781. |
1.00 |
Each |
81.80 |
Rs. Eighty one and paise
eighty only |
18 |
1472.40 |
|
62 |
13502/C |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781. |
1.00 |
Each |
110.20 |
Rs. One hundred ten and
paise twenty only |
18 |
1983.60 |
|
63 |
13502/E |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781. |
1.00 |
Each |
235.00 |
Rs. Two hundred thirty
five only |
3 |
705.00 |
|
64 |
17201/A |
Supplying, laying and
cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1
including excavation filling in & consolidating upto a depth of 0.90m
Conforming to IS 651 |
1.00 |
m |
64.30 |
Rs. Sixty four and paise
thirty only |
25 |
1607.50 |
|
65 |
17201/B |
Supplying, laying and
cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1
including excavation filling in & consolidating upto a depth of 0.90m
Conforming to IS 651 |
1.00 |
m |
89.40 |
Rs. Eighty nine and paise
forty only |
73 |
6526.20 |
|
66 |
17201/C |
Supplying, laying and
cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1
including excavation filling in & consolidating upto a depth of 0.90m
Conforming to IS 651 |
1.00 |
m |
150.60 |
Rs. One hundred fifty and
paise sixty only |
20 |
3012.00 |
|
67 |
13301/H |
Supplying, jointing and
fixing in building unplasticised (rigid) PVC pipes with all specials and mild
steel clamps, including cutting holes in masonry and concrete where necessary
and making them good and fixing cleats etc. including solvent cement for
jointing purposes, conforming to IS 4985 to withstand a test pressure of
6kgs/cm2. |
1.00 |
m |
114.80 |
Rs One hundred forteen and
paise eighty only |
56 |
6428.80 |
|
68 |
17304/B |
Supplying and fixing cast
iron pipes, socket spigot for soil, waste and ventilating purpose including
specials such as bends, offsets, branches, traps, tapers access doors,
inspection piece, collars, wire balloons and different sanita5ry connection
with cast iron holder bats, bolts, nails, wooden blocks, jointing material
etc. including bitumastic jointing proper embedding and fixing in walls and
columns etc. complete conforming to I.S. 1729 ir US 3989. |
1.00 |
m |
99.80 |
Rs. Ninety nine and paise
eighty only |
63 |
6287.40 |
|
69 |
17304/C |
Supplying and fixing cast
iron pipes, socket spigot for soil, waste and ventilating purpose including
specials such as bends, offsets, branches, traps, tapers access doors,
inspection piece, collars, wire balloons and different sanita5ry connection
with cast iron holder bats, bolts, nails, wooden blocks, jointing material
etc. including bitumastic jointing proper embedding and fixing in walls and
columns etc. complete conforming to I.S. 1729 ir US 3989. |
1.00 |
m |
115.70 |
Rs. One hundred fifteen
and paise seventy only |
54 |
6247.80 |
|
70 |
16102/A |
Supplying and fixing white
glazed earthen-ware squatting pan with `P' or`S' trap with minimum 15cm thick
C.C.1:3:6 bedding below and around the pan including making holes in the
masonry and connecting further etc. Complete in all respects conforming to IS
771. |
1.00 |
Each |
469.50 |
Rs. Four hundred sixty
nine and paise fifty only |
18 |
8451.00 |
|
71 |
16201 |
Supplying, fixing and
connecting to existing water main high level 10.5 litres capacity, C.I.
flushing cistern(bell type) fixed on C.I. brackets (I.S.774), 15mm bore ball
valve of weight 0.524 kg.(IS 1703), 15mm bore mosquito proof over flow pipe
100mm in length 15mm bore brass stop tap of weight 0.40kg (IS 781) and with
C.I. chain complete in all respects painted inside and outside with ready
mixed paint, including jointing to existing sanitary fitment. Conforming to
IS 774 |
1.00 |
Each |
488.90 |
Rs. Four hundred eighty
eight and paise ninety only |
18 |
8800.20 |
|
73 |
17406/B |
Supplying and fixing salt
glazed stone ware 'gully trap' with C.I grating on 10cm. thick 1: 3:6 C.C
bedding , including embedding the trap in cement concrete , confirming to I.S
651 |
1.00 |
Each |
243.60 |
Rs. Two hundred forty
three and paise sixty only |
9 |
2192.40 |
|
74 |
17401/A |
Brick masonry man hole
upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6
bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside
full, outside top 20cm. height only, making benching in C.C. 1:2:4 including
fixing half round glazed S.W.Pipe and RCC man hole cover complete in all
respect to Drg. No.GM(W)BB/3202/1 |
1.00 |
Each |
696.00 |
Rs. Six hundred ninety six
only |
2 |
1392.00 |
|
75 |
17401/B |
Brick masonry man hole
upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6
bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside
full, outside top 20cm. height only, making benching in C.C. 1:2:4 including
fixing half round glazed S.W.Pipe and RCC man hole cover complete in all
respect to Drg. No.GM(W)BB/3202/1 |
1.00 |
Each |
912.40 |
Rs. Nine hundred twelve
and paise forty only |
6 |
5474.40 |
|
76 |
13606 |
Supplying, hoisting and
fixing in position one piece moulded single wall construction, high/low
density polyethylene water tanks on existing base including all lead and
lift. The tank should have CI mosquito
proof cover of approved type & design locking arrangement, outlet/inlet
arrangement as required. |
1.00 |
Litre |
4.10 |
Rs. Four and paise ten
only |
9000 |
36900.00 |
|
77 |
12309 |
Supplying and fixing top
hung type collapsible gate made out of MS channel pickets of size 20 mm
linked by MS flats of size 20 x 6 mm, throughout the length, which when the
gate is opened, shall give a maximum clear gap of 100 mm between pickets,
fitted with good quality ball bearing, aluminium handles and locking device
both sides, folding stoppers to prevent door moving when folded, complete
with top track bottom guide and all fittings accessories in single or double
leaves, including a coat of double boiled linseed oil. |
1.00 |
sqm |
593.60 |
Rs. Five hundred ninety
three and paise sixty only |
11 |
6529.60 |
|
78 |
05204/B |
Plastering over all types
of surfaces like concrete, masonry,etc., 10mm thick |
1.00 |
sqm |
13.10 |
Rs. Thirteen and paise ten
only |
479 |
6274.90 |
|
79 |
10103/A |
Applying white wash on all
surfaces. |
10.00 |
sqm |
5.50 |
Rs. Five and paise fifty
only |
1772 |
974.60 |
|
80 |
08811/B |
Providing, cutting and
fixing frosted glass panes with putty of I.S 419/420 and spring/glazing clips
including cleaning the rebate and oiling with raw linseed oil. |
1.00 |
sqm |
166.60 |
Rs. One hundred sixty six
and paise sixty only |
8 |
1332.80 |
|
81 |
13509/B |
Supplying and fixing brass
or gun metal ball valves (horizontal plunger type) including PVC floats high
pressure (HP) complete in all respect tested to withstand a pressure of 20
kgs/cm2 conforming to IS 1703. |
1.00 |
Each |
67.00 |
Rs. Sixty seven only |
18 |
1206.00 |
|
82 |
13101/A6 |
Supplying, laying and
jointing mild steel galvanised pipes in all positions with all specials
including trenching, refilling and consolidating upto 50cm depth or fixing
with standard clamps/cleats by making holes in masonry/concrete as necessary
tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and
II) |
1.00 |
m |
75.50 |
Rs. Seventy five and paise
fifty only |
36 |
2718.00 |
|
83 |
13502/A |
Supplying and fixing sand
cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2,
complete in all respects including excavation if necessary. Conforming to IS
781. |
1.00 |
Each |
49.80 |
Rs. Forty nine and paise
eighty only |
2 |
99.60 |
|
84 |
17103/B |
Supplying, laying and
cement jointing(1:2) half round salt glazed stone ware pipes including
specials on concrete bedding (concrete to be paid separately) pipes
conforming to I.S,651. |
1.00 |
m |
51.40 |
Rs. Fifty one and paise
forty only |
45 |
2313.00 |
|
85 |
17103/C |
Supplying, laying and
cement jointing(1:2) half round salt glazed stone ware pipes including
specials on concrete bedding (concrete to be paid separately) pipes
conforming to I.S,651. |
1.00 |
m |
93.40 |
Rs. Ninety two and paise
forty only |
52 |
4856.80 |
|
86 |
17405/A |
Supplying and fixing cast
iron floor trap with hinged, grating on 10mm thick 1:3:6 C.C. bedding,
including embedding the trap in cement concrete. Conforming to I.S. 3989. |
1.00 |
Each |
58.90 |
Rs. Fifty eight and paise
ninety only |
34 |
2002.60 |
|
87 |
16119 |
Supplying chromium plated
non ferrous waste coupling with nuts(i,e, waste fittings)32mm bore conforming
to IS 2963 |
1.00 |
Each |
17.00 |
Rs. Seventeen only |
18 |
306.00 |
|
88 |
16118/D |
Supplying and fixing pipe
as outlet or waste pipe to wash basins sink and bowl type urinals etc.
complete including providing clamps to hold the pipe, making holes in masonry
and making it good to original condition. |
1.00 |
m |
16.20 |
Rs. Sixteen and paise
twenty only |
10 |
162.00 |
|
89 |
18206 |
Unloading rails, steel or
iron sleepers R.S. Joists, bars, C.I.,G.I.pipes etc. from trucks and stacking
the same. |
1.00 |
Tonne |
7.20 |
Rs. Seven and paise twenty
only |
33 |
237.60 |
|
90 |
17402/A |
Brick masonry man hole
above 80cm.to 2.1m depth, including excavation in all types of soil,
23cm. 1:3:6 bedding, 20cm. brick wall
in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm.
height only, making benching in C.C. 1:2:4, fixing half round glazed
S.W.Pipe, fixing 400 x 150mm. size C.I foot rest and RCC man hole cover
complete in all respect to Drg.No.GM(W)BB/3202/1 |
1.00 |
Each |
1638.30 |
Rs. One thousand six
hundred thirty eight and paise thirty only |
2 |
3276.60 |
|
91 |
07303/A |
1:3:6 cement concrete in
floors 80mm thick with: |
1.00 |
sqm |
42.10 |
Rs. Forty two and paise
ten only |
248 |
10440.80 |
|
92 |
02205 |
Cement concrete1:2:4 with
25mm graded stone aggregate for all works not requiring elaborate or costly
forms of shuttering. |
1.00 |
cum |
824.30 |
Rs. Eight hundred twenty
four and paise thirty only |
7 |
5770.10 |
|
93 |
01307 |
Extra for wet foundation
i.e. when seepage exceeds 20cms but including bailing out of water manually or by mechanical means. |
10.00 |
Cum |
99.10 |
Rs. Ninety nine and paise
ten only |
15 |
148.65 |
|
94 |
01402 |
Filling Railways sand,
ashes, loose earth or loose murum in founds, plinth, floor and behind
abutments and wing walls in 20cms. layers including watering and ramming. |
10.00 |
cum |
82.30 |
Rs. Eighty two and paise
thirty only |
78 |
641.94 |
|
95 |
08504/B |
Providing, making and
fixing glazed shutters 35mm finished thickness with heavy pattern iron
fittings. |
1.00 |
sqm |
338.30 |
Rs. Three hundred thirty
eight and paise thirty only |
14 |
4736.20 |
|
96 |
08510/A |
Providing, making and
fixing cupboard shutters 19mm thick teakwood particle board bonded with
phenol formaldehyde synthetic resin adhesive of BWR grade without fittings. |
1.00 |
sqm |
275.10 |
Rs. Two hundred seventy
five and paise ten only |
21 |
5777.10 |
|
97 |
08817 |
Providing, cutting and
fixing 1.18mmx0.32mm (16mesh and 30 gauge)mild steel wire cloth. Wire cloth
(wire gauge) of IS-1568 with wooden beads including cleaning the rebate. |
1.00 |
sqm |
41.00 |
Rs. Forty one only |
2 |
82.00 |
|
98 |
09207 |
Polishing to the required
finish new/old surface of wood work with approved quality of polish and other
ingredients including sand papering as required. |
10.00 |
sqm |
140.90 |
Rs. One hundred forty and
paise ninety only |
21 |
295.89 |
|
99 |
08906/S1 |
Providing and fixing
sliding door bolt for use with pad locks I.S.281 (Steel) IS 2681 (non
ferrous) |
1.00 |
each |
22.50 |
Rs. Twenty two and paise
fifty only |
45 |
1012.50 |
|
100 |
08913/S |
Providing and fixing door
handle IS 208. |
1.00 |
each |
5.00 |
Rs. Five only |
51 |
255.00 |
|
101 |
08907/S2 |
Providing and fixing tower
bolts IS 204. |
1.00 |
each |
8.30 |
Rs. Eight and paise thirty
only |
9 |
74.70 |
|
102 |
17202/C |
Supplying, laying and
cement jointing in C.M. 1:2 R.C.C. light duty, non-pressure pipe (class NP2),
including collars all type of jointing material, including excavation filling
and consolidating upto a depth of 2.00 meters pipes. Conforming to I.S.458 |
1.00 |
m |
195.90 |
Rs. One hundred ninety
five and paise ninety only |
9 |
1763.10 |
|
103 |
08506/C |
Providing, making and
fixing 12mm thick panel inserts i n the shutter frame. |
1.00 |
sqm |
284.80 |
Rs. Two hundred eighty
four and paise eighty only |
39 |
11107.20 |
|
104 |
02314 |
Extra for lift item nos.
02308 (b) and (c), 02310(b) to (d) 02313 above 10 m or the floors height for
each additional 3m or floor height. |
1.00 |
cum |
34.70 |
Rs. Thirty four and paise
seventy only |
7 |
242.90 |
|
105 |
04208 |
Extra for item
04202,04204(a) to (b),04210 for lift above 10m or 3 floors height, for each
additional 3 m or one floor height. |
1.00 |
cum |
36.30 |
Rs. Thirty six and paise
thirty only |
23 |
834.90 |
|
106 |
10308 |
Extra for treating
external surfaces beyond 10m height involving elaborate arrangement/
scaffolding. |
10.00 |
sqm |
4.00 |
Rs. Four only |
114 |
45.60 |
|
107 |
19108 |
Dismantling brick or stone
work in lime mortar. |
1.00 |
cum |
36.70 |
Rs. Thirty six and paise
seventy only |
9 |
330.30 |
|
|
|
|
|
|
Total of MS Items |
1355717.02 |
||
Part D-NS Items
|
Item No |
NS item No. |
Description
of Item |
Unit |
Rate |
Quantity |
Amount |
|
1 |
NS/1 |
Supplying
and fixing fan hook made from 16 mm dia. MS round Tor of 900 mm length and of
shape as directed by Engineer-in-charge and fixing the same in roof securely
with main reinforcement prior to casting of RCC slab including all lead, lift
with contractor's tools, plants, equipment labour, materials etc. complete as
directed by Engineer-in-charge. |
Each |
|
72 |
|
|
2 |
NS/2 |
Providing,
laying & fixing 25-40mm thick machine polished cudappa stone slab over
kitchen platform, in shelves including all lead, lift with contractor's
tools, plants, equipments, labours, materials etc. |
sqm |
|
67.50 |
|
|
3 |
NS/3 |
Providing,
making & fixing pressed steel door, window and ventilator frame of size
125 x 60mm (double rebate) of specified cross section conforming to IS 4531-
1976 made out of 1.25mm thick MS sheet conforming to IS 513-1973 alongwith
standard steel fittings and 6 Nos. of M.S. hold fasts 25 x 6mm size 200mm
long with 25mm split ends including painting with one coat of ready mixed red
oxide primer including all lead, lift, contractors tools, Plants equipments,
labour and material etc. complete as directed by Engineer-in-charge. |
m |
|
281.3 |
|
|
4 |
NS/4 |
Supplying,
providing and fixing stainless sink over all size-30"x20" (fantasy
size with removable vegetable washing bowl, on approved by Engineer-in-charge
complete including coupling fittings all lead and lift as of approved make by
Engineer-in-charge. |
Each |
|
18 |
|
|
5 |
NS/5 |
Providing,
making and fixing, wire gauged shutters 35 mm thick (finished) for doors,
windows and ventilators using country teak wood with standard oxidised iron
fittings but excluding wire gauge including all lead, lift tools, plants, equipments labour material
etc. complete job as directed by Engineer-in-charge . |
sqm |
|
112.5 |
|
|
6 |
NS/6 |
Providing
& laying 14 mesh and 22 gauge MS galvanised wire on existing wooden frame
with the help of country teak wood head of appropriate size including all
lead lift, tools, plants, equipments, labour, materials etc complete as
directed by Engineer-in-charge ( Clear area of mesh will be measured for
payment). |
sqm |
|
78.75 |
|
|
7 |
NS/7 |
Providing,
making and fixing in standard holdfast in masonry wire gauged frame of size
50mmx30mm (finished) for ventilators using country teak wood including
providing and laying 14 mesh 22 gauge MS galvanised wire mess with the help
of country teak wood bead of size 30mmx10 mm including all lead lift with
contractor's tools, plants, equipments, etc. complete as per approved
drawings and as directed by the Engineer-in-charge (the outer area of
finished wooden frame shall be measured for payment.) |
sqm |
|
94.5 |
|
|
8 |
NS/8 |
Supplying
cutting and fixing PVC mosquito mesh of netlon or similar quality into
aluminium shutter as per Railway's approved drawing. |
sqm |
|
270 |
|
|
9 |
NS/9 |
Supplying,
fabricating and fixing aluminium frame and frosted glass louvers as per
Railway's approved drawing including fixing and making good masonry/concrete
surface to its original condition. |
sqm |
|
22.5 |
|
|
10 |
NS/10 |
Supplying
and fixing stainless steel jalli on floor trap of approved make as directed
by Engineer-in-charge. |
Each |
|
54 |
|
|
11 |
NS/11 |
Extra
for two additional rebate to accommodate ventilator in a existing double
rebate pressed steel door, windows and ventilator's frame. |
m |
|
18 |
|
|
12 |
NS/12 |
Providing
and fixing of chromium plated flush pipe of 40 mm diameter to connect
flushing cistern to water closet of Indian type complete in all respect with
all lead and lift. |
Each |
|
18 |
|
|
13 |
NS/13 |
Supplying
providing and fixing bituminous expansion joint sheet in between two R.C.C.
columns in boundary wall including cutting in size, fixing in proper position
alongwith shuttering and staging complete in all respect before costing
including all lead & lift. |
sqm |
|
11.25 |
|
|
14 |
NS/14 |
Extra
for plastering work of any proportion for adding water-proofing compound with
approved standard and quality of water-proofing compound as directed by the
Engineer-in-charge. |
sqm |
|
270 |
|
|
15 |
NS/15 |
Extra
for adding plasticizer of approved quality and make in reinforced cement
concrete and plain cement concrete work. Quantity of plasticizer shall be
mixed as recommended by manufacturer /as directed by Engineer-in-charge. |
cum |
|
630 |
|
|
16 |
NS/16 |
Providing
and fixing two legged aluminum door stopper size 85 mm with rubber pads with
all contractors tools, plant, material, labours etc. complete in all respect
as directed by Engineer-in-charge at site. |
Each |
|
72 |
|
|
17 |
NS/17 |
Providing,
making and fixing window, ventilator shutter manufactured according to
IS:1038:1983 fully glazed from standard rolled sections F 7D conforming to
IS:7452-1982 with glazing bars sub dividing bars sash bars of standard rolled
section T2 conforming to IS:7452-1982, lock rail, lock plate, lugs, fixing
clips, butt hinges, two numbers of steel tower bolts as per IS:15024, 15 cm
long, one No. 100 mm size handle as per IS:208, hooks and eye stopper duly
welded and finished smooth one coat of
ready mixed red oxide paint including all lead, lift with contractor's tools
plants, equipments, labour material etc. complete job as directed by
Engineer-in-charge. |
sqm |
|
98 |
|
|
18 |
NS/18 |
Supplying
& Providing Steel (TMT) for reinforcement of approved make & quality
such as SHARDA/SAIL/TISCO/RINL or similar make steel for RCC works including bending,
binding, placing in position including all leads , lifts, ascent, taxes,
octroi ,Contractors binding wires of 16 gauge complete as directed by
Engineer at site (a) 6 mm plain conforming to I.S 1788-1979. NOTE:- Payment
will be made as per actual consumption of steel at site |
Tonne |
|
4 |
|
|
19 |
NS/19 |
Supplying
& Providing Steel for reinforcement of approved make & quality such
as SHARDA/SAIL/TISCO/RINL or similar make steel (TMT) bars for RCC works
including bending, binding, placing in position including all leads , lifts,
ascent, taxes, octroi ,Contractors binding wires of 16 gauge complete as
directed by Engineer at site (b) 8 mm & above conforming to I.S
1788-1979. NOTE:- Payment will be made as per actual consumption of steel at
site |
Tonne |
|
36 |
|
|
20 |
NS/20 |
Providing
and fixing C.P. steel aldrop of size 300 mm long and 16 mm dia with all
contractor's tools, plant, material, labour etc. complete in all respect as
directed by Engineer in charge at site. |
Each |
|
36 |
|
|
21 |
NS/21 |
Providing
and fixing C.P. steel aldrop of size 250 mm long and 16 mm dia with all
contractor's tools, plant, material, labour etc. complete in all respect as
directed by Engineer in charge at site. |
Each |
|
180 |
|
|
Total of
NS Items |
|
|||||
My/Our rate for Part
A & C above MS Items of SSR 1990 of Central Railway is
%
above/Par/Below for all above MS Items. (Please write rates in words also.)
