Executive Engineer S.T. Nashik Signature of Contractor 1 Executive Engineer S.T. NASHIK MAHARASHTRA STATE ROAD TRANSPORT CORPORATION CIVIL ENGINEERING DIVISION, NASHIK. NASHIK REGION. FOR Authorized use only B -1 Tender Agreement No B-1/ For 2018-19 E-TENDER DOCUMENT ( FOR B -1 TENDER) E-TENDER NOTICE No. 11-2018-19 Name of work Reconstruction of Bus Station with it's Sub Work, at Chandwad in Nashik Division. Amount put to Tender Rs. 2,78,23,207.00 EXECUTIVE ENGINEER M.S.R.T. CORPORATION, NASHIK REGION, DIVISION OFFICE BUILDING, N.D. PATEL ROAD, SHINGADA TALAV NASHIK – 422001 PHONE :0253-2309324
Transcript
Executive Engineer S.T. Nashik
Signature of Contractor 1 Executive Engineer
S.T. NASHIK
MAHARASHTRA STATE ROAD TRANSPORT CORPORATION
CIVIL ENGINEERING DIVISION, NASHIK.
NASHIK REGION.
FOR Authorized use only B -1 Tender Agreement
No B-1/ For 2018-19
E-TENDER DOCUMENT
( FOR B -1 TENDER)
E-TENDER NOTICE No. 11-2018-19
Name of work Reconstruction of Bus Station with it's Sub Work, at
Chandwad in Nashik Division.
Amount put to Tender Rs. 2,78,23,207.00
EXECUTIVE ENGINEER
M.S.R.T. CORPORATION,
NASHIK REGION,
DIVISION OFFICE BUILDING,
N.D. PATEL ROAD, SHINGADA TALAV
NASHIK – 422001
PHONE :0253-2309324
Executive Engineer S.T. Nashik
Signature of Contractor 2 Executive Engineer
S.T. NASHIK
INDEX
Name of work Reconstruction of Bus Station with it's Sub Work, at Chandwad in
a) Bidders should submit the document related to tender online only, however cost of tender form and E.M.D.
shall be paid through online payment gateway mode only, before due date and time. & specifically note that no
any exemptions on account of payment of required EMD will be allowed in MSRTC.
b) Scanned from original copy of Affidavit regarding completeness, correctness and truthfulness of documents
submitted on latest Rs. 500 /- Non Judicial Stamp Paper duly type as per prescribed proforma given in
Annexure-III, sworn before Executive Magistrate / Notary.
c) Scanned from original copy of valid GST Registration Certificate / Number.
d) Scanned from original copy of Professional Tax Certificate Number, in the name of bidder.
e) Scanned from original copy of Pan Card in the name of bidder.
f) Scanned from original copy of Latest Income Tax Return Certificate (for latest last two financial years). If
Latest Income Tax Return Certificate not available, supporting latest Tax Audit Report duly certified by C.A.
giving reasons for not submitting latest I.T. returns.
g) Scanned from original copy of Valid Solvency Certificate latest issued maximum One Year old, Solvency
Certificate of 20 % of the cost of works, issued by Nationalized /Scheduled Bank Only. Requirement of
solvency certificate,/bank cash credit certificate (issued by Nationalized /Scheduled Bank Only), in case of
Govt. Registered contractor will be decided by MSRTC.
h) Scanned from original copy of list of similar works in hand and works tendered at present, out of which one
work at least to the extent of (1) 50 % amount of Tender work, in the name of bidder / firm, as per prescribed
proforma given in Form no.- I along with supporting certificates. (2) and in case of private work 100 % amount
of tender work with valuation certificate showing name of work & amount , from Govt. Approved Registered
Valuer, Architect with supporting documents related to work , (3) If there is no single work in hand to the
required extent then decision for qualifying the bidder will be taken on bases of Registration certificate and
solvency certificate / Bank cash flow certificate issued by Nationalized /Scheduled Bank.