(1)
Tenderer has to quote the single percentage
Above/Par/Below for all MS Items of SSR 1990 Central Railway. Rates for NS
items must be quoted separately against each item.
(2)
Cement will be supplied by the Contractor at his own
cost. The grade of the cement will be 33, 43 and 53 as per the instructions of
the site Engineer.
(3)
Contractor will produce certificate for the cement and
steel in support of material conforming to IS specifications.
(4)
The Contractor will arrange materials, labours, and
means of transportation irrespective of all environmental conditions.
(5)
Other condition will remain as given in SSR, IS Codes,
Railways specification and Tender Documents.
(6)
Any items can be deleted or added according to the site
conditions and instruction of Engineer-in-charge.
(7)
Any corrections, cuttings, omissions and deletions in
the Tender documents by the Tenderer should be attested by themselves.
(8)
Conditional Tender will not be consider, however if the
tenderer want to write some his/their special conditions please write in the
last page of the tender documents.
(9)
Taxes will deducted as declared /enforced by the State
Government and Central Government time to time
SPECIFICATION / SPECIAL CONDITIONS FOR CONCRETE
1. These special conditions /
specifications over Railways specifications and IS: 456/1978, in case of any
conflict, the special conditions will prevail.
2.
A
temporally camp office shall be made by contractor at site.
3.
Contractors
site Engineer who will be a qualified graduate Engineer shall always be
available at the site during execution of works for correctness and proper
quality control of works. His attendance Register shall be maintained by
Engineers Representative.
4. Cube testing of concrete shall be done as per IS : 456 -1978 Additional
cubes in same number as required for 28 days testing, will be taken for 07 days
testing. Payment for concrete work will be made only after its 07 days cube
test report is submitted and the results are found satisfactory.
5.
Acceptance
criteria, inspection and testing of structures shall be as per IS : 456 -1978. Engineer or Engineers
representatives decision shall be final and conclusive.
6.
Concrete
shall be mixed in a mechanical mixer complying with IS: 1791-1968.
7.
Water
to be used for mixing and curing shall be potable and has to be got approved by
Engineers representative.
8.
Coarse Aggregate :-
a)
Coarse
aggregate to be used shall be block trap on hard grants machine crushed
ballast.
b)
Coarse
aggregate to be used shall have to be got tested by contractor at his cost for
:-
1) Aggregate crushing value.
2) Aggregate abrasion value.
3) Presence of deleterious substances
in accordance with IS : 2386 (Part I,
II, IV) 1963. Coarse aggregate
will be approved only if test results comply with standard as given in IS: 383-1970.
4) Coarse aggregate having flacky,
elongated, soft or oversized particles are liable to be rejected by Engineer or
Engineers representative whose decision will be final and conclusive.
9. Fine
aggregate :-
a)
Fine
aggregate shall consist of siliceous material having hard, strong, durable,
uncoated particles.
b)
Fine
aggregate will be used shall be tested at contractors cost for deleterious
substances as per IS : 2386. (Pt. I, II)
1963.
Deleterious substances should be within
the limits as per IS : 383-1970.
c)
Grading
of fine aggregate when determined as per IS:
2386 (Part I) 1963 shall be in grading zone I, II or III as per IS : 383-17 - 1970.
d)
Fine
aggregate not conforming to these standards shall be rejected by Engineer or
Engineers representative whose decision shall be final and conclusive.
(L.No.
EW/187.R.465.14 dated
SPECIAL CONDITIONS FOR CONTRACTORS CEMENT AND
SETTEL.
1.0
CEMENT
1.1
GENERAL
1.1.1 MASTER SCHEDULE ITEM
The cost of cement for the work is
included in the rates for Master schedule items mentioned in the tender.
NON-SCHEDULE ITEMS
The rates to be quoted by the
tenderers shall be inclusive of the cost of the cement. No extra Payment
towards cost of cement will be payable.
1.1.2
The
Rly. Will not supply any cement for the works. The contractor(s) has/have to
procure the cement required for the work from the Market & transport the
same to the site of work at his/ their own cost including all taxes, octroi,
etc. and including all lead & handling etc.
1.1.3
The
cement should be purchased by the contractor (s) only from the
Authorised/Approved manufactures or their Authorised agent. The contractor (S)
should produce the documental proofs such as bill, challans, etc, from such
authorised Manufacturers/Agents from
whom the cement is purchased for every lot of cement brought at site and to be
verified by the Rlys representative. The cement brought at side without such
documental proof s will not be permitted to be used in the works.
1.1.4
The
cement as approved by the Rlys representative will be properly stacked at site
in the go downs constructed by the contractor at his own cost. The contractors
should keep the cement under their safe custody & will be made accessible
to the Railways representative to physically verify & check at any time.
1.1.5
The
contractors will be fully responsible for the safeguard of the cement along
with other materials & the Railways will not compensate for any damage,
loss or theft of the cement or any other materials at site. Any delay in
procurement of cement will not be considered as cause for granting extension for the
materials at site.
Quality & Testing:
The cement used shall be any of the
following , with the prior approval of the Engineer.
a)
33
grade ordinary Portland cement conforming to IS 269 (Latest)
b)
43
grade ordinary Portland cement conforming to IS :8112(Latest)
c)
53
grade ordinary Portland cement conforming to I S12269(Latest)
d)
Rapid
Hardening Portland cement conforming to IS 8041(Latest)
e)
High
strength
f)
g)
Portland
Pozzolana cement conforming to IS 1489 (Latest)
Note:
In aggressive environment, where SO3
& Cl ions are present in abundance,
preferably ordinary Portland cement with
moderate sulphate resisting properties
conforming to specifications as given in table below may be used.
Specification for ordinary Portland
cement (with moderate sulphate resisting properties.)
Sr No. |
Characteristics |
Limits |
|
|
|
|
Not
less than |
Not more
than |
|
1 |
Ratio of
Percentage of lime to percentage of silica, alumina & iron oxide, when
calculated by the formula given in IS.269.
|
.0. 80 |
1.02 |
|
2 |
Ratio of
percentage of alumina to that of Iron oxide. |
0.86 |
-
|
|
3 |
Magnesia,
(%age by wt.) |
- |
5.0 |
|
4 |
Loss on
ignition (%age by wt.) |
- |
4.0 |
|
5 |
Tricalcium
aluminate content (C3A)(%) |
6.00 |
10.00 |
|
6 |
Tricalcium
aluminate content (C3S)(%) |
40.00 |
- |
|
7 |
Physical
properties fineness (cm2/g) |
2800 |
3200 |
|
8 |
Soundness
Le chatalief method |
- |
5mm |
|
9 |
Setting
time (a) Initial (In minutes) (b) Final (In minutes) |
60 - |
- 600 |
|
10 |
Compressive
strength (a)
07 days (N/mm2) (b)
28 days (N/mm2) |
29.5 41.7 |
- - |
NOTE : The method of testing to determine the above characteristics and
ascertaining the results, shall conform to the procedure prescribed in IS 269.
The
cement should be of net weight 50 kg. In bags. Cement bags should be preferably
;in paper bag/Polythene bag packing & should bear the following information
in legible markings.:
i.
Manufactures
name
ii.
Registered
trade mark of manufacture, if any
iii.
Type
of cement with ISI Code No.
iv.
Weight
of each bag in kgs.
v.
Date
of/week of manufacture with year.
1.2.2
Random
specimen samples of cement/Steel taken from the lot brought at site should be
tested at any authorised/approved Engineering Institute of Laboratory for its
physical and chemical properties as specified in the IS Specifications (IS
4031) and any other tests as specified by the Engineer or his representative.
Some of the tests which should be carried out are :-
i.
Compressive
strength.
ii.
Initial
& final setting time.
iii.
Consistency.
iv.
Soundness.
These test will be got carried out
by the Railways representative & the arrangements & cost of tests
including cost of cement for testing will be borne by the contractor. Such
tests should be done invariably at every change of batch of cement & at
times when it is found necessary at the discretion of the Site Engineer/his
representative at site.
2.3
To
ensure quality control, test certificate from the manufactures should be
produced by the contractors which should confirm to the relevant
specifications.
2.4
Rejected
lot should be removed from site immediately by contractor.
3.0
CEMENT
CONTENT &WATER CEMENT RATIO: The appropriate value of minimum cement
content & maximum free water cement ratio for different exposure conditions
are given below for RCC & PCC separately.
|
|
PCC |
RCC |
|||
|
Sr No |
Exposure |
Minimum cement content (Kg /m3) |
Maximum free water -cement
ratio |
Minimum cement content (Kg /m3) |
Maximum free water -cement
ratio |
|
1 |
Mild |
220 |
0.60 |
300 |
0.55 |
|
2 |
Moderate |
240 |
0.60 |
300 |
0.50 |
|
3 |
Severe |
250 |
0.50 |
320 |
0.45 |
|
4 |
Very severe |
260 |
0.45 |
340 |
0.45 |
|
5 |
Extreme |
280 |
0.40 |
360 |
0.40 |
Adjustment to minimum cement contents for aggregates
other than 20mm nominal maximum
size.
|
Sr no |
Nominal Maximum aggregate
size. (mm) |
Adjustments to minimum cement
contents in table-(kg/m3) |
|
1 |
10. |
+40 |
|
2 |
20 |
0 |
|
3 |
40 |
-30 |
However, cement content in excess of
500 Kg/M3 should not be used unless special consideration has been given in the
design to the increased risk of cracking due to shrinkage in this sections or
to early thermal cracking or the increased risk of damage due to alkali silica
reactions.
The consumption or use of cement in
the works will be at the rate of quantities specified for each item requiring
nominal mix & as required for design mix.
In case of designed mixes of
concrete, the contractors should submit the design of mix duly done by any
approved Engineering Institute of Laboratory & the cement required as
specified in the design should be used to achieve the specified strength of the
concrete.
Proper accounts of the cement for
receipt, consumption, balance etc. should be maintained at site duly verified
and signed by the contractors and the Railways representatives.
In cases if the cement consumed in
the work is lesser than specified, the cost of such cement used less, will be
recovered from the contractors bill at twice the market rate increased by 20%
codal charges not with standings the fact that required strength is achieved by
less Qty. of cement used and also provided such works are qualitatively.
Otherwise acceptable to the
Railways. In case of excess consumption no extra cement will be paid to the
contractor(s)
1.4.4
The
cement should be fresh & generally within three months of age. If the
cement is elder than 3 months test should be carried out for its loss of
strength & other properties and addl./extra Qty. of cement will be used, as
decided by the site engineer to achieve the required strength. No extra payment
will be made by the Railway for such addl. Quantity used by the contractor.
1.4.5
Cement
brought at the site by the contractors for a particular work should not be
taken to other works/sites without the written approval/permission of the
Railways Site Engineer.
1.4.6
Any
cement left out on completion of works will be the property of the contractor.
The contractor will be at liberty to dispose of the leftover cement. Railway
will neither takeover the leftover cement nor will compensate the contractor in
any manner what-so-ever.
2.0.0
STEEL
2.1.0
GENERAL
2.1.1
Railway
will not supply any steel for the works included in this tender.
2.1.2
Mild/Ribeed
Torque steel bars of various diameters for reinforcement in RCC works & for
other items of works as required and structural steel for fabrication items of
work will be procured and transported to site by the contractor(s) at his/their
own cost.
2.1.3
The
steel bars/structural steel shall confirm to the relevant IS Specifications M.S
Bars should confirm to IS 432 (Part-II) 1982 & Torque steel should confirm
to IS 1786/1985 in standard lengths.
2.1.4
The
contractor(s) shall purchase good quality and defect free steel only from the
steel plants/stock yards of SAIL, TISCO or TISCO or their authorised rollers,
under proper test certificates.
Steel purchased from any other sources other than the above
will not be permitted to be used in the work.
2.1.5
The
steel brought at site should be properly dia meter wise separately and
protected from contract with earth water etc. Wherever the treatment of the
steel against the corrosion is specified the same should be done as specified
in the Item and specification.
2.1.6
It
is entirely contractor s
responsibility to safe guard the steel
from damage loss & theft etc. & railways will not pay any compensation
for any such loss, damage or theft.
2.1.7
The
rate for the items of RCC works is exclusive of the cost of the steel & is
only for the concrete work with the specified mix but inclusive of cutting,
bending, hooking & placing of steel reinforcement.
2.1.8
The
cost of the steel will be paid under a separate suitable items as provided in
the tender schedule.
2.2.0
QUALITY AND TESTING
2.2.1
The
quality of the steel and source of purchase will be as mentioned in para 2.1.4.
The contractor/s should submit test certificate, from the
manufactures for each lot & diameter of the steel bars brought by the
contractor.
In addition to the
test certificate, Railways will conduct necessary test through any authorised/ recognized Engineering Institute
or Laboratory, taking sample cut pieces from a lot of steel brought by the
contractors. These test will be conducted for each dia of the bars separately
for their physical, chemical, & Engineering properties as specified in the
I.S. Codes. All arrangements & the cost of test including the cost of
the test pieces will be borne by the contractor. No extra
payment will be made by the Railways on this account.
2.2.2
Rejected
material should be removed from the site by the contractor.
2.3.0
CONSUMPTION AND ACCOUNTAL.
2.3.1
The
steel should used in the work as shown in the approved drawing. Over laps, if
necessary, should be provided as required by design and specification, but no
payment shall be made for extra steel used for providing over laps.
2.3.2
Proper
account will be maintained in the registers regarding consumption balance etc.
Duly signed by the contractor and Railways representative.
2.3.3
For
the purpose of payment, linear measurement of bars used for the work will be
converted into mass unit by multiplying the former by the standard unit weight.
No overlaps will be accounted for the payment no rolling margin will be
considered. The cut pieces, wastage and the left over materials will be
disposed off by the contractor. Railways will not pay any compensation for such
cut piece, wastage or balance left out material.
2.3.4
The
steel brought at site by the contractor for a particular work should not be
shifted to other works/site without the written approval/permission of the
Railways.
SPECIAL CONDITION FOR
DESIGN AND DRAWING
1.1.1
The
Drawing & Design shall confirm to relevant statuary position of
( I ) I RS code of
practice for the design of sub structure and foundation of bridges with all
correction slip.
(ii) I R S concrete
bridge code with all contractor slips.
(iii) I R Bridge
Mannul 1998
(iv) Relevant I S
code .
(v) Bridge rules latest with up to date
correction slips and all other necessary I S , I R S ,B S. with up to
date correction slip required for design should be procured by
contractor and as and when required
code should be presented by contractor to railway .Reference to the
slandered adopted shall be given in the relevant document as are not readily
available indigenously shall be supplied as required . Relevant codes to be
followed and in case different situations of codes about some matter the
decision of the railway shall be final . The list of the code / manual etc.
followed must be submitted alongwith drawing.
1.1.2
The
design procedure shall include examination of construction i.e mass Concrete /
RCC for sub- structure and adoption of most economic and cost effective type of
construction consistent with the locally available materials and construction
techniques in consultation with railway (minimum M-25 for mass concrete and
M-30 for reinforcement concrete or higher grade of cement concrete and for PSC
Girder minimum M-40 will be used ) .
1.3 If
any site data in addition to the information furnished to the tenderer is required,
the same shall be obtained by contractor, as considered necessary for
reliable and economic design from his own resources. Railway may assist in
getting information through
recommendory letter.
1.4 The
contractor shall prepare general arrangements and detailed structure drawing
complete in all respect for being used as contract drawing for construction. At
least six copies each of such drawing including revision there to shall be
supplied by contractor. The level of detailing, quality of drafts mon-ship and
the scale adopted for the drawing shall be such as to provide complete
information for execution of work and free from any ambiguities. The decision
of the engineer about the adequacy of the drawing in this regard shall be final
and conclusive. The contractor will have to provide one copy of the approved
drawing in reliable CD/for record purpose for no extra payment will be
made.
1. Contractor
is required to visit the individual site of bridges at his own
Cost to make him conversant with the
work, though founding details for bridges will be given by railway. However for
any bridges if any details required will be collected by the contractor from
site for which no extra payment will be made.
2. Standard
loading will be considered as per MBG loading 1987.
3 Minimum
M-25 design mix concrete for plain concrete and M-30 design mix for
reinforcement concrete work will be used.
Before detail designing of bridges,
a general arrangement drawing will be prepared in consultation with field
officers of the railway and got approved by the railway (two copies of GAD will
be submitted along with a tracing film ) .
5 All the
drawings have to be prepared in the latest version of Auto CAD .
6 Contractor
shall have the responsibility of getting the drawing approved . Contractor shall have to attend the head quarters
office at
7
During the checking of
drawings if necessary corrections as desired by competent authority will be made in the tracing film
.& CD also for which no extra payment
will be made .
8
The contractor will submit the calculation and
summary of the quantities of the items
involved for executing the work , schedule of reinforcement along the scheme
and specification of working in construction .
9 .
contractor will submit the proposed quality control
measures to be adopted before during and
after construction . Number of test and frequency of various test for different
materials to achieve required level of quality. Contractor will also submit the
list of equipment required to set-
up field laboratory.
9. The decision of the
engineer in charge will be final and
conclusive.
STRUCTURAL CONCRETE
1.1 Cement
i) Ordinary Portland Cement (of approved
grade) conforming to IS: 8112 shall be used for cast-in-situ construction.
ii)
C3A
content of OPC should be between 5 to 8 percent.
iii)
Reputed
manufacturer, viz. Gujarat Ambuja, L&T, ACC, Rajashree, Birla super cement
is only to be used.
1.2 Fine Aggregates (Sand)
i) Creek sand shall not be used in
permanent work.
ii) Sand, if found too coarse, shall be
suitably blended with finer sand obtained from approved resources to obtain the
desired grading. The provision of two types of sand, their stacking separately
and their mixing in the specified proportions shall be at the contractors
cost.
The sand
shall not contain silt more than a total of 3% by weight and shale, clay, and
other structurally week particles a total of 2% by weight. Chloride content in
washed sand shall not be greater than 0.04% by weight.
iii) The grading of the sand shall conform
to IS: 2386.
The sand
shall be screened on a 4.75 mm size screen to eliminate over-size particles.
The sand
shall be washed in screw type mechanical washers in potable water to remove
excess silt, clay and chlorides. The screening and washing of sand shall be
completed at least one day before using it in concrete.
The washed
sand shall be stored on a sloping concrete platform and in such a manner as to
avoid contamination.
1.3 Coarse Aggregates
i) Coarse aggregates for the works shall
be crushed stone conforming to IS:383, obtained from approved sources. Only
quarries having jaw crushers with choke feeding arrangement producing
aggregates of nearly cubical shape shall be approved.
ii) Coarse aggregate containing flat or
flaky pieces or mica shall be rejected.
iii) The aggregates shall be subjected to
tests in accordance with IS:2386 as may be ordered by the Engineer.
iv) Aggregate shall be stored in such a way
as to prevent segregation of sizes and avoid contamination with fines and other
undesirable material.
1.4 Water
i) Creek water shall not be used Potable
water from piped supply of proper quality should be used.
ii) The permissible limits for solids shall
be as follows :
|
|
Permissible limits (Max.) |
|
Organic |
200 mg/lit. |
|
Inorganic |
3000 mg/lit. |
|
Sulphates (SO4) |
500 mg/lit. |
|
Chlorides (Cl) |
300 mg/lit. |
|
Suspended matter |
2000 mg/lit. |
|
Alkalies |
10 mg/lit. |
|
Acidic material |
2 mg/lit. |
iii) The PH value shall not be less than 6.
1.5 Storage of Materials
1.5.1 General
All materials may be stored at
proper places so as to prevent their deterioration or intrusion by foreign
matter and to ensure their satisfactory quality and fitness for the work. The
storage space must also permit easy inspection, removal and restorage of the
materials. All such materials even though stored in approved godowns / places,
must be subjected to acceptance test prior to their immediate use.
1.5.2 Aggregates
Aggregate stockpiles may be made on
ground that is denuded of vegetation, is hard and well drained. If necessary,
the ground shall be covered with 50 mm plank.
Coarse aggregates, unless otherwise
agreed by the Engineer in writing, shall be delivered to the site in separate
sizes (2 sizes when nominal size is 25 mm or less and 3 sizes when the nominal
size is 32 mm or more). Aggregates placed directly on the ground shall not be
removed from the stockpile within 30 cm of the ground until the final cleaning
up of the work, and then only the clean aggregate will be permitted to be used.
In the case of fine aggregates,
these shall be deposited at the mixing site not less than 8 hours before use
and shall have been tested and approved by the Engineer.
1.5.3 Cement
Cement shall be transported, handled
and stored on the site in such a manner as to avoid deterioration or
contamination. Cement shall be stored above ground level in perfectly dry and
water-tight sheds and shall be stacked not more than eight bags high. Wherever
bulk storage containers are used their capacity should be sufficient to cater
to the requirement at site and should be cleaned at least once every 3 to 4
months. Cement older than 3 months from the date of manufacture shall not be
used.
Each consignment shall be stored
separately so that it may be readily identified and inspected and cement shall
be used in the sequence in which it is delivered at site. Any consignment or
part of a consignment of cement which had deteriorated in any way, during
storage, shall not be used in the works and shall be removed from the site by
the Contractor without charge to the Employer.
The Contractor shall prepare and
maintain proper records on site in respect of delivery, handling, storage and
use of cement and these records shall be available for inspection by the
Engineer at all times.
The Contractor shall make a monthly
return to the Engineer on the date corresponding to the interim certificate
date, showing the quantities of cement received and issued during the month and
in stock at the end of the month.
Testing
A sample shall be tested from every
batch of cement delivered on site or once for every 1000 bags whichever is more
frequent. Tests shall be carried out for fineness, initial and final setting
time, and compressive strength (IS: 4031) and the results approved by the
Engineer before use of the cement in permanent works. Samples shall be taken
immediately on receipt of cement at site. The methods and procedure of sampling
shall be in accordance with IS: 3535. The Engineer may specify other forms of
sampling and tests including chemical analysis, (IS: 4032) fi in his opinion
the cement is of doubtful quality; the costs of such additional tests shall be
borne by the contractor.
1.5.4 Reinforcement / Untensioned Steel
Supply from primary manufacturers
such as SAIL, TISCO, etc. will be taken. The reinforcement bars, when delivered
on the job, shall be stored above the surface of the ground upon platforms,
skids, or other supports, and shall be protected from mechanical injury and
from deterioration by exposure.
Inspection
Every bar shall be inspected before
assembling on the works and any defective, brittle, excessively rusted or burnt
bars shall be removed. Cracked ends of bars shall be cut out.
1.6 Design Mix
1.6.1 For all items of
concrete only design mix shall be used. Prior to the start of construction, the
Contractor shall design the mix and submit to the Engineer for approval, the
proportions of materials to be used.
1.6.2 Requirements of
Consistency
The mix shall have the consistency which
will allow proper placement and consolidation in the required position. Every
attempt shall be made to obtain uniform consistency.
The slump of concrete shall be
checked as per IS:516.
1.6.3 Requirements for Designed
Mixes
1.6.3.1 Trial mixes : (For
strength)
The contractor is entirely
responsible for the design of the concrete mixes.The design is however to be
approved by the Engineer. At least 5 weeks before commencing any concreting in
the works, the contractor shall make trial mixes using samples of coarse
aggregates, sand, water, super plasticizer and cement, typical of those to be
used in the works, and which have been tested in an approved laboratory. A
clean dry mixer shall be used and the first batch discarded.
The cement content for different grades of
concrete and the required average strength at 28 days for which the mixes shall
be designed as per IS: 10262 and as approved by the Engineer-in-charge.
The concrete mixes shall be designed
on the basis of required strength, desired workability, the maximum size of
aggregate and also the various grades of cement as specified in IS : 10262
1982, clause 3.1.1. Accordingly, the required cement content shall be
ascertained. The contractor may be allowed to use either approved super
plasticizer or increased cement content to achieve the required strengths at
his own request.
For each grade a total of 18 cubes
shall be made. Of these 18 cubes made, not more than 6 may be made on any day
and further, of the 6 cubes made in one day not more than 2 cubes may be made
from any single batch. 9 of these cubes each representing a different batch of
concrete shall be tested at the age of 7 days and the remaining 9 cubes shall
be tested at the age of 28 days. The making of cubes, their curing, storing,
transporting & testing shall be in accordance with Indian Standards IS :
516. The test shall be carried out in a laboratory approved by the Engineer.
If the average strength of the
concrete cubes falls below the required target mean strength (fcm) fresh
preliminary mixes for then grade shall be made as before, until the trial mixes
yield cubes of compressive strength at 28 days greater than the required
average target mean strength (fcm) at that age.
Whenever there is significant change
in the quality of any of the ingredients for concrete, the Engineer may at his
discretion order to carry out of fresh trial mixes. All costs for trial mixes
& tests shall be to the contractors account and held to be included in the
contract rates.
Before commencing the work, the
contractor shall submit to the Engineer for approval full details of the
preliminary trial mixes and tests.
When the proportions of a concrete
mix have been approved by the Engineer, the contractor shall not vary the
quality or source of the materials or the mix without the written approval of
the Engineer.
1.6.4 Size of Coarse Aggregate
The size (maximum nominal) of coarse
aggregates for concrete to be used in various components shall be given as
Table 3.
Table 3
|
|
Components |
Max. Nominal Size of
Coarse Aggregate |
|
i) |
Nominal
mix |
40 |
|
ii) |
RCC
solid type piers and abutments |
40/20 |
|
iii) |
All
other RCC work |
20 |
|
iv) |
PSC
work |
20 |
The proportions of the various
individual size of aggregates shall be so adjusted that the grading produces
densest mix and the grading curve corresponds to the maximum nominal size
adopted for the concrete mix.
1.6.5 Mixing Concrete
Concrete shall be mixed either in a
concrete mixer or in a batching and mixing plant, as per these specifications.
Hand mixing shall not be permitted. The mixer or the plant shall be at an
approved location considering the properties of the mixes and the
transportation arrangements available with the Contractor. The mixer or the
plant shall be approved by the Engineer.
Mixing shall be continued till
materials are uniformly distributed and a uniform color of the entire mass is
obtained, and each individual particle of the coarse aggregate shows complete
coating of mortar containing its proportionate amount of cement.
Mixers which have been out of use
for more than 30 minutes shall be thoroughly cleaned before putting in a new
batch. Unless otherwise agreed to by the Engineer, the first batch of concrete
from the mixer shall contain only two thirds of the normal quantity of coarse
aggregate. Mixing plant shall be thoroughly cleaned before changing from one
type of mix to another.
1.6.6 Transporting, Placing and Compaction of Concrete
The method of transporting and
placing concrete shall be approved by the Engineer. Concrete shall be
transported and placed as near as practicable to its final position, so that no
contamination, segregation or loss of its constituent materials takes place.
Concrete shall not be freely dropped into place from a height exceeding 1.5
metres.
When concrete is conveyed by chute,
the plant shall be of such size and design as to ensure practically continuous
flow. Slope of the chute shall be so adjusted that the concrete flows without
the use of excessive quantity of water and without any segregation of its
ingredients. The delivery end of the chute shall be as close as possible to the
point of deposit. The chute shall be thoroughly flushed with water before and
after each working period and the water used for this purpose shall be
discharged outside the formwork.
All formwork and reinforcement
contained in it shall be cleaned and made free from standing water, dust, snow
or ice immediately before placing of concrete.
No concrete shall be placed in any
part of the structure until the approval of the Engineer has been obtained.
If concreting is not started within
24 hours of the approval being given, it shall have to be obtained again from
the Engineer. Concreting then shall proceed continuously over the area between
the construction joints. Fresh concrete shall not be placed against concrete
which has been in position for more than 30 minutes unless a proper
construction joint is formed.
Except where otherwise agreed to by
the Engineer, concrete shall be deposited in horizontal layers to a compacted
depth of not more than 450 mm.
Concrete when deposited shall have a
temperature of not less than 5 degrees Celsius, and not more than 40 degree
Celsius. It shall be compacted in its final position within 30 minutes of its
discharge from the mixer, unless carried in properly designed agitators,
operating continuously, when this time shall be within 1 hour of the addition
of cement to the mix and within 30 minutes of its discharge from the agitator.
It may be necessary to add retarding admixtures to concrete if trials show that
the periods indicated above are unacceptable. In all such matters, the
Engineers decision shall be final.
Concrete shall be thoroughly
compacted by vibration or other means during placing and worked around the
reinforcement, tendons or duct formers, embedded fixtures and into corners of
the formwork to produce a dense homogeneous void-free mass having the required
surface finish. When vibrators are used, vibration shall be done continuously
during the placing of each batch of concrete until the expulsion of air has
practically ceased and in a manner that does not promote segregation. Over
vibration shall be avoided to minimise the risk of forming a weak surface
layer. When external vibrators are used, the design of formwork and disposition
of vibrator shall be such as to ensure efficient compaction and to avoid
surface blemishes. Vibrations shall not be applied through reinforcement and
where vibrators of immersion type are used, contact with reinforcement and all
inserts like ducts etc., shall be avoided. The internal vibrators shall be
inserted in an orderly manner and the distance between insertions should be
about one and half times the radius of the area visibly affected by vibration.
Additional vibrators in serviceable condition shall be kept at site so that
they can be used in the event of breakdowns.
Mechanical vibrators used shall
comply with IS:2502, IS:2506, IS:2514 and IS:4656.
1.6.7 Construction Joints
Sequencing of concrete placement
should be organised in such a way that cold joints are totally eliminated. The
sequence of concreting shall be submitted for approval of Railway prior to
concreting of the structural element.
All construction joints, if any
provided, shall be treated with epoxy compound after preparing the surface with
V-notch, cleaning etc. complete to the satisfaction of the Engineer.
1.6.8 Concreting Under Water
All concreting shall be done under
dry conditions & no concreting under water conditions shall be done.
1.6.9 Protection and Curing
Concreting operations shall not
commence until adequate arrangements for concrete curing have been made by the
Contractor.
Curing and protection of concrete
shall start immediately after compaction of the concrete to protect it from :
a) Premature
drying out particularly by solar radiation and wind
b) High
internal thermal gradients
c) Leaching
out by rain and flowing water
d) Rapid
cooling during the first few days after placing
e) Low
temperature
f) Vibration
and impact which may disrupt the concrete and interfere with its bond to the
reinforcement
Where members are of considerable
size and length, with high cement content, accelerated curing methods may be
applied, as approved by the Engineer.
1.6.9.1 Water Curing
Water for curing shall be as
specified suitable for concreting.
Sea water shall not be used for
curing. Sea water shall not come into contact with concrete members unless it
has attained adequate strength.
Exposed surface of concrete shall be
kept continuously in a dump or wet condition by ponding or by covering with a
layer of sacks, canvas, Hessian or similar materials and shall be kept
constantly wet for a period of not less than 14 days from the date of placing
of concrete.
1.6.9.2 Curing compound
Curing compounds shall normally not
be used. If proposed to be used, they can be permitted at selected locations,
at the directive of the Engineer.
1.6.10 Finishing
Immediately after removal of forms,
exposed bars or bolts, if any, shall be cut inside the concrete member to a
depth of at least 50 mm below the surface of the concrete and the resulting
holes filled with cement mortar of dry pack consistency.
All construction and expansion
joints in the completed work shall be left carefully tooled and free from any
mortar and concrete. Expansion joint filler shall be left exposed for its full
length with clean and true edges.
The finished surfaces of concrete
after removal of formwork should be such that no touching up is required. All
fins caused by form joints, if any, shall be ground using electric surface
grinder.
Immediately on removal of forms, the
concrete work shall be examined by the Engineer before any defects are made
good.
a)
The work that has sagged
or contains honeycombing to an extent detrimental to structural safety or
architectural appearance shall be rejected.
b)
Surface defect of a minor
nature may be accepted. On acceptance of such work by the Engineer, the same
shall be rectified as directed by Engineer.
1.6.11 Tests
And Standards Of Acceptance
1.6.11.1 Concrete shall conform to the
surface finish and tolerance as prescribed in these specifications for
respective components.
1.6.11.2 Random sampling and lot by lot of
acceptance inspection shall be made for the 28 days cube strength of concrete.
1.6.11.3 Concrete under acceptance shall be
notionally divided into lots for the purpose of sampling, before commencement
of work. The delimitation of lots shall be determined by the following :
i) No
individual lot shall be more than 30 cum. in volume
ii) At least one cube forming an item of
the sample representing the lot shall be taken from concrete of the same grade
and mix proportions cast on any day.
iii) Different grades of mixes of concrete
shall be divided into separate lots
iv) Concrete of a lot shall be used in the
same identifiable component of the bridge.
1.6.11.4 Sampling and
testing
1. Concrete
for making 3 test cubes shall be taken from a batch of concrete at point
of delivery into construction, according to procedure laid down in IS:1199.
2. A random sampling procedure to ensure that
each of the concrete batches forming the lot under acceptance inspection has
equal chance of being chosen for taking cubes shall be adopted.
3.
150
mm cubes shall be made, cured and tested at the age of 28 days for compressive
strength in accordance with IS:516. The 28 day test strength result for each
cube shall form an item of the sample.
1.6.11.5 Test
specimen and sample strength :
Three test specimens shall be made
from each sample for testing at 28 day. Additional cubes may be required for
various purposes such as to determine the strength of concrete at 7 days for
any other purpose.
The test strength of the sample
shall be the average of the strength of 3 cubes. The individual variation
should not be more than + 15 percent of average.
1.6.11.6 Frequency
The minimum frequency of sampling of concrete of each grade
shall be in accordance with Table 4.
|
Quantity of Concrete
in work, m3 |
No. of samples
|
|
1-5 6-15 16-30 31-50 51 and above |
1 2 3 4 4 plus one additional sample for each additional 50 m3
or part thereof. |
At least one sample shall be taken
from each shift of work.
1.6.12 Acceptance criteria
1.
The
strength requirement of any particular grade of concrete will be considered
satisfactory if the 28 days compressive strengths of individual sets (each set
consists of 3 cubes) and of individual cubes satisfy the following requirements:
i)
For
the first five sets.
a)
The
average strength determined from any group of the three consecutive test cubes
exceeds the specified characteristic strength (f ck) by not less than 0.8
times the current margin.
b)
Only
one individual cube test result in any set may fall below the specified
characteristic strength (f ck) provided that this value is not less than 95%
of the specified characteristic strength (f ck).
ii)
Thereafter,
provided that the average strength of any fifteen consecutive cubes exceeds the
specified characteristic cube strength by at least 0.9 times the current margin
( 9 MPa ) all the subsequent test result may be considered acceptable if.
a)
The
average strength as determined from any group of three consecutive test cubes
exceeds the specified characteristic strength (f ck) by not less than 0.6
times the current margin.
b) Only one individual cube test result in
any set may fall below the specified characteristic strength provided that this
value is not less than 90% of the specified characteristic strength.
2.
Whenever
a mix is redesigned due to a change in the quality of aggregate or cement or
for any other reason, it shall be considered a new mix and initially subject to
the acceptability criteria above.
3.
If
the concrete produced at site does not satisfy the above strength requirements,
the Engineer will reserve the right to require the contractor to improve the
methods of batching, the quality of the ingredients and redesign the mix with
increased cement content, if necessary. The contractor shall not be entitled to
claim any extra cost for the extra cement used for the modifications stipulated
by the Engineer for fulfilling the strength requirements specified.
4.
It
is the complete responsibility of the contractor to design the concrete mixes
by approved standard methods and to produce the reinforced concrete conforming
to the specification and the strength requirements approved by the Engineer. It
is expected that the contractor will have competent staff to carry out this
work.
5. As frequently as the Engineer may
require, testing shall be carried out in the field for:
1.
Moisture content and absorption and density of sand and aggregate.
2.
Silt content of sand.
3. Grading of sand and aggregates.
4. Slump test of concrete.
5. Concrete cube test.
The contractor shall provide and
maintain on site at all times, until the works are completed, equipment and
staff required for carrying out these tests. The contractor shall grant the
Engineer or his representative full access to his laboratory at all times and
shall produce on demand complete records of all tests carried out on site.
Before concreting commences on any
section of the works the contractor shall obtain approval of the Engineer or
his representative as regards the formworks and reinforcements conforming to
the drawings. He shall also indicate to the Engineer in writing and obtain his
approval for positions of construction joints.
1.6.13 Cracks
i) If
cracks develop in concrete construction, which in the opinion of the Engineer
may be detrimental to the strength of the construction. The contractor shall
dismantle the construction, carry away the debris, replace the construction and
carry out all consequential work thereto.
ii) If
any cracks develop in the concrete construction, which in the opinion of the
Engineer, are not detrimental to the stability of the construction, the
Contractor at his own expense shall grout the cracks with polymer cement grout
of approved quality and also at his own expense and risk shall make good to the
satisfaction of the Engineer, which in the opinion of the Engineer has suffered
damage either in appearance or stability owing to such cracks. The Engineers
decision as to the extent of the liability of the Contractor in the above
matter shall be final and binding.
1.6.14 Defective Concrete
Should
any concrete be found honeycombed or in any way defective which may be
suspected to affect the performance of the structure, shall be rejected
outright. However, some surface defects like minor honey combing etc. not
affecting the structural properties shall on the instruction of the Engineer
repaired as per the approved procedure.
1.6.15 Tolerance in Concrete
Elements
a) Open Foundation
|
a) |
Variation in
dimensions. |
: |
+ 50 mm - 10 mm |
|
b) |
Misplacement from
specified position in plan. |
: |
15 mm |
|
c) |
Surface
irregularities measured with 3m
straight edge. |
: |
3 mm |
b) Substructure
|
a) |
Variation in cross-sectional dimensions. |
: |
+ 10 mm, - 5 mm |
|
b) |
Misplacement from specified position in plan. |
: |
10 mm |
|
c) |
Variations from plumb over full height. |
: |
+ 10 mm |
c) PSC Substructure
i) Pre-cast
Concrete Superstructure
Variation
in cross-sectional dimensions :
|
a) |
Up to and including 2 m over 2 m |
: : |
+ 5 mm + 5 mm |
|
b) |
Variation in length overall and length between bearings. |
: |
Shall not exceed + 10 mm or + 0.1 per cent
of the span length, whichever is lesser. |
|
c) |
Variation in overall depth or width. |
: |
+ 5 mm |
1.6.16 Equipment
Unless
specified otherwise, equipment for production, transportation and compaction of
concrete shall be as under :-
|
(a) For
production of concrete : |
Concrete batching and mixing plant, 2 Nos. fully automatic
with minimum capacity of 15 cu. m. per hour or 1 No. 30 cu. m. per hour. |
|
|
All measuring devices of the equipment shall be maintained
in a clear and serviceable condition. Its accuracy shall be checked over the
range in use, when set up at each site and thereafter periodically as
directed by the Engineer. |
||
|
|
|
|
1.6.17 Measurement for Payment
Structural concrete shall be
measured in cubic metres. In reinforced or pre-stressed concrete, the volume
occupied by reinforcement or pre-stressing cables and sheathing shall not be deducted.
Payment shall be made based on the dimensions as per the drawing if the
structure is within prescribed tolerance.
DESCRIPTION OF
CONTRACT
(SCOPE OF WORK)
Detailed scope of work involved in
the tender to be given below.
Name of
Work:- Modification of GMs Conference Hall and construction
12
Nos. cubicals in various office of WCR at Jabalpur
Above work will involve the following activities:-
1.
Construction of 12 Nos. officers cubicles in the existing GMs office,
S&T department office portion in DRMs office building and hired portion in
JDA building No. 8 & 9 at civic centre, Jabalpur etc.
2.
Making of tables in the GMs conference hall and other locations.
3.
Wall paneling, false ceiling by POP or Gypsum board and wall texturing etc.
4.
Any other miscellaneous items as per instruction of Engineer-in-charge.
Special
conditions to be quoted by the tenderer
PROFORMA-`I
(ENGINEERING
DEPARTMENT)
|
1. |
Full name of contractor/Construction firm and year of
establishment. |
: |
|
2. |
Registered Head Office & Postal Addressed. Telephone Nos. with STD No.
|
: |
|
3. |
Branch Office address, if any. Telephone Nos. with STD No. |
: |
|
4. |
Constitution of firm (give full details including names of
Partners/Executives / Power of Attorney holders, etc.) |
: |
|
5. |
Particulars of Registration with Government / Semi-Govt.
Organization, Public Sector, Undertaking & Local Bodies etc. |
: |
Note: This must be filled up by the Tenderer while
submitting the tender. In complete above proforma may result in rejection of
the tender.