Executive Engineer S.T. Nashik
Signature of Contractor 11 Executive Engineer
S.T. NASHIK
i) Scanned from original copy of list of similar works executed in last three years, in the name of bidder (firm), as
per prescribed proforma given in Form no.-III V & VI along with supporting certificates.
And in case of private work 100 % amount of Tender work with valuation certificate showing name of
work & amount, from Govt. Approved Registered Valuer, Architect along with supporting documents related to
work.
j) Scanned from original copy of list of plants and Machinery required for this work as per prescribed proforma
given in Form no.-II & II (A), along with supporting certificates .
k) Scanned from original copy of List of Technical Persons / Employees, as per prescribed proforma given in
Form no.-IV, along with supporting certificates.
l) Scanned from original copy of Registration of firm / Company / Partnership Firm with supporting documents
showing all partner with designation / post holding and with signature..
m) Scanned from original copy of latest Power of Attorney : If the tenderers are a firm or company, they should
in their forwarding letter (on latest non judicial bound paper) mentioning the name of all the partners together
with name of partner who holds the power of attorney authorizing him (with signature of all partners ) to conduct
all transactions on behalf of company / firm / body. n) Scanned from original copy of hire agreement between machinery owner and the contractor for hiring of required machinery on latest non-judicial bond paper (duly notarized ) for this work. o) Scanned from original copy of Valid Certificate of Registration under Contract Labour Act. (R&A Act.1970)
if available. if work allotted, required certificate /documents will have to be submitted by the bidder.
p) Scanned from original copy of valid certificate as a Registered Contractor with the Government of
Maharashtra/ Central Govt. in appropriate class for the work having amount put to tender upto Rs. 150 Lakhs.
For the work having amount put to tender above Rs. 150 Lakhs.
(in case of non Renewal of Registration Certificate & for Un-registered but Experienced bidders) .Eligibility
criteria for the bidders
i) Financially sound with proven track record in successful completion of a project of
similar nature involving commercial /industrial buildings of value not less than Rs. 150 lakh
during the last three years.
ii) Having minimum turn-over Rs. 125 Lakh in terms of building construction activity for the last three years,duly
certified by C.A.
iii) Having minimum tangible net worth at least Rs.100 Lakh ,duly certified by C.A.
as per the last audited balance sheet
vi) In case of private work suporting certificate form concerned authority is essential. Necessary certificate in
case of won project will be accepted, but with commencement / occupation / completion certificate from local
authority ,supported with Valuation Report form Govt. approved Registered Architect’s / Engineer’s / Valuer’s
report. with Balance Sheet / Tax Audit Report / Tangible Net worth /Annual Turnover duly certified by C.A.
v) Quantity Certificate: - Bidder /Contractor should submit certificate of concern authority for whom works
executed in last 3 years in single work indicating at least 30% of Major Quantities of similar type which are
required for this work.
vi) Bidders /Contractors who meet the minimum qualification criteria will be qualified
only if their available bid capacity is more than the total estimated value of works for which he has offered his
bid.
Note :- Even though the bidders meet the above qualifying criteria, they are subjected to be disqualified if they
have made misleading or false representation in the forms statement and attachments submitted as proof of the
qualification requirements and / or record of post performance such as abandoning the works, not properly
completing the contract, inordinate delay in completion, litigation history or financial failures etc.
2) FINANCIAL BID Envelop :- (Cover No.2)
i)BOQ (Excel) File shall be uploaded as per given format online only. No hard copy shall be submitted.
ii) Scanned from original copy of required amount of D.D. if offer quoted by the bidder is below as specified in
this notice .
Executive Engineer S.T. Nashik
Signature of Contractor 12 Executive Engineer
S.T. NASHIK
GUIDELINES FOR E-TENDERING PROCEDURE / CONDITIONS
1.1 TENDER FORMS
Tender Forms can be view on the e-Tendering Portal on www.mahatenders.gov.in
1.2 PRE-TENDER CONFERENCE:
1.2.1 The tender submitted by the tenderer shall be based on the clarification, additional facility offered (if any)
by the Department, and this tender shall be unconditional. Conditional tenders shall be summarily REJECTED.