PROFORMA
- II
(ENGINEERING DEPARTMENT)
|
Sr. No. |
Brief Descrip- tion of work |
Contract awarding authority |
Agree- ment No. & Date |
Cost of Work |
Date of commen- cement of work |
Date of comple- tion as per agreement |
Actual date of comple- tion |
Whether arbitration demanded or not |
|
|
|
|
|
|
|
|
|
|
Note: Tenderer should submit the details in the separate
sheet on the above proforma while
submitting the tender. Incomplete above
proforma may result in rejection of the tender. The supporting certificates
should be submitted alongwith the tender.
___________________________________________________________________
PROFORMA - III
(ENGINEERING DEPARTMENT)
DETAILS
OF ALL CIVIL ENGINEERING WORKS CARRIED OUT
DURING PAST THREE YEARS
|
Sr. No. |
Brief descrip- tion of work |
Contract awarding authority |
Agree- ment No. & Date |
Cost of Work |
Date of commen- cement of work |
Date of comple- tion as per agreement |
Actual date of comple- tion |
Whether arbitration demanded or not |
|
|
|
|
|
|
|
|
|
|
Note: Tenderer should submit the details in the separate
sheet on the above proforma while
submitting the tender. Incomplete above
proforma may result in rejection of the tender. The supporting certificates
should be submitted alongwith the tender.
PROFORMA - IV
(ENGINEERING DEPARTMENT)
details
of works in hand
|
Sr. No. |
Brief descrip- tion of work |
Contract awarding authority |
Agree- ment No. & Date |
Cost of Work |
Date of commen- cement of work |
Date of comple- tion as per agreement |
Remarks |
|
|
|
|
|
|
|
|
|
Note: Tenderer should submit the details in the separate
sheet on the above proforma while
submitting the tender. Incomplete above
proforma may result in rejection of the tender. The supporting certificates
should be submitted alongwith the tender.
___________________________________________________________________
PROFORMA
- V
(ENGINEERING
DEPARTMENT)
|
Sr. No. |
Particulars of equipments |
No. / Unit |
Kind / Make |
Capacity |
Age and Condition |
R e m a r k s |
|
|
|
|
|
|
|
|
Note: Tenderer should submit the details in the separate
sheet on the above proforma while
submitting the tender. Incomplete above
proforma may result in rejection of the tender. The supporting certificates
should be submitted alongwith the tender.
PROFORMA - VI
WEST CENTRAL
RAILWAY
(ENGINEERING
DEPARTMENT)
PARTICULARS OF
TECHNICAL STAFF TO BE EMPLOYED ON THE WORK
|
Sr. No. |
Name & Designation |
Qualification |
Professional Experience |
R e m a r k s |
|
|
|
|
|
|
Note : Supporting documents should be attached.
I hereby certify that no retired
Engineer/Gazetted Officer of the Railways who has retired within 2 years of
date of submission of tender and has not obtained permission of competent
authority has been engaged by me/our firm.
I also certify that none of my relative is engaged in Engineering
Department in West Central Railway.
PROFORMA - VII
WEST CENTRAL
RAILWAY
(ENGINEERING
DEPARTMENT)
DELCARATION FOR
SITE VISIT
I
/ We hereby solemnly declare that I / We visited the sites of works personally
and have made myself / ourselves fully conversant of the conditions therein and
in particular the following: -
1) Topography of the area.
2) Soil strata at site of work
3) Sources and availability of
construction materials.
4)
Rates for construction materials, water,
electricity including all local taxes, royalties, octroi etc.
5)
Availability of local labour (both skilled and
un-skilled) and relevant labour rates and labour laws.
6) Existing roads and approaches to site
of work.
7) Availability and rates of private land
etc. required by me / us for various purposes.
8) Climatic conditions and availability
of working days.
9) Any taxed imposed by the
State/Central Govt. will be binding me during the execution of the work.
I / We have quoted my / us rates for
various items in the tender schedule taking into account all the above factors
also.
Signature of Tenderer / s
ACCEPTANCE OF TENDER
I accept the Tender on
reverse and agree to pay the rate as entered in the schedule of rates and
quantities at_______________ per cent ABOVE/BELOW/AT PAR with the schedule of
rates and quantities for M.S. Items and at rates indicated below for N.S.
items.
Chief
Engineer
Divisional Railway
Manager (Wks)
Deputy Chief
Engineer(constn)
Executive
Engineer(Constn.)
West Central Railway
For
and on behalf of
THE
PRESIDENT OF
Date__________________
CONTRACTOR/S
Witnesses:
(1)
_________________________
(2)
_________________________
ELIGIBILITY
CRITERIA
OPEN TENDER COSTING
ABOVE RS. 10 LAKH.
Only those firms, which in their individual capacity who satisfy
the following criteria need to quote for this tender: -
(i) Should have completed at least one work of
similar type for a minimum value of 35% of Advertised Tender Value of the
subject work during the last three years (i e, current year and three previous
financial years).
(ii) Should have valid Revenue / Bankers Solvency
Certificate of 40% of Advertised Tender Value of work.
(iii) Total contract amount received during the last
three financial years should be minimum 150% of the Advertised Tender Value as
per attested certificate from the employer/client, audited balance sheet duly
certified by the Chartered Accountant etc.
(iv) In addition to
the above or different eligibility criteria have been provided in the tender
notice shall also be applicable.
NOTE: - The
eligibility criteria regarding Solvency Certificate shall not be required for
the work costing less than Rs. 1 (one) crore.
The list of
documents to be attached is given as below for the system of tendering. The
tender will be opened at the time & date mentioned in the Tender Notice and
is consists of the following:-
i) Earnest money in standard format.
ii) Attested
certificate from the employer/client, Audited balance sheet duly certified by
the Chartered Accountant etc.
iii) List
personnel, organization available on hand and proposed to be engaged for the
subject work.
iv) List of
plant and machinery available on hand (own) and proposed to be inducted (own
and hired to be given separately) for the subject work.
v) List of
works completed in the last three financial year giving description of the
work, organization for whom executed, approximate value of the contract at the
time of ward, date of award and dated of scheduled complete of the work. Date of actual start, actual
completion and final value of the contract should also be given.
vi) List of
work on hand indicating the description of the work, contract value, and
approximate value of balance work yet to be done and date of award.
vii) Bio datas of Engineers and other technical
staff to be engaged for this work.
viii) Partnership deed.
ix) Power of Attorneys.
x) Tender documents duly signed &
completed, (Schedule of items, rates and quantities, mode of payment).
xi) Any other document the tenderers may
like to submit in support of his credentials /scheme.
Note:
1. In case of item No. (v) and (vi)
above, supporting documents/certificate from the organization with whom they
worked / are working should be enclosed.
2.
Certificate from the private individual for whom such works are executed /
being executed may not be accepted.
CONDITIONS OF
TENDER
1.
The
drawings for the works can be seen in the concerned Office, at any time during
office hours.
2.
General
Conditions of Contract and Specifications for materials and works in the concerned
office or obtained on payment at prescribed rate at any time during office
hours.
3.
The
Tenderer/Tenderers shall quote his/their rates with reference to each item as shown
in the attached Schedule. The contractor
must offer a single percentage rate for all M.S. items and for N.S. items
single percentage or individual item wise rate as the case may be (as indicated
in schedule). The quantities
shown in the
attached Schedule are given as a
guide and are approximate only and are subject to variation
according to the needs
of Railway. The Railway accepts no responsibility for their
accuracy. The Railway does not guarantee
work under each item of the Schedule.
All
rates for the each item of works should be written in words as well as in
figures at all the pages wherever applicable.
In case of discrepancies between the rate quoted in figures and words,
the rate quoted in words will prevail. .
If the tenderer failed to quote the rate of any item of the schedule as
mentioned his/their tender will summarily rejected treating the same as
incomplete tender.
4.
Tender containing erasures and alterations of the tender document are
liable to be rejected. Any correction
made by the Tenderer/Tenderers in his/their entries must be attested by
him/them.
5.
The works are required to be completed within a period of completion as mentioned in the tender notice
from the date of issue of acceptance letter.
6.
The tender must be accompanied by a required Earnest
money deposited in cash or in any forms mentioned in the tender notice/tender document failing
which the tender will be summarily
rejected.
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 from his offer or
modify the terms
and conditions thereof
in a manner not
acceptable to the
Chief Engineer / Deputy Chief
Engineer/ Executive Engineer/Divisional Railway Manager/Divisional Engineer of
the West Central 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
by the Railway. If the tender is
accepted, the amount of earnest money will be held as part of security deposit
for the due and faithful fulfillment of the contract. The earnest money of the unsuccessful
tenderer will as therein before provided be returned to the unsuccessful
tenderers 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.
7.
It
shall not be obligatory on the said authority to accept the lowest tender and
no tenderer/tenderers shall demand any explanation for the cause of rejection
of his/their tender.
8. If the tenderer deliberately gives / tenderers
deliberately give wrong information in his/their tender or creates/create
circumstance for the acceptance of his/their tender, the Railway reserves the
right to reject such tender at any stage.
9. If
a tenderer expires after the submission of his tender or after the acceptance
of his tender, the Railway shall deem such tender as cancelled. If a partner of a firm expires after the
submission of their tender or after the acceptance of their tender, the Railway
shall deem such tender as cancelled unless the firm retains its character.
10. As far as possible the tenderers bid should
not have any condition or specification or assumption contrary to the
provisions in these tender documents on which the tenderers bid is based, shall
be supplemented by the details of exact financial implications if applicable.
Tenderers special conditions, not in conformity with the tender specifications,
are required to be listed separately. It needs to be emphasized that only such
conditions/stipulations which are at variance with the tender conditions
stipulated such special condition taking into account the restrictions
mentioned elsewhere in the tender document. Only such of the special
conditions/specifications stipulated by tenderers which have been specifically
approved by the Railways in writing shall be deemed to have been accepted by
the Railways. Any other tenderers conditions/stipulations are at variance with
the tender conditions provisions shall be withdrawn by the tenderers.
The
special conditions quoted by the tenderers shall liable to be rejected. If any
special conditions are required to be quoted by the tenderer which should be
write on the page No. 19 as Special
conditions to be quoted by the tenderer of this tender document. Special
conditions quoted at other than this page will not be entertained.
11. The tenderers shall inspect the
proposed site of Building, and acquaint himself/themselves with the site
conditions, working hours, layout of lands, and all relevant items connected
with the execution of the work.
12. RIGHTS OF RAILWAY TO DEAL
WITH TENDER :
The
authority for the acceptance of the tender will rest with the Railway which
does not bind itself to accept the lowest or any other tender nor does the
Railway undertake to assign reason for declining to consider or reject any
particular tender or tenders.
13. EXECUTION
OF CONTRACT DOCUMENTS:
13.1 The
successful tenderers shall be required to execute an agreement with the Railway
for carrying out the works according to General Conditions of Contract,
special conditions of this tender.
13.2 The
tenderers whose tender is accepted shall be required to appear at the concerned
office of West Central Railway in person in case of a firm or corporation a
duly authorized representative shall so appear to execute the contract
documents within seven days after issued of acceptance letter to him. 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 right or
remedies.
14. ERRORS, OMISSIONS AND
DISCREPANCIES :
The
tenderers shall not take any advantage of any misinterpretation of the
condition due to typing or any other error & if in doubt shall bring to the
notice of Engineer without delay. In case of any contradiction only the printed
rules and books should be followed and no claim for the misinterpretation shall
be entertained. In addition provision contained in the clause of General
Conditions of Contract shall also be applicable.
15.
NOTICE TO PUBLIC BODIES :
The contractor/s shall give to the Airport Authority, JDA,
municipality, police and other authorities all notices that may be required by
law and obtain all requisite licence, permissions, clearances and pursuance
will be done by the Architect / Consultants / Contractors and statutory charges
will be paid by the Contractor (s) for such work, which may be liveable on
account of his operation in executing the work.
16.
EXCEPTED MATTER :
All
measurements, methods or measurements meaning and intent of specifications and
Interpretation of special conditions of contract, given and also made by the
Railway or by the Engineer on behalf of the Railway shall be final and binding
and shall be considered Excepted matters in terms of condition of the General
Conditions of Contract and will strictly stay outside purview of any
arbitrations limit and will not be arbitrable.
17.
SIGNING OF CONTRACT DOCUMENTS :
17.1 The
tenderer/s whose tender is accepted shall be required to appear at the concerned
office of West Central Railway in person or in a firm or corporation duly
authorized representatives shall so appear and to execute the contract
documents within seven days after notice that the contract has been awarded to
him.
17.2 Failure
to do so shall constitute a breach of the agreement affected 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.
17.3 In the event of any tenderers whose
tender is accepted shall refuse to execute the contract documents as herein
before provided. The Railway may determine that such tenderer/s has/have
abandoned the contract and there upon his/their 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.
18. LIQUIDATED DAMAGES
:
In
case the work is delayed due to reasons attributable to the Railway or the
contractor/s the completion period of the contract shall be extended in
accordance with the provision of General Conditions of Contract.
19. The tenderer is required to produce
following documents along with original tender papers duly filled in &
signed at all pages.
i)
Earnest money in proper form
ii)
Proforma No. I, II,III,IV, V, VI & VII
(attached herewith)
(a)
Proforma No.I
:- Particulars of tenderer.
(b)
Proforma No.II
:- Details of works executed similar to tendered work.
(c)
Proforma
No.III :-Details of all Civil Engg. Works carried out during past three years.
(d)
Proforma
No.IV :-Details of Works in hand.
(e)
Proforma
No.V :-Details of Plant & Machinery
:
(A) Owned by the
tenderer.
(B) Proposed to be
hired by the tenderer.
(f)
Proforma
No. VI :- Particulars of Technical staff to be employed on the work
(g)
Proforma
No.VII :- Declaration of site
visit.
iii) Method
statement, PERT Chart & Construction Schedule
vis-a-vis deployment of resources.
iv) Bio-data
of key personnel and/or construction Engineers
to be involved in this work.
v) Document
in support of financial solvency, (Solvency
Certificate from State Bank of
vi) Partnership Deed.
vii) Power
of Attorney.
viii) Tender documents duly signed & completed.
ix) Any
other document the tenderers may like to submit in
support of his credentials/scheme.
20.
Delayed'
& `Late' tenders will be dealt as per rules issued by Railway Board.
21. Accepting
Authority :-
The authority for the acceptance of the tender will rest with the the
Divisional Engineer or the Executive Engineer in executive charge of the works
and shall include the superior officers of the Engineering Department of
Railway i.e., the Senior Divisional Engineer/ Deputy Chief Engineer/Chief
Engineer/ Chief Engineer (Construction), West Central Railway who does not bind
himself to accept the lowest or any other
tender nor does he undertake to
assign reasons for
declining to consider any particular tender or tenders.
22. The
successful Tenderer /
Tenderers shall be
required to execute
an Agreement with the President of India acting through the Divisional Engineer or the
Executive Engineer, in executive charge of the works and shall include the
superior officers of the Engineering Department of Railway i.e., the Senior
Divisional Engineer/ Deputy Chief Engineer/Chief Engineer/ Chief Engineer
(Construction) of the West Central Railway, for carrying out the
work according to the General Conditions of Contract and Specifications
for Works and Materials of Central Railway.
23. The
Tenderer shall keep the offer open for a
minimum period of 90/120/180 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 tenderer liable for forfeiture of his earnest money.
24.
Should a tenderer be 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 Railway owned and administered
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
as 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 as
aforesaid the full information as
to the date of retirement of
such Engineer or gazetted officer
from the said service and in cases where such Engineer or 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, if the contractor be a partnership firm or an incorporated company, to become a partner or
director as the case may be, or to take
employment under the contractor has been
obtained by the tenderer or the Engineer or the Officer as the case may
be from the President of India or any officer duly authorised 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 Tenderer, as the case may be, shall be
rejected.
25.
Should a Tenderer or Contractor
being an individual on the list of approved Contractors, have a relative
employed in gazetted capacity in the
Engineering Department of West Central Railway, or in the case of a partnership firm or company
incorporated under the India
Company Law should a partner or
a relative or the
partner or a share holder or a relative of a share
holder be employed in gazetted capacity in the Engineering Department
of the West Central Railway, the authority inviting tenders
shall be informed of the fact at
the time of submission of tenders,
failing which the tender may be rejected, or if such fact
subsequently comes to light, the
contract may be rescinded in accordance with the
provisions in Clause 62 of the General
Conditions of Contract.
26.
Should
the Railway decide to negotiate with a view to bring down the rates, the
original offer will still be binding in case nothing materialises out of the
negotiations. A declaration to this
effect should be submitted by the tenderer/ tenderers along with the negotiated
offer in the prescribed proforma.
27. Deduction of Income Tax at Source :-
The Rly. will deduct the Income-tax
and surcharge thereon, on the gross amount of each bill as prescribed by Govt.
from time to time and such deduction of Income Tax shall be recovered while
making payment to the contractor.
All the other taxes
which are applicable to the work as declared by the Central Govt. and state
Govt. time to time during the currency of the contract shall be deducted from
the contractors bills.
28. The
tenderer(s) quoting against standing Earnest Money
is required to pay the total
Security Deposit either in cash or in
the acceptable form
before signing the
contract documents.
29. Partnership Deeds, Power of Attorney
etc. :-
The tenderer shall clearly specify whether
the tender is submitted on his own behalf or on behalf of a partnership
concern/company. If the tender is
submitted on behalf of partnership concern/company a certified copy of
partnership deed/ articles of association, as the case may be, and a power of
attorney to sign the tender documents, bills etc. should be submitted. If these
documents are not enclosed along with the documents the tender will be treated
as having been submitted by individual, signing the tender documents. The Railway will not be bound by any power of
attorney granted by the tenderer or by changes in the composition of the firm
made subsequent to the execution of the contract. Railway may, however, recognise such power of
attorney/partnership deed/article of association after obtaining proper legal
advice, charges for which will be chargeable to the contractor.
(Signature)___________________
Date___________
(Designation) __________________
Chief
Engineer
Divisional Railway
Manager (Wks)
Deputy Chief Engineer(constn)
Executive
Engineer(Constn.)
West Central Railway
For
and on behalf of
THE
PRESIDENT OF
Note :- Cross out
what is not applicable depending on the
Type of
work and the time required to consider the tender.
SPECIAL CONDITIONS
OF CONTRACT
(PART-I)
1. GENERAL
1.1
These "Special Conditions
and Specifications, Instructions to
Tenderers and the stipulations made in the Schedule of quantities and rates" shall govern the works
executed under this contract in
addition to the
"Central Railway Specification
for Materials and Works, General
Conditions of Contract and Central
Railway Standard Schedule of Rates-1990", each, as amended
by correction slips from time to
time.
1.2 Where
there is any conflict between these "Special Conditions and
Specifications" and the "Schedule of
quantities and rates" on one hand and the "Central
Railway Specifications for
Materials and Works,
General Conditions of
Contract and the
Central Railway Standard Schedule
of Rates-1990" on the other, the former shall prevail.
1.3
All references in
this document to the
word "Standard
Specifications" shall mean the
Specifications mentioned in the "Central Railway Specifications for
Materials and Works".
1.4
Any foot note/s appearing below
the item/s of the contract schedule will
take precedence over these Special Conditions.
1.5
Any Specifications / Conditions
stated by the tenderer in the covering
letter submitted along with his tender shall be deemed to be
a part of the contract only to such extent as
have been explicitly accepted by the Railway.
1.6
The special conditions supplement the General
Conditions of Tenders and Additional General Conditions of Tender , the
General Conditions of Contract and the notes appearing under the relevant
chapters and sub-chapters of the Standard Schedule of Rates-1990
and should be considered a part
of the contract papers. Where the
provisions of these conditions are at variance
with the General
Conditions of Contract, these special
conditions shall prevail.
1.7
The General Conditions
of Contract will mean the
General Conditions of Contract as
amended and/or corrected from time
to time and obtaining at the time
of accepting of the tender and at
the time
of execution of the agreement mentioned in Clause 15 under Conditions of Tender. It is the responsibility of the Contractor
before submitting his tender and again before entering into said agreement to
ascertain all amendments and /or corrections made to the said General
Conditions of contract.
2.0
SECURITY DEPOSIT ON ACCEPTANCE OF
TENDERS :
2.1
Unless otherwise
specified in the special
conditions, if any, the rates for deposit of security amount, including
the amount of earnest money deposited with the tender, by
contractor will be as under, on
acceptance of tender :-
i) For contracts
upto Rs. 1.00 lakhs. 10% of the
value of the contract.
ii) For
contracts more than Rs. 1.00 lakhs 10%
of the first Rs.1.00 lakhs and
and upto Rs. 2.00 lakhs 7.½% of the balance.
iii) For contracts more than Rs.2.00 lakhs 10% of the first Rs.1.00 lakhs 7.½% of the
and upto Rs.2.00 Crores. next
Rs.1.00 Lakhs and 5% of the
balance subject
to the maximum of Rs.10.00 lakhs. The amount over and above Rs.3.00 lakhs be
recovered from the running bills of the contractors @ 10% till it reaches to required value
iv) For contracts above Rs.2.00 Crores 5% of the contract value. The
amount over
and above Rs.3.00 lakhs be recovered from the
progressing bills of the contractors @ 10% till it reaches 5% of the contract
value.