1.2.2 All tenderers are cautioned that tenders containing any deviation from the contractual terms and
conditions, specifications or other requirements and conditional tenders will be treated as non-responsive. The
tenderer should clearly mention in forwarding letter that his offer (in envelope No1& 2) does not contain any
conditions, deviations from terms and conditions stipulated in the tender.
1.3 GUIDELINES TO BIDDERS FOR THE OPERATIONS OF ELECTRONIC
TENDERING SYSTEM www. mahatenders.gov.in
A. PRE-REQUISITES TO PARTICIPATE IN THE TENDER
1. Enrolment
All eligible/ interested Bidders are required to be enrolled on portal www.mahatenders.gov.in before
downloading of tender documents and participate in e-tendering.
2. Recommended Hardware and Internet Connectivity:
To operate on the Electronic Tendering System, the Contractors are recommended to use Computer System with
at least 1 GB of RAM and broadband connectivity with minimum 512 kbps bandwidth.
3. Set up of Computer System for executing the operations on the Electronic
Tendering System:
To operate on the Electronic Tendering System of Government of Maharashtra, the Computer System of the
Contractors is required be set up. The Contractors are required to install Utilities available under the Downloads
tab on the Home Page of the Portal.
The Utilities are available for download freely from the above mentioned section. The Contractors are requested
to refer to the E-Tendering Toolkit for Bidders available online on the Home Page to understand the
process of setting up the System, or alternatively, contact the Helpdesk Support Team on information /
guidance on the process of setting up the System.
4. Online viewing of Detailed Notice Inviting Tenders:
The Contractors can view the Detailed Tender Notice along with the Time Schedule (Key Dates) for all the Live
Tenders released by M.S.R.T.C. on the home page of e-Tendering Portal on www. mahatenders.gov.in under the
section Recent Online Tender.
5. Download of Tender Documents:
The Pre-qualification / Main Bidding Documents are available for free downloading.
6. Short listing of Contractors for Financial Bidding Process:
The Tendering Authority will first open the Technical Bid documents of all Contractors and after scrutinizing
these documents will shortlist the Contractors who are eligible for Financial Bidding Process.
7. Opening of the Financial Bids:
The Contractors may remain present in the Office of the Tender Opening Authority at the time of opening of
Financial Bids. However, the results of the Financial Bids of all Contractors shall be available on the e-Tendering
Portal immediately after the completion of opening process.
Executive Engineer S.T. Nashik
Signature of Contractor 13 Executive Engineer
S.T. NASHIK
8. Tender Schedule (Key Dates):
The Contractors are strictly advised to follow the Dates and Times allocated to each stage under the column in
the Time Schedule in the Detailed Tender Notice for the Tender. All the online activities are time tracked and the
Electronic Tendering System enforces time-locks that ensure that no activity or transaction can take place outside
the Start and End Dates and Time of the stage as defined in the Tender Schedule.
At the sole discretion of the Tender Authority, the time schedule of the tender stages may be extended.
This envelope shall be opened online after opening of Envelope No.01, only if contents of Envelope No.1 are
found to be acceptable to the Department. The tendered rates in Schedule ‘B’ or percentage above/below the
estimated rates shall be declared at the time of opening of Envelope No.02.
12. EARNEST MONEY DEPOSIT:
Earnest money deposit (as mentioned in detailed tender Notice) shall be paid via online payment gateway mode
only & specifically note that no any exemptions on account of payment of required EMD will be allowed in
MSRTC.
Earnest Money in the form of cheque or any other form except above will not be accepted.
13. A. SECURITY DEPOSIT:
(i) The successful tenderer whose tender is accepted will have to pay Security Deposit Amount (as mentioned in
detailed tender Notice).
(ii) The initial Security Deposit Amount (as mentioned in detailed tender Notice) is to be deposited in cash
within the time limit (prescribed in clause 1 of B-1 Form, agreement) till completion of defect liabilities period,
failing which his earnest money will be forfeited.