The earnest money deposited by the tenderer against this particular
contract will be converted into initial security deposit.
In the case of the contracts which are accepted on the strength of
Standing Earnest Money, the tenderer, immediately on receipt of the acceptance
letter, will have to deposit the total security deposit either in cash or in
the acceptable forms before signing the contract documents. If the contractor requests for 10% deduction
from the bills towards the security deposit, which will be considered on merit
of each case, the amount equivalent to the Earnest Money required against this
particular contract as an initial security deposit has to be deposited by the contractor
in any of the acceptable forms mentioned in para 2.2 below before signing the contract
documents.
The contractor may deposit the balance amount
in any of the forms mentioned in para 2.2 below or the same
can be deducted, if he so desires and depending on merit of the case, from his
On Account Bills at the rate of 10% until
the sum of these deductions plus the amount of
Earnest Money deposited with the tender for this works taken together
equals the requisite amount of Security Deposit required for the
due fulfillment of the
contract. The Security Deposit unless
forfeited in whole or in part, according
to the terms and conditions,
will be refunded on receipt of a
certificate from the Engineer concerned to the
effect that the work has been satisfactorily completed and maintained in
all respects for the period specified in
the Special Conditions and
Specifications of Contract
and provision under Clause 51 (1) to (3) of General Conditions
of Contract have been fulfilled
and no defects have been noticed.
No interest will accrue on the Security Deposit under any
circumstances.
2.2 The Security
Deposit referred to in para 2.1 above can
be deposited in cash with the
Chief Cashier, West Central Railway, Jabalpur or Divisional Cashier, West Central
Railway, Jabalpur and submit receipt thereof or in any of the forms mentioned
below :-
Deposit Receipts, Pay Orders, Demand
Drafts and Guarantee Bonds
(1)
The Deposit Receipt, Pay Orders, Demand Drafts should be either of the State Bank of India
or any of the Nationalised Bank or Scheduled Banks or State Co-operative Banks.
No confirmation advice from the Reserve Bank of
(2) Guarantee Bonds in the prescribed proforma should
be furnished in the
name of the President of
India acting through the authority of West Central Railway,
Jabalpur as mentioned in the Tender
notice / acceptance letter.
(3) Units will be accepted as Security Deposit
at 5% below the market price or at the face value whichever is less. The
contractors will have to deposit with the Railway their Units Certificate along
with the transfer deed and a letter in duplicate as per the prescribed
proforma. The Unit Certificates will be
retained by the Railway till the successful fulfillment of the contract.
Tenderer should bring the latest rate of unit certificate as declared by the
Company/firm duly attested by the Gazetted officer.
3.0 SUPPLY OF MATERIAL
BY RAILWAYS
3.1 Railways material such as steel M.S. bars,
coils, plates, tie-bars, angle iron, R.S. Js. Channels, rails etc. roofing
material glazing or any other items as are stipulated in the agreement to be
issued to the contractor for the work either free of charge or on payment as
the case may be will be issued to him at the Railways depot/goods shed at
locations as decided by Engineer-in-charge and will have to be transported by the
contractor to the site of work at his cost.
All such materials will be used by the contractor for the work in such
quantities as are indicated in the schedule or in relevant specifications or
drawings or as approved by the Engineers whose decision thereon shall be
final. Wastage of or damage to such
materials in any manner shall be totally avoided. If surplus material issued, if any, is not
returned in good condition immediately after completion of the work or if any
quantity of material supplied by the Railway is consumed in excess or wasted or
damaged or lost or not satisfactorily accounted for in that case recovery will
be made from the contractor at twice the market rate or twice book rate at the
time of last issue whichever is higher plus 5% freight and 2% incidental
charges plus 12.5% supervision charges on the above cost arrived at for the quantity
of material consumed in excess or wasted or damaged, lost or not satisfactorily
accounted for.
In case it is discovered that the quantity of steel or any other items
issued by the Railway as actually used in the work is less than the quantity/quantities
specified to be used, the cost of steel and for other such items not so used
shall also be recovered from the contractor/s on the basis stipulated in
sub-para above.
Action under this Clause
will be without prejudice to the right of the Railway to take action against
the contractor/s under the conditions of the contract for not doing/completing
the work according to the contract for not doing/completing the work according
the prescribed Specifications and approved drawings.
3.1.1
If there is any delay in supply of material to the contractor/s no claim or
compensation of any kind will be entertained, but only suitable extension of
time will be considered by the Railway depending upon the merits of the
case.
3.2
Mild steel rounds may be supplied in straight
lengths or in coils and in lengths as may be available with the Railway. In
the event of steel materials of diameters as specified in the drawings
not being available the nearest size will be given and no claims shall be
entertained on account of increased
weight of steel materials in handling and transport, cutting, bending, binding,
hooking, fixing, placing etc, reinforcement including additional binding wire.
3.3
Railway
may supply deformed bar/tor steel instead of M.S. rounds or vice-versa for
reinforcement, either of the same diameter or equivalent diameter and no extra
payment will be made for handling and transport etc. of deformed bars/tor steel
if the same is used instead of M.S. rounds or vice-versa.
3.4
Railways
materials will be issued on specific requisitions by the contractor and as per
requirement consistent with the progress of works and or progress of supply of
fabricated materials to the Railway. A
guarantee bond for the amount to cover cost of Railway material will have to be
furnished by the contractor before such materials are issued to him. The guarantee bond will be valid for at least
6 months beyond the completion period of contract. The approximate cost of Railway material to
be issued to contractor shall be intimated in due course.
3.5 All
material left over as Surplus or as Scraps out of materials supplied by the
Railway should be returned to the Railways Stores as per the instruction of
Engineer-in-charge failing which the cost will be recovered, as per the
provision of Clause 3.1 of the Special Conditions of Contract.
4. USE
OF MATERIALS SECURED WITH GOVERNMENT ASSISTANCE
4.1 The
Railway shall not supply from its own quota to the contractors controlled or
imported commodities. Assistance will,
however, be given by recommending to appropriate authorities on contractors
application for issue of import licenses and release of controlled commodities
if the Engineer is satisfied that this material is actually required by the
contractors for carrying out the work and is not available in the country.
4.2 Where any raw
materials for the execution of the contract are procured with the assistance of
Government either by issue from Government, stocks or purchases under
arrangements made or permit(s) or license(s) issued by the Government, the
Contractor shall hold the materials as trustee for the Government and use such
materials economically and solely for the purpose of the contract against which
they are issued and not dispose off them without permission of the Government
and return, if required by the Government, all surplus or unserviceable
materials that may be left by him after completion of the contract or at its
termination for any reason whatsoever on his being paid such price as
Government may fix with due regard to the condition for any reason whatsoever
on his being paid such price as Government may fix with due regard to the
condition of the materials. The freight
charges for the return of the materials according to the direction of the
purchaser shall be borne by the contractor, in the event of contract being
cancelled for any default on his part.
The decision of Government shall be final and conclusive.
4.3
In
the event of a breach of the aforesaid conditions, the contractor shall in
addition to throwing himself open to action for contravention of terms of the
license(s) or the permit(s) and/or for original breach of trust be liable to
account to Government for all moneys, advantages or profits resulting or which
in the usual course would have resulted to him by reason of such breach.
5. HIRE OF PLANT & MACHINERY
AND OTHER FACILITIES
5.1
The contractor shall
make his own arrangements for
all plants and machinery, other facilities, equipments, tools
including spare parts,
fuel and consumable stores, and all
labour required to ensure
efficient methodical execution of the work.
The rates quoted and accepted shall be deemed to be inclusive of all
charges of such items.
5.2
On the contractor's request the Railway may, however, give on hire plant
and machinery/other facilities, equipment
and tools, if available spare
with the Railway, without any commitment
on the part of the Railway to do so, in such case, the hire charges for
plant and machinery per annum
will be calculated to
cover interest, ordinary repairs and maintenance charges at 5%, special
repairs and maintenance charges at 10%,
depreciation charges as
per extant rules of the Railway, and an additional
10% on
the total of these four above, on the cost of the Plants &
Machinery, which will be the present day market value plus freight and other incidental charges increased by 12.5%
supervision charges.
5.3
Hire charges for items other
than plant and machinery, which do
not require any form of repair
and maintenance, shall only take into account interest on capital,
depreciation and an additional 10% on
these two.
5.4 The hire charges per day shall be
arrived at by dividing the annual
hire charges by 250, which shall
be assumed to be the
number of working days in a year for
this purpose only. These hire charges will be payable from the
day the plant is handed over to the day it is returned to the Railway
administration. If, however, during this
period the plant remains out of order for reasons beyond the control of the
contractor, or is withdrawn for periodic overhaul or any repairs, such periods
shall not be counted for levy of hire charges.
The contractor shall enter into a separate agreement in this respect and
the terms and conditions as per the agreement will be final and binding on the
contractor.
5.5
In the event of a plant or
equipment or facility given on
hire to the contractor not being returned to the Railway administration
in a reasonably goods working order/depreciation that it
would have suffered for the period of hire, the Railway
shall treat the plant/facility as
on sale, as per extant orders of the
Railway, from the date it was initially given on hire, withdrawing the hire terms and charges.
5.6
If, however, the
plant and machinery/other facilities, equipments, and
tools requisitioned by the contractor
are not available in Railway's stock or the Railway
decides not to supply the same for reasons whatsoever, neither the
Railway shall be bound
to arrange for the supply thereof nor will the
Railway's inability to supply
them be accepted as an excuse for
delay in the completion of the
works/or for any claims thereof.
6. HANDINGOVER
OF SITE
Contractor should start the
work within 7 days from the date of issue of acceptance letter. The site will be
handed over to the contractor/authorised representative after reporting from
the contractor's side. It will not be
binding on the Railway to hand over full site at a time in the starting to the
contractor, but the site will be handed over to the contractor commensurate
with the progress of the work. A note of
handing over of site to the contractor in addition to entry in the site order
book will be prepared duly signed by the Railway and Contractors representative
and submitted to the Engineer In charge.
7. SETTING OUT OF WORKS :-
7.1 In case of bridges
the Railway will initially set out the centre line of the
bridge and the alignment and fix
the position of the piers and abutments. The contractor shall thereafter set out the work
and every part thereof fully. The
contractor shall be responsible for maintaining the accuracy of
the alignment, positions, levels and
of the work in accordance with the drawings, directions
or instructions given from time to time to him and every
facility shall be given to the engineer for checking of the same.
The contractor at his own cost shall rectify an error in the dimensions,
alignments positions or levels of work set out or constructed by him to the
satisfaction of the Engineer.
7.2 In
the case of building, or other structures the Engineer or his representative
will set out the centre longitudinal
or the face line and at least one main
cross line.
7.3 The work shall be set out by the contractor
to the satisfaction of the engineer but his approval thereto shall
not, nor shall
his joining with the contractor in setting out the
work, relieve the contractor from
his entire and sole responsibility for correctness thereof.
7.4 The
contractor shall also provide, fix and
be responsible for the
maintenance of all stakes, template
profiles, level marks, points
etc. & must take all necessary precautions to prevent these from being removed, altered or
disturbed and will be held responsible
for the consequences of such removal,
alterations or disturbances,
should the same take place, and for their efficient reinstatement.
8. SUPPLY OF WATER AND ELECTRICITY :-
8.1 The
contractor shall make his own arrangements for water supply. Wherever it is convenient to the Railway
Administration, the water from piped supply may be made available to the
contractor, provided the contractor shall arrange at his own expense to effect
the connections and lay additional pipe lines and accessories to the site of
work and that the contractor shall not be entitled to any compensation for
interruption or failure of the water supply.
The contractor will have to pay for such water supply from Railway well
or tube wells at a rate of one per cent (1%) on the amount of all items or work
appearing in the bills payable to the contractor in respect of which work such
water has been used by the contractor and such charges shall be deducted from
sums due or payable by the Railway to the contractor from time to time. Water Connections to labour camps will not
be permitted. Contractor has to make his
own arrangement for water supply to the labour camps.
8.2 The contractor
shall make his own arrangements
for the operation of mechanical
equipments required for the execution of work
and/or for the purpose of lighting
for working during
day/night time. Wherever, it is
convenient to the Railway Administration, the electric supply may be made
available to the contractor provided the contractor shall arrange at his own
expense to effect the connections and lay additional wiring, provide meter and
other accessories on the site. Such work
of laying wiring etc. shall be done under supervision of a qualified staff and
a certificate shall be required to be submitted to the effect that the work of
wiring has been done as per rules or the work shall have to be got done through
Railway Organization and the charges for the same shall have to be borne by the
contractor as per extant rules.
8.3 The contractor shall not be entitled
to any compensation for interruption or failure of the electric supply. The contractor will have to pay for such
electric supply from Railway at a rate agreed to between contractor and Railway
Administration and such charges shall be deducted from the sums due or payable
by the Railway to the contractor from time to time.
8.4.1
Water
available locally in wells, creeks, or nallahs may be brackish water at some
locations. It should be noted that no
sea or brackish water shall be used in all classes of masonry, reinforced, mass
concrete work and curing of work. In
addition, water used for the above works shall be free from earthy, vegetable
or organic matter, oils, acids and alkaline substance in solutions or in
suspension and impurities and shall be fit for drinking.
9. WORKS INVOLVING USE OF CEMENT AND STEEL
Cement and steel for
use in the works should be procured by the contractor from the authorised /approved
manufacturers/their authorised dealers/ authorised stock yards which should
conform to IS Specifications and special conditions of cement and steel.
Cement bags should be
procured preferably in paper / polythene bag packing & should bear the
following information in legible markings:
i) Manufacturer's name.
ii) Registered Trade Mark of manufacturer,
if any.
iii) Type of Cement.
iv) Weight of each bag in kg. or
No. of Bags/Tonne.
v) Date of manufacture,
generally marked as week of the
year/year of manufacture,
e.g. 30/93 which means 30th
week of 1993.
To ensure quality control, test certificates
from the manufacturers should be produced by the contractors which should
conform to the relevant specifications and IS codes (latest specifications may
be incorporated).
Railways may also take
samples during the course of work & get the cement and steel tested to
ascertain their conformity to specifications.
When such sampling is done, it should be as
per specifications laid down in relevant IS Codes.
Tests on
Cement will be as per IS 4031 and any other test as specified by the
Engineer or his representative.
Tests on steel samples will be
carried out as per specifications laid down in relevant IS Codes.
The contractor should
make his own arrangement for proper stacking and storing of cement, reinforcing
bars and structural steel etc. All
material should be protected from any depletion. The reinforcing bars should be
protected from corrosion.
Further
details have been indicated in the Special Conditions (Part-II)
10.
PRESERVATION OF WORK
Contractor should take
all care to preserve the work until taken over by the Railway in good
condition. Contractor is responsible for
handing over of work to the Railway as per scope of contract.
11. EMPLOYMENT OF STAFF
The contract is liable
for cancellation if either the contractor himself or any of his employee is
found to be a person of Gazetted rank of Engineering Department which includes
Civil, Mechanical, Electrical, Signal & Telecommunication Departments of
Railways whether pensionable or non-pensionable who after retirement has sought
engagement as contractor for or in connection with the execution of public
works whether on Railway, P.W.D. or
Defence Forces or as an employee of such contractor
within 2 years of his retirement without obtaining the
permission of the President of India before taking up such
engagement or employment.
12. The Contractor shall
employ the following
technical staff during the
execution of thE work:-
i) Atleast one graduate engineer when the
cost of the work to be executed is Rs.15 Lakhs and above.
ii) Atleast one qualified diploma holder
when the cost of the work to be executed is more than Rs.5 Lakhs, but less than
Rs.15 Lakhs.
Technical staff should be available at site whenever
required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the
technical staff as aforesaid, he shall be liable to pay a reasonable amount to
the Railways not exceeding a sum of Rs.2000/- (Rupees Two Thousand only) for
each month of default in case of graduate engineer and Rs.1000/- (Rupees One
Thousand only) for each month default in case of diploma holder.
The
decision of the Engineer-in-charge as to the period for which required
technical staff was not employed by the contractor and as to the reasonableness
of the amount to be deducted from the contractor, shall be final & binding
on the contractor
13. INSPECTION REGISTERS AND RECORDS
The contractor shall
maintain accurate records, plans and charts showing the dates and progress of
all main operations and the Engineer shall have access to this information at
all times. Records of tests made shall
be handed over to the Engineer's representative after carrying
out the tests. The following registers
will be maintained at site, by the Railways representative.
i) Site Order Register -
The contractor shall
promptly acknowledge orders given therein by the Engineer or his representative
or his superior officers and comply with them.
The compliance shall be reported by the Contractor to the Engineer in
good time so that it can be checked.
ii) Cement Register -
This register will be maintained to
record daily receipt and consumption of the cement duly indicating the balance
quantity. The quantum of the work done for the cement issued on a particular
date will also be maintained.
iii) Steel Register -
This register will record the
receipts of steel items and details of reinforcements and members wherever
steel is used.
iv) Labour Register -
This register will be
maintained to show daily strength of labour in different categories employed by
the contractor.
v) Log Book of events -
All events are required to be
chronologically logged in this book date and shift-wise.
vi) Material Passing & Testing Register -
Register will show material brought
at site, passed, rejected etc. with quantity, specifications & test results
etc.
All registers at item (i) to (vi)
mentioned as above will be maintained by the representative of the Engineer and
signed by the contractor. Any other registers considered necessary by the
Engineer, shall be maintained at site in which the representative of the
Engineer and the contractor will have to sign.
The registers, proforma charts, etc. will be the property of the
Railway.
Registers as mentioned above will
have to be maintained depending on the scope of the work as prescribed by
Engineer at site.
14. SAMPLING AND TESTING
Contractor
shall establish a field laboratory at site of work at his cost providing
necessary facilities for performing routine type tests such as physical
properties of cement, bricks, aggregate, water, concrete including its crushing
strength to the satisfaction of the Engineer-in-charge. He will also arrange
for the testing of physical/ chemical properties of reinforcement steel used by
him from Govt. approved test houses/Engineering Colleges to establish the
quality of steel bars used. He shall
ensure that equipments provided are of latest specification and are in good
working order and got calibrated at the laboratory. The contractor shall get certain percentage
of samples tested at other approved laboratories as may be directed by the
Engineer-in-charge as confirmatory tests at his own cost.
15. VARIATION
IN EXTANT OF CONTRACT:
15.1 MODIFICATIONS TO CONTRACT TO BE IN
WRITING :
In
the event of any of the provisions of the contract requiring to be modified,
after the contract documents have been signed, the modifications shall be made
in writing & signed by the Railway and the contractor, and no work shall
proceed under such modifications unless this has been done. Any verbal or
written arrangement abandoning modifying extending, reducing or supplementing
the contract or any of the terms thereof shall be deemed conditional and shall
not be binding on the Railway unless and until the same is incorporated in
formal agreement and signed by the Railway and the contractor, and till then
the Railway shall have the right to repudiate such arrangement.
15.2 POWER OF MODIFICATIONS TO CONTRACT :
15.2.1 The Engineer on behalf of the Railway shall be
entitled to order in writing to enlarge or extend, diminish or reduce the works
or make any alterations in their design, character, position, site, quantities,
dimensions or in the method of their execution or in the combination and to
order any additional works to done or any works not to be done & the
contractor will not be entitled to any compensation for any increase/reduction
in the quantities of work but will be paid only for the actual amount of work
done.
15.2.2 Unless
otherwise specified in the special conditions of the contract, the accepted
variation in quantity for each individual item of the contract would be upto
25% of the quantity originally contracted. The contractor shall be bound to
carry out the work at the agreed rates and shall not be entitled to any claim
or any compensation whatsoever upto the limit of 25% variation in quantity of
individual items of work.
15.2.3 In
case the value of contract goes beyond 25% of the original agreemental value,
for the first 15% increase in the value beyond 25% of the agreemental value,
the rates will have a reduction of 2% in the incremental value of the agreement
and for the next 10% increase in the value rates will have an additional
reduction of 2% in the further incremental value of the agreement.
15.2.4 Execution
of quantities beyond (+) 50% of the overall agreemental value, if found
necessary, shall be through fresh tenders or by negotiating fresh rates with
existing contractor as per procedure laid down by Railway Board.
15.2.5 For
variation in value beyond (-) 25% (Minus Twenty Five percent) of the
agreemental value, the work shall be done at the same rates, terms and
conditions by the contractor.
15.2.6 In
case of vitiation due to variation in quantities the amount by which vitiation
occurs will not be payable to the tenderer/contractor.
15.3 VALUATION OF VARIATION:
15.3.1 The enlargement, extensions, reductions, alterations or additions
referred to in of this clause shall in no degree, effect the validity of the
contract but shall be performed by the contractor as provided therein and will
be subject to the same conditions, stipulations and obligations as if they had
been originally, and expressly included and provided for in the specifications
and drawings and the amount to be paid therefore shall be calculated in
accordance with the accepted schedule of rates. Any extra item/quantities of
work, falling outside the purview of the provision this clause above shall be
paid for at the rate determined under clause-39 of General Conditions of Contract.
16.
SALES TAX/COMMERCIAL TAX/TURNOVER
TAX IN WORKS CONTRACT
The element of sales tax/commercial
tax/turnover tax in works contract, if any, shall be considered to be included
in the rates quoted by the tenderer/s in the tender schedule. Sales tax /commercial tax/turnover tax on
works contract will be recovered from the contractors bill at the rate as
applicable as per rules framed by State Govt. from time to time and remitted to
the State Govt. by the Railways.
17 TAXES,ROYALTIES AND
PATENT RIGHTS.
17.1
All
rates quoted in the tender shall be deemed to be inclusive of all taxes,
royalties payable by the contractor/s to the Govt. or public body or local authority
and no additional amount will be paid or claim entertained on this account by
the Railway. Contractor shall not have
any claim whatsoever as a result of the increase in the rates for such
royalties, taxes, duties, or any other forms of levies etc. Concessional Sales Tax Form and Octroi
Exemption Certificate will be issued to Contractor on his specific request, if
legally permissible.
17.2
The
contractor shall defray the cost of all royalties, fees and other payments in
respect of patents, Patent rights and licences which may be payable to patented
licensee or other person or corporation and shall obtain all necessary
licences. In case of any breach (whether
willfully or inadvertently) by the contractor of this provision, the contractor
shall indemnify the Railway and its officers, servants, representatives against
all claims, proceedings, damages, cost charges, loss and
liability which they or any
of them may sustain incur or be put to
by reason or
inconsequence of, directly or indirectly, any
such breach and against payment of any royalties, damages or
other moneys which the Railway may have to make to any
person or paid in total
to the patent rights in respect of the
users of any
machine, instructions, process,
articles, matters or thing
constructed, manufactured,
supplied or delivered by the
contractor to his order under
this contract.
17.3
PAYMENT OF ROYALTY CHARGES
All payment of royalty charges etc. to the State
Government in connection with extraction and supply of rubble/stone
ballast/sand and earth, from other than Railway land acquired by Railways under
Land Acquisition Act-1985, have to be borne and paid by the contractor.
The Railways in consultation with the respective State
Governments will confirm percentage of Royalty Charges to be recovered for
supply of minor minerals. The Railway
Administration is entitled to deduct from the contractors and keep in deposit
such amount equal to the proportionate Royalty Charges from each on account
bills and the same will be released as and when the contractor submits a
receipt/documents/clearance certificate certifying that Royalty Charges have
been paid by the Contractors, relating to the contract.
The contractor will be
required to obtain a final Royalty clearance certificate from the concerned
State/Revenue Authorities/Collector and produce the same to concerned office of
West Central Railway after completion of supply but before the release of final
bill. If in any case the contractor
fails to produce the clearance certificate for Royalty Charges, final bills
will be passed after retaining an amount equal to the amount of unpaid Royalty
charges, as intimated by the Revenue Authorities/Collector or as calculated on
the basis of relevant Rates, for payment of Royalty Charges applicable to the
area. No claim regarding interest
charges for delay in payment of the retained amount on Royalty account shall be
entertained.
The retained amount will
be released, at the discretion of the administration, on production of clear
Bank Guarantee covering the amount so with held towards Royalty Charges/State
taxes.
17.4 Form
for availing concessional sales tax for supply to Government Deptt. will be
issued for supply contracts only on request of contractor if legally
permissible.
18. Permit
or Parwana
The contractor will at
his own expense obtain such permits or parwana from whomsoever necessary for
carrying out work or for any other purpose as may be necessary to enable
him to
perform his part of the contract. The Railway Admn. will not
under any circumstances be liable to obtain any permit or parwana whatsoever, for the contractor.
19.
STORAGE OF INFLAMMABLE ARTICLES
No inflammable
materials, such as petroleum oil etc.
within the meaning of the Indian Petroleum Act and Indian Explosives Act shall
be stored at site or adjacent land until the approval
of the Railway and necessary
licence under the Act has been obtained by the Contractor. All due precautions as required under the
Act shall be taken by the contractor.
20. (A) ANTI-LARVAL
WORKS
The contractor/s shall at his/their
cost carry out all anti-larval works as per the Bye/laws of the local
authorities concerned or as may be directed by the Engineer during the
execution of the work/s under this contract. If the contractor/s fails to carry out such
work/s the Railway may carry out the same and recover the cost thereof from the
contractor/s in the same way, as other Railway amounts are recoverable.
(B)
ANTI-MALARIA PRECAUTIONS
Every
precaution shall be taken by the contractor to prevent the breeding of
mosquitoes on the works during construction and all receptacles used for the storage of water must be
suitably protected for this purpose or must be emptied at close of the work
every day.
20.
SERVICE ROADS AND APPROACHES
The rates for all items of
the schedule shall be inclusive of the cost of all arrangements for crossing
all obstructions to be crossed in the course of the work over land or across
water and the cost of providing and maintenance of approach and/or service
roads as may be necessary for bringing and removing the plants, machinery and
material to and from the site of work including rent for use and/or
compensation for damage if any to intervening private land traversed by such
approach/service roads, and including cost of acquisition of land, if required
for the
purpose. The contractor will be
permitted to make use of available service roads of the Railways free of
cost. Railway reserves the right to
make use of the contractors service road without paying any charges to
him.
22. RATES
Tenderer should note that the rates
quoted shall embrace all operations necessary for the satisfactory completion
of the work and shall include all charges for handling, transport, lead, lift,
labour, housing, sanitation, water supply, materials, fuel, tools and plants,
electric power, workshop facilities, machinery, security, lighting etc. and any
other expenses of every kind.
23.
SAFE WORKING METHODS
The contractors shall at all times,
adopt such safe methods of working as will ensure safety of structures,
equipment and labour, Safety Rules that should be adhered to are given as
guidelines in Appendix "A". If
at any time, the Railway finds the safety arrangements inadequate or unsafe,
the contractor shall take immediate corrective action as directed by the Rlys
representative at site. Any directions
in the matter shall in no way absolve the contractor of his sole responsibility
to adopt safe working methods. The
contractor is responsible for providing skilled personnel and adequate expert
supervision so as to ensure complete safety.
24.
WORKING HOURS
24.1
The
contractors attention is drawn to clause 23 of the General Conditions of Contract
which stipulates that he shall not carryout any work between sunset and sunrise
without the previous permission of the Engineer. However, on receipt of request in writing by
the contractor, the Engineer may grant permission for doing works after sunset
if he is satisfied that the contractor arrangements for so doing the work will
ensure quality and workmanship and will also ensure safety of workmen and
structures. The contractor will be
primarily responsible to fulfil these conditions during the execution of works.
It will be his responsibility to
provide adequate lighting at all working places as well as to ensure safety
during working. He will also appoint, if
necessary, men to keep watch of the temporary structures during the progress of
the work at night.
24.2 If the Engineer is
satisfied that the work is not likely
to be completed in time except by resorting to
night work, he may
suo-moto order the contractor to carry out the works
even at night without conferring any rights on
contractor for claiming
any extra payments
for the same.
The contractor will be responsible to comply with all the directions and
instructions given by the Engineer in this regard.
25. NOTICE TO PUBLIC BODIES
The contractor shall
give to the Municipality, Police and other authorities all notices that may be
required by the law and obtain all requisite licenses for temporary
obstructions, enclosures and pay all fees, taxes and charges which may be
livable on account of his own operation in executing the contract. He should make good any damage to adjoining
premises whether public or private and provide and maintain any light etc. required
in night.
26. FIGURES
& DIMENSIONS
Figures and dimensions
on drawings shall supersede measurements by scale and drawings to a large scale
shall take precedence over those to a smaller scale.
27. PLEA
OF CUSTOM
The plea of `Custom' prevailing will
not on any account be permitted as an excuse for infringement or any of the
conditions of contract or specifications.
28.
LEGAL CHARGES
A fee of Rs.200/- per legal document like
partnership deed or power of attorney executed before or after the execution of
the contract will be recovered from the contractor for obtaining legal advice
of the Law Officer.
29.
CARE OF STAFF
The Railway will provide no
quarters for accommodation of the contractor or any of his staff employed on
the work. The contractor may be allowed to erect any labour camps for housing
the labour at or near the site work on available Railway land. The contractor shall at his own cost make
all necessary and adequate arrangements for the importation, feeding and
preservation of the hygiene of his staff.
The contractor shall permit inspection at all times of all sanitary
arrangements made by him, by the Engineer or his assistant or the Medical staff
of the Railway. If the contractor fails
to make adequate medical and sanitary arrangements these will be provided by
the Railway and the cost thereof, will be recovered from the contractor.
30. FIRST-AID
The contractor shall maintain in a
readily accessible place first-aid appliance including adequate supply of
sterilised dressing and sterilised cotton wool.
The appliances shall be placed under the charge of responsible person
who shall be readily available during working hours.
31(A) .
FORCE MAJEURE CLAUSE:-
If at any time during the
continuance of this contract, the performance in whole or in part by either
party of any obligation under this contract shall be prevented or delayed by
reason of any war, hostility, acts of public enemy, civil commotion, sabotage,
serious loss or damage by fire, explosions, epidemics, strikes, lockouts or
acts of God (hereinafter referred to events) provided, notice of the
happening of any such event is given by either party to the other within 21
(Twenty one) days from the date of occurrence thereof, neither party shall by
reason of such event, be entitled to terminate this contract nor shall either
party have any claim for damages against the other in respect of such
non-performance or delay in performance, and works under the contract shall be
resumed as soon as practicable after such event has come to an end or ceased to
exist. The works/completion period shall
be extended by the Railway Administration for this period without any penalty.
31.(B) DAMAGE, ACCIDENTS OR FLOODS OR TIDES
The contractor shall take all precautions against damages from
accidents, floods or tide. No
compensation will be allowed to the contractor for his tools, plants,
materials, machines and other equipment lost or damaged by any cause
whatsoever. The contractor shall be
liable to make good the damages to any structure or part of a structure, plant
or material of every description belonging to the Railway Administration, lost
or damaged by any cause during the course of contractor's work.
The Railway Administration will not
be liable to pay to the contractor any charges for rectification or repairs to
any damage, which may have occurred from any cause whatsoever, to any part of
the new structures during construction.
No claims in this regard will be arbitrable.
32.
TRESPASS
The contractor shall at all times be
responsible for any damages or trespass committed by his agents and workmen in
carrying out the work, unless such trespass is authorised by the Engineer.
33.
Code Nos. description and rates
given in the schedule
are based on the Standard
Schedule of Rates-1990. Any
discrepancies noticed at any time during the execution, currency of the work in
wording, rates, quantity of cement etc. should be rectified by reference to the
printed schedule which shall be treated as authoritative and binding on the
contractor. The notes appearing at the
beginning of each of the relevant chapters of the Central Railways Standard
Schedule of Rates-1990 except as modified by these special conditions will be
applicable to this contract, both for standard schedule and non-schedule items.
34. PROVISION
OF PAYMENT OF WAGES ACT & CONTRACT LABOUR (REGULATION & ABOLITION ACT)
(1)
The
contractor shall comply with the
provisions of the payment of
Wages Act-1923 and the rules made there under in respect of all employees
directly or through petty contractor, sub-contractor employed by him in the
works and the Contract Labour
(Regulation and Abolition) Act, 1970 and
the Contract Labour (Regulation and Abolition)
Central Rules, 1971 as modified
from time to time, wherever applicable and shall also
indemnify the Railway from and against any claim under the aforesaid Acts and the Rules.
(2) The contractor shall obtain valid licence
under the aforesaid Act as modified
from time to time before the commencement of the work and continue to have a
valid licence until the completion of the work. Any failure to fulfill this requirement
shall attract the penal provisions of the contract arising out of the resultant
non-execution of the work.
(3) The contractor shall pay to labour
employed by him
directly or through sub-contractors the wages as
per provisions of the aforesaid Act and
the Rules wherever applicable. The contractors shall not withstanding the
provisions of the contract to the contrary, cause to be paid the wages to
labour indirectly engaged on the work including any engaged by his
sub-contractors in connection with the said work, as if the labour had been
immediately employed by him.
(4) In respect of all labour directly
or indirectly employed
in the work for performance of the
contractor's part of the contract, the
contractor shall comply with or
cause to be complied with the provisions
of the aforesaid Act and the
Rules wherever applicable.
(5)
In
every case in which by virtue of the provisions of the aforesaid Act or the
Rules, the Railway is obliged to pay any amount of wages to a workman employed
by the contractor or his sub-contractor in execution of the work or to incur
any expenditure in providing welfare and health amenities required to be
provided under the aforesaid Act and the Rules or to incur any expenditure on
account of the contingency liability of the Railway due to the contractors
failure to fulfil his statutory obligations under the aforesaid
Act or the Rules and Railway
will recover from the contractor the amount of wages so
paid or the amount of expenditure so
incurred and without prejudice to the
rights of the Railway under Section 20 Sub-section (2)
and Section 21 Sub-section (4) of
aforesaid Act.
The
Railway shall be at liberty
to recover such amount or part
thereof by deducting it
from the security deposit and/or
from any sum due by the
Railway to the contractor whether under the contract or otherwise. The Railway shall not
be bound to contest any claim made
against it under sub-section (1) of Section 20 and Sub-section
(4) of Section 21 of the aforesaid Act
except on the written request of the
contractor and upon his giving to the Railway
full security for
all cost for which the Railway
might become liable in contesting
such claim. The decision
of the Railway regarding the amount actually recoverable from the contractor as stated above,
shall be final and binding on the contractor.
( 6) If the
contractor is a
co-operative labour contract,
Society / Vendor Co-operative
Society, there shall be no element of
contractor or ex-contractors in that Society in any capacity nor shall
there be any close relative of the
Contractor or ex-contractor associating with the Society as
an office bearer. The Railway
administration reserve the right to terminate the
con tract of the Society at any time without any reason after giving
notice of calendar month, in case of breach of the above clause.
35.
CLAIMS
35.1
The
contractor shall put up his claim as per clause
43 of the General Conditions of Contract during the progress of work
and not after completion of the
work. All such claims shall be settled promptly during
the progress of the work.
35.2 The contractor shall not be
entitled to make any claim whatsoever against the Railway under or by virtue of
or arising out
of this contract, nor shall the Railway entertain
or consider any such claim, if made by the contractor after he have signed a `No Claim Certificate' in
favour of the Railway,
in such form as shall be required by
the Railway after the
works are finally measured. The Contractor shall be debarred from
disputing the correctness of the items covered by No Claim Certificate or
demanding a reference to arbitration in respect thereof.
35.3 Clause 39 of General
Conditions of Contract is replaced by the revised Clause as under(Boards
letter No.78/WI/CT/34(Rev.Co.)
dt.15-1-1979 :-
Any item of
works carried out by the contractor on
the instructions of the Engineer
which is not included in the accepted
Schedule of Rates shall be
executed at the
rate set forth
in Schedule of
Rates -1990 (Central Railways)
modified by the tender
percentage and where such items are not contained in
the latter work will be done
at the rates agreed upon between the
Engineer and the Contractor before the execution of such items of work and
the contractor shall be bound to
notify the Engineer at least seven
days before the necessity arises for the execution of such items
of work that the accepted
schedule of rates does not include a rate or rates for the extra work
involved. The rates payable for such items shall be decided at the meeting to
be held between the Engineer and the
contractor in as short period as possible
after the need for the special items has come to the notice. In case,
the contractor fails to attend
the meeting after
being notified to do so or in the
event of no settlement being arrived at the Railway shall be entitled to execute the
extra works by
other means and the contractor
shall have no claims or loss or
damage that may result from such procedure.
Provided always that if the contractor shall commence
work or incurs any expenditure in regard there-to-before the
rates shall be determined as lastly here-on-to for-mentioned, then and in such a case the
contractor shall only be entitled to
be paid
in respect of the work carried out or expenditure incurred by him
prior to the date of
determination as aforesaid according to rates as shall be
fixed by the
Engineer. However, if the
contractor is not satisfied with the decision of the Engineer in this respect he may
appeal to the Chief
Engineer within 30 days of
getting the decision of
the Engineer, supported by
analysis of the rates claimed. The Chief
Engineer's decision after hearing both the parties in the matter, would be
final and binding on the contractor and the Railway.
36. SETTLEMENT OF
DISPUTES
36.1 The
disputes will be settled under the Arbitration Act 1996. The successful
tenderers shall put up his/their claim as per clause 43 of the General
Conditions of the Contract during the progress of work and not after completion
of the work. All such claims and dispute shall be settled promptly during the
progress of the work. The final authority for giving the decision on claim and
dispute put up by the tenderers/contractors shall be the Chief Engineer, West
Central Railway,
36.2 The
provision of the clause 63 & 64 of the General conditions of contract
will be applicable only for settlement of claims of dispute/(s) between the
parties for value less than or equal to 20% of the value of the contract. When
claims or disputes are of the value more than 20% of the value of contract,
provision of clause 63 & 64 and other value and clause of the general
conditions of contract will not be applicable and arbitration will not be
remedy for settlement of such disputes.
36.3 The
contractor/s shall not be entitled to ask for reference to arbitration, before
the completion of the work assigned to him/them contract. The contractor/s
shall seek reference to arbitration to settle the disputes only once within the
ambit of condition above.
36.4 The
contractor/s shall not be entitled to make any claim whatsoever against the
railways under or by virtue of or arising out of this contract, nor shall the
Railway entertain or consider any such claim, if made by the contractor/s after
he/they shall have signed NO CLAIM CERTIFICATE in favour of the
Railway, in such form as shall be required by the Railway after the work are
finally measured up. The contractor/s shall be debarred from disputing the
correctness of the items covered by No Claim Certificate or demanding a
reference to arbitration; in respect thereof after clear no claim as given by
contractor the dispute if any will not be arbitrable.
36.5 These
special conditions shall prevail over existing clause 63 & 64 of the
General conditions of contract other than provision relating Excepted
Matters. For settlement of disputes between one Government Deptt. And another
or between the Government Department and Public Sector undertaking, the
following special conditions shall be applicable.
36.6 In
the event of any dispute of difference between the parties hitherto, such
dispute or condition shall be resolved amicably by empowered agencies of the
Government. If such resolution is not possible, then the unresolved dispute or
difference shall be referred to arbitration of an arbitrator to be nominated by
Secretary, Department of Legal Affairs (Law Secretary) in terms of office
Memorandum No. 55/3/1/75/CF dt.
36.7 The arbitration Act, 1996 or the
arbitration clause contained in the General Conditions of Contract shall not be
applicable to the arbitration under this clause. The award of the Arbitrator
shall be binding upon parties in the dispute, provided however, any Party
aggrieved by such award may make further reference for setting aside or
revision of the award to Law Secretary whose decision shall bind the parties
finally and conclusively
CLAUSE 63 &
64 OF G.C.C.
36.8 Clause
Nos. 63 & 64 of General Conditions
of Contract (GCC) have been revised in view
of Promulgation of the Arbitration and Conciliation
Ordinance-1996, as under :- (Rly.Boards
letter No.96/CE-I/CT/29 dt.6-8-1997).
CLAUSE 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 Railway and the Railway shall within 120 days after receipt of the
Contractors 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 Clause 8, 18, 22(5), 39, 43(2), 45(a), 55, 55-A(5), 57, 57(a),
61(1), 61(2) and 62(i) 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 and decisions of
the Railway authority, thereon shall be final and binding on the contractor
provided further that excepted matters and decisions shall stand specifically
excluded from the purview of the arbitration clause and not be referred to
arbitration.
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 expected 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 shall be referred to arbitration and other matters shall not be included in
the reference.
(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
alongwith 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 defense 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.
64 (i) (iii) :
No new claim shall be
added during proceedings by either party.
However, a party may amend or supplement the original claim or defense
thereof during the course of arbitration proceedings subject to acceptance by
Tribunal having due regard to the delay in making it.
64 (i) (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.
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.10,00,000/-
(Rupees Ten Lakhs only), the Arbitral Tribunal consist of a sole
arbitrator who shall be either the
General Manager or a Gazetted Officer of Railway not below the grade of J.A.
Grade nominated by the General Manager in that behalf. The
sole arbitrator shall be appointed within 60 days from the day when a
written and valid demand for arbitration is received by Railway.