Executive Engineer S.T. Nashik
Signature of Contractor 14 Executive Engineer
S.T. NASHIK
(iii) In addition to the above, an amount of balance S.D. (as mentioned in detailed tender Notice).will be
deducted from the running bills towards balance security deposit. This is a compulsory deduction.
14. ADDITIONAL SECURITY DEPOSIT
Additional security deposit, Condition for payment of additional security deposit, if offer quoted by the
tenderer is more than 1 % below the cost put to tender
For details please see Tender Notice.
15. TIME LIMIT:
The work is to be completed within time limit as specified in the N.I.T. which shall be reckoned from the date of
written order for commencing the work and shall be inclusive of monsoon period. (excluding asphalting work)
16. TENDER RATE:
No alteration in the form of tender and the schedule of tender and no additions in the scope of special stipulations
will be permitted. Rates quoted for the tender shall be taken as applicable for all leads and lifts, incidental
charges.
17. TENDERS UNIT:
The tenderers should particularly note the units mentioned in the Schedule “B” on which the rates are based. No
change in the units shall be allowed.
18. TENDER’S ACCEPTANCE:
Acceptance of tender will rest with the competent authority who reserves the right to reject any or all tenders
without assigning any reason there for. The tenderer whose tender is accepted will have to enter in to a regular B-
1 agreement within 10 days of being notified to do so. Incase of failure on the part of Tenderer to sign the
agreement within the stipulated time, the earnest money paid by him shall stand forfeited to the M.S.R.T.C and
the offer of the tenderer shall be considered as withdrawn by him.
19. CONDITIONAL TENDER:
The tenders who do not fulfill the condition of the notification and the general rules and directions for the
guidance of contractor in the agreement form or are incomplete in any respect are likely to be rejected without
assigning any reason therefore.
20. The Tenderers shall be presumed to have carefully examined the drawings, conditions and specifications of
the work and have fully acquainted themselves with all details of the site, the conditions of rock and its joints,
pattern, river, weather characteristics, labour conditions and in general with all the necessary information and
data pertaining to the work, prior to tendering for the work.
21. The data whatsoever supplied by the Department along with the tender documents
are meant to serve only as guide for the tenderers while tendering and the Department accepts no responsibility
whatsoever either for the accuracy of data or for their comprehensiveness.
22. The Contractor should examine quarries and see whether full quantity of materials required for execution of
the work strictly as per specification are available in these source before quoting the rates. In case the materials
are not available due to reasons whatsoever, the contractor will have to bring the materials from any other source
with no extra cost to M.S.R.T.C. The rates quoted, should therefore be for all leads and lifts from wherever the
materials are brought at site of work and inclusive of royalty to be paid to the Revenue Department by the
Contractor.
23 POWER OF ATTORNEY:
If the tenderers are a firm or company, they should in their forwarding letter (on latest non judicial bound paper)
mentioning the name of all the partners together with name of partner who holds the power of attorney
authorizing him (with signature of all partners ) to conduct all transactions on behalf of company / firm / body.
Executive Engineer S.T. Nashik
Signature of Contractor 15 Executive Engineer
S.T. NASHIK
24. The tenderer may, in the forwarding letter, mention any points are may wish to make
clear but the right is reserved to reject the same or the whole of the tender if the same becomes conditional tender
thereby.
25. The contractor or the firms tendering for the work shall inform the Department if they
appoint their authorized Agent on the work.
26. No foreign exchange will be released by the Department for the purchase of plants and
machinery for the work by the Contractor.
27. Any dues arising out of contract will be recovered from the contractor as arrears of Land
Revenue, if not paid amicably. Moreover, recovery of Government dues from the Contractors will be affected
from the payment due to the Contractor from any other Government works under execution with them.
28. All pages of tender documents, conditions, specifications, correction slips etc. shall be
initialed by the tenderer. The tender should bear full signature of the tenderer, or his authorized power of
Attorney holder in case of a firm.
29. The Income Tax including surcharge or percentage in force from time to time or at the
rate as intimated by the competent Income Tax authority shall be deducted from bill amount whether measured
bill, advance payment or secured advance. Income Tax & Surcharge will be deducted as applicable.
30. The successful tenderer will be required to produce, to the satisfaction of the specified
concerned authority; a valid concurrent license issued in his favour under the provisions of the Contract Labour
(Regulation and Abolition) Act 1970 for starting the work. On failure to do so, the acceptance of the tender shall
be liable to be withdrawn and also liable for forfeiture of the earnest money.
31. The tenderer shall submit the list of apprentices engaged by the Contractor under
Apprentice Act.
32. Cess @ 1% (One percent) shall be deducted at source from every bill of the Contractor
by the Executive Engineer Under “Building and Other Construction for workers Welfare Cess Act 1996”.
33. Goods and Service Tax will be applicable as per Govt. Notification w.e.f. 07/07/2017.
34. VALIDITY PERIOD:
The rates quoted by the contactor will be valid for 120 days from the date of opening of Financial Bid Envelop. if
the tenders are not finalised with in validity period , it is binding on contractor firm to extend tender validity
period as per requirement of MSRTC. After finalisation of tender EMD will be refunded.
35. As per revised circular the contractor shall produce the Labour Insurance Policy
Other wise 1% amount will be deducted from his bill
36. Royalty charges :
Original receipt of the amount of royalty charges paid to Govt. against material brought on site should be
produced, if the receipts by name of concerned agency / contractor are not found proper after verification then the
amount of Royalty charges will not be reimbursed as per rule. This is binding on agency.
37. Agreement will be executed and work order will be issued for work, as per stamp duty act 1958 article 63
stamp duty should be applicable at the time of agreement.
38. If any difficulties during the executions of the above work, the contractor should sort out i.e. encroachment ,
boundaries, court cases etc. Necessary documents will be produced by MSRTC if required.
39. Maximum care is taken while preparing and printing schedule "B" of the Tender. However if there is any
variation found in rate of same item in various sub work’s of this project , then the lowest rate will be considered
for payment of such item for all sub-works.
Executive Engineer S.T. Nashik
Signature of Contractor 16 Executive Engineer
S.T. NASHIK
FORM NO.- I
(To be uploaded online in ‘Technical Bid Envelop’)
(LIST OF WORKS IN HAND AND WORK TENDERED FOR AS ON THE LAST
DATE OF SUBMISSION OF THIS TENDER)
(A) Works in Hand
Sr
No..
Name
Of
Works/
Agreement
No.
Tendered
Amount
Date of
Commen -
cement
Stipulated
date of
Completio
n
Value
Of Work
already
Done
Value of
Balance
work to be
executed
in next 12
months
Probable
Date of
Compl-
etion
Rem
-arks
Give Page No. on
Witch supporting
documents
related to work
are enclosed
required for
technical
envelope scrutiny
1 2 3 4 5 6 7 8 9 10 11
SAMPLE FORM
(B) Works Tendered For
Sr. No. Name of Work Name and Address of Client
Tendered Amount
Time Limit
Probable Date when decision is expected
Other relevant details if
any
Give Page No. on
Witch supporting
documents related to
work are enclosed
required for technical
envelope scrutiny
1 2 3 4 5 6 7 8
SAMPLE FORM
NOTE :-
1) This is only a standard form. Details are to be furnished in this format in the form of type written
statements which shall be Scanned and Enclosed in Envelope No.1 duly signed.
2) The documentary proof of work in hand, work tendered for should be submitted with this statement duly
attested
Executive Engineer S.T. Nashik
Signature of Contractor 17 Executive Engineer
S.T. NASHIK
FORM NO.- II
(To be uploaded online in ‘Technical Bid Envelop’)
DETAILS OF PLANTS AND MACHINERY OWNED AND AVAILABLE WITH THE TENDERER FOR THIS WORK
NAME OF THE TENDERER:-
Sr.
No.