64 (3) (a) (ii) :
In cases not covered by
Clause 64 (3) (a) (i), the Arbitral Tribunal shall consist of a panel of three
Gazetted Rly. Officers not below J.A. Grade, 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 Railway to the contractor who will be asked to suggest to
General Manager upto 2 names out of the panel for appointment as contractors
nominee. The General Manager shall
appoint at least one out of them as the contractors 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.
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 S.A. Grade of other departments
of the Railways for the purpose of appointment of arbitrators.
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.
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.
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 occuring in the award and interpretation
of a specific point of award to tribunal within 30 days of receipt of the
award.
64 (3) (b) (iii) :
A party may apply to
tribunal within 30 days of receipt of award to make an additional award as to
claims presented in the arbitral proceedings but omitted from the arbitrl
award.
64.4 :
In case of the Tribunal, comprising
of three Members, any ruling or 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 including fee of the
arbitrator(s) as per the rates fixed by the Railway Administration from time to
time.
64.7 :
Subject to the
provisions of the aforesaid Arbitration and Conciliation Act-1996 and the rules
thereunder and any statutory modification thereof shall apply to the
arbitration proceedings under this clause.
If any
dispute arises between the parties with respect to this agreement any
application or suit shall be initiated only in the court with the local limits
of whose jurisdiction the West Central Railway, Divisional Head Quarters Office
is situated and both the parties shall be bound by this clause.
18.0 REFUND OF SECURITY
DEPOSIT
No part refund of
security deposit shall be permitted till completion of consultancy contract.
19. The tender is required
to obtain licence from the Assistant Labour Commissioner (Central), Jabalpur
under contract Labour (Regulation & Abolition), Act,1970 and contract
Labour (Regulation and Abolition) Central Rules, 1971.
20. Non compliance with
any of the conditions set forth herein above is liable to result in the tender
being rejected.
37. SHIFTING OF ELECTRICAL/TELEGRAPH
WIRES/CABLES ETC.
In some stretches, high
tension grid towers/electric / telegraph/ telephone wires or posts etc. may require shifting.
It is
expected that the electric
lines/towers will be
shifted in time, but in case,
there is any delay on
this account suitable extension
in period of completion will be considered and
given to the contractor for only
the affected portion
and no compensation
whatsoever in this respect
or due to the delay thus caused will be payable and contractor has
to adopt such
methods of execution so
as not to cause any
damage to existing
structures, lines etc.
38.
TESTING AND FIELD LABORATORY
38.1 Contractor shall
provide a field laboratory at the site of work for
day-to-day testing at
site during the progress of work.
All the expenditure on this account shall be borne by
the contractor and no extra payment
shall be made by Railway.
38.2
The contractor
shall get a percentage of
samples tested from other approved
laboratories as directed by
Engineer-in-charge for confirmatory test without any extra payment to
the contractor unless otherwise specified in the contract.
38.3
Materials supplied by the
contractor will required to be
tested as required
by the various codes and
specifications at contractors cost.
If additional testing other than
required by specification is ordered by Engineer, the testing charges shall be
borne by the Department, if the results are satisfactory and
will be borne by the contractor,
if the same are found to be
unsatisfactory.
39. FOREIGN
EXCHANGE
Any demand of foreign
exchange for importing of equipments & materials will not be accepted.
40. EMERGENCY WORK
In the event of any accident or failure
occurring in on or
about the work
or arising out of or in connection
with the construction, completion or maintenance of the works, which
in the opinion of the Engineer requires immediate attention,
the Railway may
bring its own workmen or other
agency to execute or partly execute
the necessary work or carryout
repairs if the Engineer considers that the contractor is
not in a position to do so in time and charge the cost thereof to the contractor.
41.
CLEARANCE OF SITE
The contractor after
completion of the work shall clear the site of the work and tidy up the area
and remove leftover materials, debris
etc. In case the contractor fails to do
so, the same will be removed by the Railways and the cost thereof will be
charged to the contractor. Rates of work(s) shall be inclusive of clearing the
site, tidying etc. after completion of the work.
42.
COMPLETION PERIOD
42.1
The
contractor shall have to complete the work in all respects within a period of completion
as mentioned in the tender notice from the date of issue of acceptance of the
tender.
42.2
The
contractor shall strictly adhere to the programme framed by the Engineer or his representative so as to complete the work
within the time allotted to the
Contractor
42.3 The contractor will have to employ labour in
full strength commensurate
with working areas available. He
will also arrange for
materials and equipments to complete
the job most expeditiously within
the stipulated completion period. The Engineer's decision as to what is full
strength will be final and binding on the contractor.
43.
MAINTENANCE OF
WORKS
The contractor shall be
required to maintain the work effectively for a period of 6 (six) months or till the end of first monsoon after the
completion period, which ever is later from the date of completion as
per Clause 47 of the General Conditions
of Contract of Central Railway and no part refund of Security
Deposit shall be permitted during the
maintenance period mentioned above. In
case of construction of building (service / residential), the payment of the
roof slab which directly or indirectly
comes in contact with the rain, these slabs payment should be arranged after
passing of one monsoon period.
44.
PRICE VARIATION.
The rates quoted by tenderers and
accepted by Railway Administration shall hold good till the completion of the
work and no additional
individual claim will be
admissible on account of fluctuation in
market rates, increase in
taxes/any other levies/tolls etc. except that
payment/recovery for overall market situation shall
be made as per price variation clause
in para below.
2. No cognisance will be given for any sort
of fluctuations in taxes and other market conditions etc. for any individual
item for the purpose of making
adjustments in payments. The contract
shall, however be governed by the general price variation clause as under.
3. Adjustment for
variation in prices of
material, labour, fuel, explosives, detonators shall be determined
in the
manner prescribed below :
The
percentage component of various items in a contract on
which variation in prices shall
be admissible shall be :-
|
Sr. No. |
Description |
Earthwork |
Ballast and quarry products |
Tunnelling |
Other Works |
|
1. |
Labour component (P) |
50% |
55% |
45% |
30% |
|
2. |
Fuel component (Z) |
20% |
15% |
15% |
15% |
|
3. |
Other material component (Q) |
15% |
15% |
5 % |
40% |
|
4. |
Explosive component (S) |
- |
- |
15% |
- |
|
5. |
Detonators component (T) |
- |
- |
5 % |
- |
|
6. |
Fixed component (F) |
15% |
15 % |
15% |
15% |
|
|
TOTAL :-
|
100% |
100% |
100% |
100% |
Note :-
Fixed component will not be considered for any price variation.
4. The amount of variation in prices in the
several components (labour,
material etc.) shall be worked
out by
the following formula :-
R x (I -
Io) P
i) L
= -------------- X
------
Io 100
R x (W -
Wo) Q
ii) M
= ----------------- X
------
Wo 100
R x (F - Fo) Z
iii) U
= ---------------- X
------
Fo 100
R x (E -
Eo) S
iv)
X = ----------------- X
------
Eo 100
R x (D -
Do) T
v) N
= ----------------- X
------
Do 100
L -
Amount of price variation in labour.
M -
Amount of price variation in materials.
U -
Amount of price variation in fuel.
X -
Amount of price variation in explosive.
N -
Amount of price variation in detonators.
R
- Gross value of the work done by
the contractor as per
on account bill(s) excluding cost of materials supplied by Railway at fixed price. This will also exclude specific payment, if
any, to be made to the
consultant engaged by the contractors (such payment will be indicated in the contractor's offer).
Io
- Consumer price
Index Number for Industrial Workers. - All
I
- Consumer price Index
Number for Industrial Workers. - All
Wo
- Index Number of
wholesale prices By groups and
Sub-Groups - All commodities - as published in the R. B.I. Bulletin for the base period.
W - Index
Number of wholesale prices By groups and Sub-Groups - All commodities as
published in the R. B.I. Bulletin of the
average price index of 3 months of the
quarter under consideration.
Fo
- Index Number of wholesale
prices By Groups and sub-Groups - for Fuel, Power,
Light and lubricants as published in the R.B.I.
Bulletin for base period.
F
- Index Number of wholesale
prices By Groups for fuel, power, light and
lubricants as published in R. B. I. Bulletin for the average price Index
of 3 months of the quarter under consideration.
Eo
- Cost of explosives as fixed
by DGS&D in the
relevant rate contract
of the firm from
whom purchases of explosives
are made by the contractor for
the base period.
E
- Cost of
explosives as fixed by DGS&D
in the relevant rate contract of the firm from whom purchases of explosives are
made by the contractor for the average
price index of 3 months of the
quarter under consideration.
Do
- Cost of detonators
as fixed by DGS&D in the
relevant rate contract of the firm
from whom purchases of detonators
are made by the contractor for the base period.
D
- Cost of detonators as fixed
by DGS&D in the relevant rate contract of the firm from whom purchases
of detonators are made by the contractor
for the average price index of 3 months
of the quarter under consideration.
P -
% of labour component.
Q -
% of material component
Z -
% of Fuel component.
S -
% of explosives component.
T -
% of detonators component.
NOTE : The index number for the
base period will be the
index number as obtained for the month of opening
of the tender and the quarters will commence from
the month following the month of opening of tender
5. The
adjustment for variation in prices if required shall be
made once every quarter in the on account payments. If more than one on-account payment is made
to the contractor in a quarter the
adjustment, if required, shall be made in each bill.
6. If
the amount of variation in prices, either
upward or downward is less than
5% of the amount payable to the contractor
(excluding (a) cost of cement, steel and other items supplied by the
Railway to the contractor at a fixed price, and (b) specific
consultancy charges as per
accepted offer), no adjustment shall
be made. Further reimbursement/recovery due to
variation in prices
shall be made only for the amount in excess of 5% of the amount payable to the contractor.
7. Price
variation during extended
period of contract :
The price adjustment as worked out
above i.e. either in
crease or decrease will be applicable upto the stipulated date of
completion of the work including the
extended period of completion where such extension has been granted
under Clause 17(1), 17(2)
& 17(3) of the General
Conditions of Contract. However,
where extensions of time has been granted due to contractor's failure under Clause 17(4) of the
General Conditions of Contract. Price adjustment will be done as follows. :-
(a) In case the indices increase above the
indices applicable to the last month or original completion period or
the extended period under Clause
17(1), 17(2) or 17(3) the price adjustment of
the period of
extension granted under
Clause 17(4) will
be limited to the amount payable as per the indices applicable
to the last month of the original completion period of the extended
period under Clause 17(1), 17(2)
or 17(3) of General Conditions of Contract, as the case may be.
(b) In case the indices fall below the
indices applicable to the last month of
the original/extended period of
completion under Clause 17(1), 17(2) or 17(3), as the case may be
then the lower indices
will be adopted for price adjustment for the period
of extension under Clause 17(4) of the General
Conditions of Con tract.
8.
Applicability and ceiling limit for price
variation shall be as follows :
"Price variation
clause will not
apply if the price variation is upto 5%. Reimbursement / Recovery due to variation in prices will be made only for the amount in
excess of 5% of the amount payable to the contractor.
a) Contracts
upto one year.
Price variation
clause will not be applicable.
b) Contracts
between 1 to 2 years' duration
The total amount of
reimbursement/recovery due to variation
in prices of the several components shall be limited to 10% (i.e. 15 - 5% floor price) of the amount
finally payable to the contractor subject to Note below.
c) Contracts
of more than 2 years' duration
The total amount of
reimbursement/recovery due to variation
in prices of the several components shall be limited to 20% (25% - 5% floor price) of the amount
finally payable to the contractor
subject to Note below.
NOTE
(1) Materials supplied free by the Railway
to the contractors will not form part of the value of the contract entered into
and will fall outside the purview of the price variation clause.
(2) Duration
of the contract shall be
prescribed in the
tender documents at the time of
inviting tenders and will
not include the extended period
due to extension, if any, given."
45. It is necessary for the contractor
to utmost care in executing the work as per specifications laid down. To
facilitate the work of quality control the contractor shall arrange for
following equipments of approved make before commencement of the work: -
(i) Cube,
testing machines - 1 No.
(ii) Dumpy
level - 1
No.
(iii) Theodolite - 1
No.
The above mentioned equipments should be
brought in new brand condition and shall be kept at the work site only till the
completion of the work.
INCOME TAX RETURN CERTIFICATE
Name and style (of
the company, firm HUF or Individual) in which the applicant is assessed or
assessable to Income Tax for the purpose of assessment.
Name and address of
all companies, firms of association of persons in which the applicant is
astatically interested in individual or fiduciary capacity.
NOTE - For the purpose of clause (2) above the works substantially
interest would have the same meaning as in explanation to section 40A (2).
(a) The Income Tax
circle/ward/district in which the applicant is assessed to Income Tax and the
permanent Account No.
(b) In the case partner
ship firm.
|
Name of the
partner |
Address |
Permanent
Account No. |
Income Tax
circle/ ward assessed |
|
|
|
|
|
The following
particulars are to be furnished concerning the Income Tax assessment for the
proceeding five years.
|
Year |
Total Income
Assessed |
Tax Demanded |
Tax Paid |
Balance due |
|
1998-99 |
|
|
|
|
|
1999-2000 |
|
|
|
|
|
2000-2001 |
|
|
|
|
|
2001-2002 |
|
|
|
|
|
2002-2003 |
|
|
|
|
West Central
Railway
1.0 Whether any penalty
for concealment has been imposed under the provisions of the Income Tax Act
1961 of Wealth Tax Act, 1957 on or after 1st April, 1975.
(i) If the answer is in
affirmative, give the date, amount of penalty imposed and section under which
imposed.
(ii) Whether any appeal
has been filed against the penalty order before he appellate Assistant
Commissioner of Income Tax or before the Income Tax Appellate tribunal. If so,
the result there of alongwith the date of appellate order.
(iii) Whether convicted for
an confines the meaning of section 277 of Income Tax Act, 1961 or under section
36(2) of the Wealth Tax Act, 1957 or under section 199/200 of the Indian Penal
Code. If so, the date of the date conviction order.
(iv) Details of total
contract amount received by the applicant whose name is mentioned against (I)
above during the proceeding five accounting years.
|
Name of
Various |
Assessment
Year |
Total contract
amount received |
The name of
the authority or person form which amount are received |
|
|
|
|
|
2.0 In case there has been
no Income Tax assessment in any year, whether returns have been submitted under
section 139 (1) 139(2) and 133 of the Income Tax Act, 1961 or tax has been paid
in advance under section 210(3) of the Income Tax Act, 1961 and if so, the
amount of Income returned for each year and tax for each of the four years
mentioned above and the Income Tax circle/District concerned where such returns
have been filled given reasons for the same.
West Central
Railway
|
Assessment
Year |
Income
Returned |
Tax paid on
self assessment U/S 140A |
Tax pain in
advance U/S 210 |
Date of payment |
|
199 |
|
|
|
|
|
199 |
|
|
|
|
|
2000 |
|
|
|
|
|
2001 |
|
|
|
|
|
2002 |
|
|
|
|
|
2003 |
|
|
|
|
3.0 Whether any attachment
or certificate proceedings are pending in respect of the arrests.
4.0 The name and address
of branch(es), if any.
I declare that the
above information is correct and complete to the best of my information and
belief.
(Signature of
the Contractor)
Address :
______________________________________
______________________________________
______________________________________
Date :
Registration No. ____________________________________
Note : 1. Tax in column 3 & 4 of
2. It any tax remains
unpaid reasons should be explained in an attached statement.
West Central
Railway
(TO
BE FILLED IN BY INCOME TAX OFFICER)
I hereby certify
that :
(i) The information
contained in this application has been verified from the assessment records and
found correct.
(ii) The assess has paid
all tax demands due other than those which have been stayed by the competent
authority.
(iii) The assesses has been
Co-operative with the department in facilitating type completion of the pending
assessment.
(a) The period of three
years has expired from the date of Appellate order of the Income Tax appellate
Tribunal confirming or partially confirming the penalty levied on or after
1.4.75 under section 271(1) (c) of the Income Tax Act, 1961 or under section
18(1) (c) of the Wealth Tax Act, 1957.
OR
In case where no
appeal has been filled by the assesses against the penalty imposed on or after
1.4.75 under section 271(1) (c) of the Income Tax Act, 1961 or under section 18
(1) (c) of the Wealth Tax Act, 1957 the period three years expired from the
date of the imposition of the penalty.
(b) The period of three
years has expired from the date of the order of conviction on or after 1.4.75
under section 277 of the Income Tax Act, 1961 under section 56 (1) of the
Wealth Tax Act, 1975 or under section 199/200 of the Indian Penal Code.
NOTE : Delete which ever is in applicable in the above certificate.
Date :
Signature
of I.T.O.
Circle/Ward
Seal
APPENDIX-`A'
SAFETY RULES
1. Suitable
scaffolds should be provided for workmen for all works that cannot safely be
done from the ground or from solid construction except such short period work
as can be done safely from ladders. When
a ladder is used an extra labourer shall be engaged for holding the ladder and
if the ladder is used for carrying materials as will, suitable foot-holds and
hand holds shall be provided on the ladder and the ladder shall be given an
inclination not steeper than one horizontal to four vertical.
2. Scaffolding
or staging more than 3.5 metres above the ground or floor swung or suspended
from an overhead support or erected with stationary support shall have a guard
rail properly attached bolted, braced and otherwise secured above the floor or
platform of such scaffolding or staging and extending along the entire length
thereof with only such opening as may be necessary for the delivery of materials. Such scaffolding or staging shall be so
fastened as to prevent it from swaying from the building or structure.
3. Working platform gangways and
stairways should be so constructed that they should not sag unduly or
unequally, and where the height of the platform or the gangway or the stairway
is more than 3.5 meters above ground level or floor level, they should be
closely boarded, should have adequate width and should be suitably fastened as
described in the para above.
4.
Safe means of access shall be
provided to all working platforms and other working places. Every ladder shall be securely fixed. No portable single ladder shall be over 10
meters in length while the width between side rails in swung ladder shall in no
case be less than 300 mm for ladder upto and including 3.5 metres in
length. For longer ladders this width
should be increased by at least 20 mm for each additional metre of length. Uniform steps spacing shall not exceed 300
mm. Adequate precautions shall be taken
to prevent danger from electrical equipment.
No materials on any of the sides of work shall be so stacked or placed
as to cause danger for inconvenience to any persons or the public.
The contractor shall provide all
necessary fencing and lights to protect the public from accident, and shall be
bound to bear the expenses of defense of every suit action or other proceedings
at law that may be brought by any persons for injury sustained owing to neglect
of the above precautions and to pay any damages and cost which may be awarded
in any such suit action or proceedings to any such persons or which may with
the consent of the contractor be paid to compromise any claim by any such person.
5. Before any demolition work is
commenced and also during the process of the work: -
(a) All
roads and open areas adjacent to the work site shall either be closed or
suitably protected.
(b) No electric cable
or apparatus which is liable to be a source of danger over a cable or apparatus
used by the operator shall remain electrically charged.
(c)
All practical steps shall be taken to prevent danger to persons employed from
risk of fire or explosion of flooding. No floor, roof, or other part of the
building shall be so overloaded with debris or materials as to render it
unsafe.
6.
All
necessary personal safety equipment as considered adequate by the
Engineer-in-charge should be kept available for the use of the persons employed
on the site and maintained in a condition suitable for immediate use and the
contractor should take adequate steps to ensure proper use of equipment by
these concerned.
(a) Workers employed on mixing asphalt
materials, cement and live mortar shall be provided with protective
goggles.
(b) These engaged in white washing and mixing or attacking of cement
bags or any materials which is injurious to the eyes shall be provided with
protective goggles.
(c) Those engaged in welding works shall be provided with welders
protective eyesight lids.
(d) Stone breakers shall be provided with protective goggle and
protective clothing and seated at sufficiently safe intervals.
6A. In case the contractors have to ply
vehicles for the purpose connected with the contract adjacent to Railway track
the Railway Administration will be at liberty to post an experienced staff as
flag man for guidance of the movements such vehicles so as to prevent accidents
and the contractor will bear wages including all etc. of the staff posted as
flag man for the period of Contract for such periods during which such staff is
posted for the purposes. The Rly. Administration will be sole judge in the
absolute discretion, of the fact that it is necessary to post any staff, that
which of the staff will be suitable for the purpose, that what should be the
wages and other allowance payable by the contractor for staff posted for the
purpose. The Rly. Administration will have a right without
prejudice to other remedies to deduct the wages etc. of such staff from the
bills of the contractor in respect of this contract of from any moneys or the
contractor whatsoever available with the Railway Administration. The contractor will be liable for any over
payments under Workman Compensation Act on account of any injury sustained to
Railway servant during that period.
7. When the work is done near any place where
there is risk of drowning, all necessary equipment should be provided and kept
ready for use and all necessary steps taken for prompt rescue of any persons in
danger and adequate provision should be made for prompt first aid treatment of
all injuries likely to be sustained during the course of the work.