Name of
Equipment
No. of
Units
Kind &
Make
Capacity Age & Present Remarks
Condition Location
1 2 3 4 5 6 7 8
SAMPLE FORM Note: This is only standard form. Details are to be furnished in this format in the form of type written
statements which shall be enclosed in Envelope No.1
DETAILS OF PLANTS AND MACHINERY AVAILABLE IMMEDIATELY ON HIRE FOR THIS WORK.
Sr. Name of Owner of Kind Units Capacity Age & Present Remarks
No. Equipment Equipment & or Condition Location
Make Nos.
1 2 3 4 5 6 7 8 9
SAMPLE FORM
Note :
1) This is only a standard form. Details are to be furnished in this format in the form
of type written statements which shall be Scanned and Enclosed in Envelope No.1
duly signed
Executive Engineer S.T. Nashik
Signature of Contractor 18 Executive Engineer
S.T. NASHIK
FORM No. - II (A)
(To be uploaded online in ‘Technical Bid Envelop’)
QUESTIONNAIRIE OF MACHINERY:
(for work more than 50 lacks & except asphalting work)
(To be included in envelope No.1)
Proforma for information regarding availability/Procurement of machinery
1 Cement Concrete weigh-batch Type
Mixer having minimum 15 Cu.m/Hour
out let capacity
2 Needle Vibrator
3 Acro steel centering Plates with
adjustable props
4 Truck/Tipper
5 Water Tanker (10000 Litres)
6 Surface Vibrator
7 Sand Screening/Washing Equipment
8 Generator 7.5 KVA
9 Lift Machine
10 JCB
If any wooden centering is observed to be use then whole concreting work will be rejected.
Type of Number Names of Location Output in Quantity in tonnes or
Machinery of Unit works on tonnes of cubic metre of
which mix per day balance for execution
deployed at or per hour on works in hand.
present
1 2 3 4 5 6
Sample Form
The contractor must own aforesaid machinery and be actually in his possession at the time of
submission of tender. The contractor must submit the ownership documents of machinery to the satisfaction of
the tender opening authority. And for Hired Machinery the tenderer shall produce original agreement signed
before Executive Magistrate with owner of the machinery in Envelope No.1.
Signature of Bidder
Executive Engineer S.T. Nashik
Signature of Contractor 19 Executive Engineer
S.T. NASHIK
FORM NO. - III
(To be uploaded online in ‘Technical Bid Envelop’)
DETAILS OF WORKS SIMILAR TYPE AND MAGNITUDE CARRIED OUT BY THE
CONTRACTOR DURING LAST THREE YEARS ( 2015-16, 2016-17 & 2017-18)
NAME OF THE TENDERER:
Sr.
No.
Name
of
Work
Name and
Adress of
the
organis-
ation for
whom the
work was
done
Place
and
Country
Agre-
ement
No.
Date
of
Com-
menc-
ement
Tend-
red
Cost
Total
Cost
of
Work
Done
Date
of
Com-
pleti-
on
Principle
features
in brief
Give Page
No. on Witch
supporting
documents
related to
work are
enclosed
required for
technical
envelope
scrutiny
1 2 3 4 5 6 7 8 9 10 11
---------SAMPLE FORM------- Note: This is only a standard form; details are to be furnished in this format in the form of type written statements which shall be Scanned and Enclosed in Envelope No.1 duly signed. The documentary proof of similar type and magnitude should be submitted with statement.
Executive Engineer S.T. Nashik
Signature of Contractor 20 Executive Engineer
S.T. NASHIK
FORM NO. - IV
(To be uploaded online in ‘Technical Bid Envelop’)
DETAILS OF TECHNICAL PERSONNEL AVAILABLE WITH THE
CONTRACTOR WHICH CAN BE SPAIRED EXCLUSIVELY FOR THIS WORK
NAME OF THE CONTRACTOR:
Sr.
No.
Name of
Person
Designation Qualification Whether
working
in field
or in
Office.
Professional
Experience
of work
carries out
which
the
person is
working
with the
tenderer.
Rema-
rks
Give Page No.
on Witch
supporting
documents
related to work
are enclosed
required for
technical
envelope
scrutiny
1 2 3 4 5 6 7 8 9
Sample
from
Note : This is only a standard form. Details are to be furnished in this format in the form of
type written statements, which shall be Scanned and Enclosed in Envelope No.1 duly
signed. The documentary proof of his Technical persons should be submitted with this
statement.
Signature of Contractor
Executive Engineer S.T. Nashik
Signature of Contractor 21 Executive Engineer
S.T. NASHIK
FORM NO. - V (To be uploaded online in ‘Technical Bid Envelop’)
Statement showing work done in all classes of civil Engineering Construction works
during last Three years
Name of Contractor:
Sr. No. 1
Name of
Work
Amount Put to tender/ tendered cost
Agreement No.
Date of Commen-cement
Amount of work done during each of last
Three years
Amount of works
still remaining
to be executed in next 12 (Twelve) months
Remarks Give Page No. on Witch
supporting documents related to work are enclosed
required for technical envelope scrutiny
2015- 2016
2016-2017
2017- 2018
2 3 4 5 6 7 8 9 10 11
Sample Form
Outward No. and date of certificate issuing Authority
Note: This is only a standard form. Details are to be furnished in this format in the form of type written statements, which shall be Scanned and Enclosed in Envelope No.1 duly signed
Executive Engineer S.T. Nashik
Signature of Contractor 22 Executive Engineer
S.T. NASHIK
FORM NO.- VI
(To be uploaded online in ‘Technical Bid Envelop’)
Statement showing quantities of Work Executed during Last Three Years
Name of Contractor:
Year
Reinforced
Cement
Concrete
Quantity of Work Performed Remarks
indicate
contract
Number
and name
of work
Give Page
No. on Witch
supporting
documents
related to
work are
enclosed
required for
technical
envelope
scrutiny
Burnt
Brick
Masonry/
Fly Ash
Brick
Masonry
Water
Proofing Flooring Plastering
2015-
2016
2016-
2017
Sample form
2017-
2018
Note: This is only a standard form. Details are to be furnished in this format in the form of type written statements, which shall be Scanned and Enclosed in Envelope No.1 duly signed.
Executive Engineer S.T. Nashik
Signature of Contractor 23 Executive Engineer
S.T. NASHIK
ANNEXURE- I
(To be uploaded online in ‘Technical Bid Envelop’)
C E R I F I C A T E
This is to certify that I / We have studied in detail the plans, Specification, local
condition availability of labour and materials and I / We have quoted the rates with due
consideration.
Name and signature of Contractor:
With complete address
Executive Engineer S.T. Nashik
Signature of Contractor 24 Executive Engineer
S.T. NASHIK
ANNEXURE - II (To be uploaded online in ‘Technical Bid Envelop’)
TO BE FILLED IN BY THE CONTRACTOR
I/We have quoted my/our offer in percentage rate in words as well as in figures. I/We further undertake to
enter into contract in regular “B-1” form in M.S.R.T.C.
Name and signature of Contractor:
Power of Attorney holder
with complete address
Executive Engineer S.T. Nashik
Signature of Contractor 25 Executive Engineer
S.T. NASHIK
ANNEXURE - III
(To be uploaded online in ‘Technical Bid Envelop’)
AFFIDAVIT
(Format of affidavit to be given on Rs. 500 Non-Judicial stamp paper sworn before Executive
Magistrate/Notary Public)
I..................................................... (Name of Contractor/Authorized person),
Age about……………..Years, residing at...........................................
.............. (Postal Address) do hereby swear this affidavit that, I am the proprietor/Partner
of............................................................. (Name of company/firm) Registered at.............
I do hereby swear that, the documents submitted in envelope No. 1 of the tender document for the work
_________________________________are true, correct and complete. In case the contents of envelope
No. 1 and other document pertaining to the tender submitted by me are found to be incorrect or false, I
shall be liable for action under the relevant provision of Indian Penal Code and other relevant laws.
Signature of Authorised person Applicant/Contractor Name.............. Address.............................................. Place:-
Date:- E-mail................................................ Mobile No......................................... Website............................................