8. Use
of hoisting machines and tackle including their attachment anchorage and
supports shall conform the following standards or conditions:
(a) (i) These shall
be of good mechanical
construction, sound materials and
adequate strength and free from patent defect and shall be kept in good repair and
in good working order.
(ii)
Every
rope used in hoisting or lowering materials or as a means of suspension shall
be of durable quality and adequate strength and free from patent defects.
(b) Every Crane
Driver or hoisting
appliances operator shall
be properly qualified and no
person under the age of 21 years shall be in-charge of any hoisting
machine including any scaffolding.
(c) In
case of every hoisting machine and of
every cabin ring, shackle, swivel and pulley block used in hoisting or as
means of suspension safe working
load shall be ascertained
by adequate means. Every hoisting
machine and all gear referred to above shall be plainly marked within the safe
working load.
In case of a hoisting
machine having a variable safe working load, each safe working load of the
conditions under which it is applicable shall be clearly indicated. No part of any machinery or any gear referred
to above in this paragraph shall be loaded beyond the safe working load except
for the purpose of testing.
(d) In
case of departmental machine the safe working
load shall be notified by the Electrical Engineer-in-charge. As regards contractors machines, the
contractor shall notify safe working load of the machine to the
Engineer-in-charge whenever he brings any machinery to site of work, get it
verified by the Electrical Engineer concerned.
9. Motors, gearing transmission, electric wiring
and the dangerous part of hoisting appliances should be provided with efficient
safe guards, hoisting appliances should be provided with such means will as
reduce to the minimum the risk of accidental descent of the load, adequate
precautions should be taken to reduce to the minimum the risk of any part of a
suspended load becoming accidentally displaced.
When workers are employed on electrical installations, which are already
energised insulating mats, wearing apparel, such as gloves, sleeves and both as
may be necessary should be provided. The
workers should not wear any rings, watches and carry keys or other materials
which are good conductors of electricity.
10. All
scaffolds, ladders and other safety devices mentioned or described herein shall
be maintained in safe condition and no scaffold ladder or equipment shall be
altered or removed while it is use.
Adequate washing facilities should be provided at or near places of
work.
11. USE OF EXPLOSIVE
Explosive shall not be used on the
work or brought to the site by the contractor without the written permission of
the Engineer. After such permission is
given, the explosives will be stored and used as per extant explosive rules of
the Government of India/State Government.
12.
These safety provisions should
be brought to the notice of all concerned, display on a notice board at a
prominent place at the work spot. The
persons responsible for compliance of the safety code shall be named herein by
the contractor.
13. To
ensure effective endorsement of the rules and regulations relating to safety
precautions, the arrangements made by the contractor shall be opened to
inspection by Labour Officer/Engineer-in-charge of the Department or their
representative.
14.
Precautions while working in the
vicinity of track :-
(a) When the work is required to be done
along or near existing Railway track, the contractors shall take steps as are
necessary for the safety of the track, labour working at site. He/They will also be required to programme
his/their working so as not to interfere with movement of trains. No extra payment shall be allowed for these precautions. It should be ensured that the ballast of the
track is not spoiled or mixed with earth.
(b) In
addition to the precautions taken by the contractors for the safety of the
track and labour, it may be necessary to post flagmen in some locations as
additional safety measure. The
contractor(s) shall be fully responsible for any damage to or trespass caused
by his/their men to surrounding structure, Rly. bears no liability whatsoever
on this account.
15.
Notwithstanding the above clause from (1) to (14) there is nothing in
these to exempt the contract or the operation of any other act or Rule in force
in the
WORKING PROCEDURE
1.
After
getting the acceptance letter, contractor will get the testing of all material
and take approval from the Engineer-in-charge. All material i.e. cement, coarse,
aggregate, fine aggregate, moorum, steel bars, bricks etc. are to be tested.
2.
After
getting the approval of material, approved materials are to be collected at the
site in required quantity.
3.
Labourers,
tools, plants and machinery are to be arranged by contractor.
4.
A
field laboratory is to be provided for testing the concretes, brick and other material.
The following minimum testing
equipments are required: -
|
Sr. No. |
Description |
Quantity |
|
1. |
Cube testing machine (150 tonne capacity) |
1 No. |
|
2. |
Test Cube moulds preferably cast iron 150x150x150 mm size. |
15 Nos. |
|
3. |
Weight balance (a) Counter balance 10 kg capacity with
weight upto 1 gm. (b) Counter balance (Dial gauge type/platform balance 100
kg capacity. |
One set |
|
4. |
I.S. Sieve set (square mesh) 200 mm dia meter frame (40mm,
20mm, 10mm, 4.75mm, 2.36mm, 1.18mm, 600mic, 300mic, 150mic, pan & lid
complete set. |
One set |
|
5 |
Measuring jars 5 litre, 2 litre capacity |
1 no. each |
|
6. |
Measuring cylinder 250 cc capacity. |
2 Nos. |
|
7. |
Slump cone with rod with 16mm dia MS rod 600 mm long one
end rounded |
1 No. |
|
8. |
Bimetallic stem Thermometer (upto 200 0c for taking
temperature.) |
1 No. |
|
9. |
Moisture meter |
1 No. |
|
10. |
Core cutters |
03 Nos. |
|
11. |
Hammer weighing
about 10 kg for driving the core cutters |
01 No. |
|
12. |
Concrete test cube
mould |
6 Nos |
And for the above nothing extra will be paid to the
contractor.
5.
Leveling
instrument, Theodolite etc. with Zero error are to be arranged by contractor
to get the perfect work alignment levels etc., for this nothing extra will be
paid to contractor.
6.
The
arrangement for safety of Office staff of West Central Railway, their labourers
plying their machineries and equipments are to be provided by the contractor
and no extra will be paid to contractor by Railway. Any injury or loss of life
of labour or other people, the contractor is whole responsible.
WORKING PROCEDURE
CONTINUED
1. Contractor will arrange the required
approved materials i.e. cement, sand, aggregate, plasticizer & bricks
design mix report for controlled concrete RCC alongwith test report from Govt.
Engineering College/Polytechnic etc., for completion of work to the
satisfactory of Engineer-in-charge before starting of the work
2. Contractor
will arrange the sufficient nos. of required machinery such as mixer, vibrator,
road roller, tools & plants etc. to the satisfaction of Engineer-in-charge
before starting the work. Contractor will arrange sufficient nos. of skilled
staff such as mason, fitter, carpenters, operators, plumbers etc.
3. Contractor
will arrange the sufficient nos. of Zero error theodolite and leveling
instrument for carrying out the work perfectly for which nothing extra will be
paid to the contractor.
4. Contractor
will arrange the testing equipment and laboratory at site for carrying out the
various measured tests during the execution of work at his own cost. The test
which can not be performed at site shall be carried out at
5. Contractor
is solely responsible for safety of the work, his labours and safety of
employees of office.
6. TELEPHONE FACILITIES:
The
contractor will have to make his own arrangement for providing communication
facilities at the site of work at his own cost (Land line, Mobile Phone,
Intercom and walky-talky). The telephone facilities provided by the contractor
shall be allowed to be used by the Railway staff without any charges.
7.
The
contractor has to provide a
8. AUTO LEVEL:
New
Auto Level Instruments with 32 x magnification of Standard firm as approved by
the Engineer-in-charge, will be brought by the contractor at site for taking
Camber etc., at his own cost.
9. COMPUTER:
The
contractor should provide a new Colour PC of adequate configuration alongwith
Colour printer and other related accessories at site at his own cost, for
submitting computerized weekly progress, contract bills etc. The computer and
its attachments will be handed over to Railway in good working condition after
completion of work.
10. SECURITY:
Being
remote area, all the security arrangements for material, machinery, plants,
equipments, labour and supervisors including Railways inspecting/supervising
officials at working site will be arranged by the contractor at his own cost.
The Railway will provide no security arrangement.
11. DIGITAL VIDEOGRAPHIC RECORDING:
The
successful tenderer will be required to prepare digital video recording of
entire activities such as assembly, erection, launching etc. and edit the same
to cover the duration about three hours. This firm shall pictorially report the
entire activity of the work starting from beginning to end with audio
commentary. Two copies of videos C.D.s shall be handed over to Railway
alongwith necessary details, instructions, and literature. The cost of entire
activities will be borne by the Contractor.
12. COMPLETION DRAWINGS:
On
completion of work, the contractor will submit completion drawing on floppy and
thereafter on clearance of Railways on C.D. for record.
Joint procedure
order
(CE(C)CSTMs letter No. EW/187/R/2165/VIII/ST/ dated
22.8.2000)
Levy of work contract Tax on works contracts in various
status.
That the contractors are liable to pay WCT (works contract
tax) and a registration for the same as required with the sales tax authority of the respective state. It would be further stipulated that if the WCT registration is not
produced within a period of two months of the awarding of the contract, the
first on A/c bill will not be passed.
Royalty on
contractors material
(CE (C)CTL/WRM/2001
dated 30.10.2001)
(Additional para of
clause no. 17.3 for payment of royalty charges)
As per the latest notification, the earth is being treated as
mineral and the royalty is payable, while working on the face value of the
tender, this fact should be taken into consideration.
SETTLEMENT OF DISPUTES
( CE(C)
CSTMs letter No. EW/187/R/465/ Vol. VII
dated 14/18/6/2002)
The provision of clauses 63 & 64 of General Condition of
Contract will be applicable for
settlement for claims or disputes
between the parties for value less than
or equal to 20% of the value of
contract and when claims of disputes or of value more than 20%
of the value of the contract , provision of clause 63 & 64 and other relevant clause
of the General Condition of
Contract will not be
applicable and arbitration will not be a remedy for settlement of such dispute.
Joint
Procedure order
(CE(C)CSTM's
letter no EW/187/R/2165 /VIII /ST/ dated 22.8.2000.)
Levy of works contract -Tax on works
contracts in various status.
That the
contractors are liable to pay WCT and a
registration for the same as
required with
the sales tax authority of the respective state. It would be
further
stipulated that if
the WCT registration is not
produced within a period of two
months of the
awarding of the contract , the first on A/c bill will not be
passed
.
Royalty on contractor's earth
( CE / C / CTL / WRM / 2001 dated
30.10.2001)
As per the latest notification, the earth is
being treated as mineral and the royalty
is payable. While working on the face value of the tender, this fact should be
taken into consideration.
ANNEXURE
II
AGREEMENT
FOR ZONE CONTRACT
CONTRACT AGREEMENT
NO.....................................DATED
............................
ARTICLES OF AGREEMENT made
this...........................day of .........between the President of India
acting through the................................................Railway
hereinafter called the "Railway" of the one part and
....................................................................... hereinafter
called the contractor" of the other part.
WHEREAS the
Contractor has agreed with the Railway during the period of.................months
from..........................to........................for the performance
of:-
(a) New Works,
additions and alterations to existing structures, special repair works and
supply of building materials subject to the contract value for such works not
exceeding Rs.......
(b) All ordinary
repair and maintenance works at any site between kilometer................ and kilometer........................as
will be set forth in the work orders
(which work orders shall be deemed' and taken to be part of this
contract) that will be issued during the said period at..................%
above/below the Schedule of Rates of the West Central Railway / Central Railway
/ Western Railway corrected upto date and Standard Specifications of the
Railway contained in Works Hand Book corrected upto date & Sanitary Works Hand Book corrected
upto date and the special conditions and special specifications if any in
conformity with the drawings (if any) that will be issued with the work order,
aforesaid AND WHEREAS the performance of the said work is an act in which the
public are interested.
NOW THIS
INDENTURE PRESENTS WITNESSTH That in consideration of the payment to be made by
the Railway, the Contractor will duly perform the works set forth in the said
Work Order and shall execute the same with great promptness, care and accuracy,
in a workman like manner to the satisfaction of the Railway and will complete
the same on or before the respective
dates specified therein in accordance with the said specifications and said drawings (if any) and said
conditions of contract 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 duly set forth herein), AND the Railway both here-by
agree that if the Contractor shall duly perform the said work in the manner
aforesaid and observe and keep the said terms and conditions, the Railway will
pay or cause to be paid to the Contractor for the said works on the completion
thereof the amount due in respect thereof at the rates specified above.
Chief
Engineer
CONTRACTOR/S Divisional
Railway Manager (Wks)
Address :
Deputy Chief Engineer(constn)
. Executive
Engineer(Constn.)
. West
Central Railway
Witnesses: For
and on behalf of
THE
PRESIDENT OF
(1)
_________________________
(2)
_________________________
ANNEXURE
III
WORK
ORDER UNDER ZONE CONTRACT
Description of the work
..
.
.
WORK ORDER NO............................DATED ........................................
UNDER CONTRACT AGREEMENT NO .....................................................................DATED................................For
the work of ..............................................
.
Authority...............................................................Allocation...........................................
The
Contractors)............................................................................
is/are hereby ordered to carryout the following works
at................................% above/below the standard schedule of Rates & standard non
schedule items of the Central/west Central/Western Railways, and accepted
individual rates of non schedule items
,corrected upto date .
Date of completion of work
order
.......................................................
The quantities provided herein are
approximate and subject to variation under Clause 42 of the General Conditions of
Contract corrected upto date.
Divisional Railway Manager (Works)
Sr. Divisional /Divisional Engineer
Divisional
Engineer
............ Division
For
and on behalf of PRESIDENT OF
I agree to
complete the works herein set forth on or before the date specified under the
Zone Contract. Agreement herein before referred to in conformity with the
drawings here to annexed and in accordance with the General and Special (if
any) Conditions of Contract corrected upto date and the Standard Specifications
of. Central/west Central/Western Railways and Works hand Book Part III
corrected upto date. I have also submitted the Indemnity Bond of Rs. 100/- in
which my / our Temporary & permanent addresses alongwith the two witnesss
address duly attested by the Notary Public.
I also agree to maintain such works for the period specified below
from the date of completion.
(a) Repair and maintenance work including white/colour washing
three calendar months from date of completion.
(b) All new works except
earth work-Six calendar months from date of completion. Divisional Railway Manager (Works)
Sr. Divisional /Divisional Engineer
Contractors
signature Divisional
Engineer
............ Division
Witness
For
and on behalf of PRESIDENT OF INDIA
Passport size contractors photo

ANNEXURE IV
WEST CENTRAL RAILWAY
CONTRACT AGREEMENT NO
..................................................... DATED. ....................
ARTICLES OF AGREEMENT made this.............................day
of.................
..................... between the President of India
acting through the
West Central Railway here after called the
"railway" of the one part and..................................................................
...............................................here in after called the
"Contractor" of the other part.
WHERE AS the Contractor has agreed with
the Railway for the performance of the works..........................................................................................................................................
.set
forth in the schedule hereto annexed upon the General Conditions of contract
corrected upto date and the specifications of the Central Railway / West
Central Railway /Western Railway contained in the Works Hand Book, Part III,
corrected upto date and Sanitary Works Hand Book corrected upto date and the
schedule of Rates of the West Central Railway / Central Railway / Western
Railway corrected upto date and the special conditions and special
specifications, if any, and in conformity with the drawings here-into annexed
AND WHEREAS the performance of the said works is an act in which the public are
interested.
NOW THIS INDENTURE WITNESSETH that in
consideration of the payments to be made by the Railways, the Contractors will
duly perform the said works in the said schedule set forth and shall execute
the same with great promptness, care and accuracy in a workman like manner to
the satisfaction of the Railway and will complete the same accordance with the
said specifications and said drawings and said conditions of contract on or
before the.........................day of.................................and
will maintain the said works for a period of...................................................................................................................
Calendar months from the certified date of their completion and will observe, fulfill
and keep all the conditions therein mentioned (which shall be deemed and taken
to be part of this contract as if the same has been fully set forth herein),
AND the Railway, both 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 specified in the Schedule hereto annexed.
Chief
Engineer
CONTRACTOR/S Divisional
Railway Manager (Wks)
Address :
Deputy
Chief Engineer(constn)
. Executive
Engineer(Constn.)
. West
Central Railway
Witnesses: For
and on behalf of
THE
PRESIDENT OF
(1)
_________________________
(2) _________________________
ANNEXURE
V
WORK ORDER FOR WORKS
(Valued at over Rs. 10,000/-)
WORK
ORDER NO.................... ............................................ DATED.
..............
Name
of work ......................................................................................................
.
.
Schedule
of
drawings.................................,..,.................................:.....................
Authority
................................................................Allocation
..............................
Mr./Messres....................................................................Contractor/Contractors
having agreed with the Railway is/are hereby ordered to carry out the works setfprth
in the schedule below in accordance with the General Conditions of Contract
corrected upto date and the Standard Specifications of the Central Railway /
West Central Railway / Western Railway contained in Works Hand Book, Part III,
corrected upto date the schedule of rates corrected upto date and special
conditions and special specifications, if any, and in conformity with drawings
annexed hereto at the rates specified in the said schedule and to complete the
same on or before the....................................day
of................................and maintain the said works for the period
of...........................................................................................................from
the certified date of the completion. The quantities set forth in the said
schedule shall be considered approximate and subject to variation under clause 42 of the General Conditions of
Contract.
Sr. Divisional /Divisional Engineer
Contractors
signature Divisional
Engineer
............ Division
Witness
For
and on behalf of PRESIDENT OF INDIA

Passport size contractors photo
CONTRACTOR'S
AGREEMENT
I / we offer to do the work at the rates entered in the
schedule of rates on the reverse which I / we have signed, and I / we
understand that no fixed quantity of work is given to me to do that in starting
work I / we am/are only given a place to work in or to deposit materials on,
and that I / we have no claim to more than one unit of work as entered in the
Scheduled Rates. I / we agree that all works done and materials delivered shall
be subject to the approval of the Engineer in Charge, who may reject and
decline to pay for whatever may be in his opinion inferior or defective or
either and I / we agree that the Standard Specifications contained in the Works
Hand Book Part III, corrected upto date and Sanitary Works Hand Book corrected
upto date of Central Railway / West Central Railway / Western Railway in so far
as they are not over-ruled by items of this agreement, shall be deemed part of
this agreement.
I/we agree that no work under this work order shall be
assigned or sublet without the previous written approval of the tender accepting
authority.
I/we agree that my work may be stopped at any time by the
.Engineer
on his giving me / us or my / our agent on the works seven days notice in
writing and I/we agree that the measurement of my works shall be made by the
Engineer at any time appointed by him in writing subsequent to the expiry of
the said notice and measurement shall be made by him at the said time whether I/
we am/are present or not and that on payment for work done and approved
materials delivered at site of work as ascertained by the said measurement, I
shall have no further claim against the Railway and I/we agree that any dispute
arise on matters connected with this agreement, the same shall be referred to a
person to be nominated in this behalf by the tender accepting authority or
higher authority for the time being of the Railway, whose decision in writing
shall be final and binding on both parties.
I / we agree that any claim I/we have to make shall be made
in writing within seven days of date of measurement taken by the Engineer as
aforesaid and that any claims in respect of such measurement made more than
seven days after taking of such measurement shall be deemed to have waived by
me/us.
I/we agree to indemnify the Railway against any claims which
may be made under Workmen's Compensation Act, 1923.
I/We agree to complete the works herein set forth on or
before the date specified herein and to maintain the same for a period
of................................ Calendar month from the certified date of
their completion and in conformity with the document herein referred to, and
all the condition therein mentioned shall be deemed and taken to be part of
this contract as if the same had been fully set forth therein.
|
WITNESS |
CONTRACTOR |
|
Name.............................
|
Name
................................................. |
|
Address.........................
|
Address
............................................ |
|
|
|
Note.
- If the agreement
is for a work for which a special act of the Legislature exist, e.g. the Indian
Mines Act the agreement should include a clause indemnifying the Railway
against all claim arising of provision of such Act.
I/we agree to pay the rates
at................................% above/below/At par of Schedule of rates of
West Central Railway / Central Railway / Western Railway and individual rates
of non-schedule items as per the attached Schedule at page from
to
.herein for finished and approved work.
Chief
Engineer
Divisional
Railway Manager (Wks)
Deputy
Chief Engineer(constn)
Executive
Engineer(Constn.)
West
Central Railway
For
and on behalf of
THE
PRESIDENT OF
|
Signature
of witnesses
|
|
Contractor..............
............ |
|
with
address of, to |
1
.. |
Address
. |
|
signature
of contractor |
2
. |
Date
|
|
|
|
|
ANNEXURE VI
WORK ORDER FOR WORKS
WORK ORDER NO.
..
Division
I/We will carry out the following work according to the
agreement at back.
SCHEDULE
OF RATES
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Rates (Rs.) |
Per |
Remarks |
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CONTRACTOR |
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WITNESS |
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Name
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Name
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Address
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Address
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I agree to pay the above mentioned rates for finished and
approved work.
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Dated
.19 |
. Engineer |