Executive Engineer S.T. Nashik
Signature of Contractor 26 Executive Engineer
S.T. NASHIK
(510 111 1038)
Code No. 72219 B -1 No.
Form E-18
MAHARASHTRA STATE ROAD TRANSPORT
CORPORATION DIVISION
Percentage Rate Tender & Contract for Works
General Rules and Directions for the Guidance of Contractors
1. All work proposed to be executed by contract shall be, notified in a form of invitation
to tender pasted on a board hung up in the office of Executive Engineer and signed by the
Executive Engineer M.S.R.T.C. Aurangabad.
This form will state the work to be carried out, as well as the date for submitting and
opening tenders, and the time allowed for carrying out the work, also the amount of earnest
money to be deposited with the tender, and the amount of the security deposit to be
deposited, by the successful tenderer and the percentage, if any, to be deduced from bills. It
will also state whether a refund of quarry fees, royalties, octroi dues and ground rents will be
granted. Copies of the specifications, designs, drawings shall be open for inspections by
contractors at the office of the executive engineer during office hours. Copies of the
specifications, designs, drawings, estimated rates, scheduled rates and any other documents
required in connection with work shall be open for inspections by contractors at the office of
the Executive Engineer, during office hours.
Where the works are proposed to be executed according to the specifications
recommended by a contractor and approved by a competent authority on behalf of the
Corporation such specifications with designs and drawings shall form part of the accepted
tender.
2. A. In the event of the tender being submitted by a firm, it must be signed by each
partner thereof, and in the event of the absence of any partner, it shall be signed on his
behalf by a person holding a power-of-attorney authorizing him to do so.
2. i) The contractor should pay, as per e-tendering schedule the earnest money. The
contractor shall pay the said amount via online payment gateway mode only. The said amount
of earnest money shall not carry any interest.
(ii) In the event of his tender being accepted, subject to the provisions of sub-clause
(iii) Below, the said amount of earnest money shall be appropriated towards the amount of
securi ty deposit payable by him under condition of General conditions of contract.
(iii) If after submitting the tender, the contractor withdraws his offer, or modifies the same
after the acceptance of his tender the contractor fails or neglects to furnish the balance of
securi ty deposit without prejudice to any other rights and powers of the M.S.R.T.C.
hereunder, or in law, Maharashtra State Road Transport Corporation shall be entitled to
forfeit the full amount of the earnest money deposited by him.
(iv)In the event of his tender not being accepted, the amount of earnest money deposited by
the contractor shall, unless it is prior thereto forfeited under the provisions of sub-clause
(iii) above, be refunded to him on his passing receipt there for.
3. Receipts for payment made on account of any work when executed by a firm should
also be signed by al l the partners, except where the contractors are described in their tender
as a firm, in which case the receipts shall be signed in the name of firm by one of the
partners, or by some other person having authority to give effectual receipts for the firm.
4. Any person who submits online a tender shall f ill up the online usual form, stating at
what percentage above or below the rates specified in Schedule ‘B’ ( memorandum showing
items of work to be carried out ) he is willing to undertake the work. Only one Rate or such
percentage on all estimated Rate Schedule Rates shall be named. Tenders which propose any
alteration in the works special in the said form of invitation to tender will be liable to
rejection. No printed form of tender shall include a tender for more than one work, but if
Executive Engineer S.T. Nashik
Signature of Contractor 27 Executive Engineer
S.T. NASHIK
contractors wish to tender for two or more works, they shall submit separate tender online for
each work in separate envelope.
5. The Executive Engineer or his duly authorized assistant will open tenders in the
presence of any intending contractors who may be present at the time and will enter the
amounts of the several tenders in a comparative statement in a suitable from. In the event of
a tender being accepted, the contractor shall thereon for the purpose of identification, sign,
copies of specification and other documents mentioned in Rule 1. In the event of a tender
being rejected, the Divisional Officer shall authorize the Divl. Acctts. Officer concerned to
refund the amount of the earnest money deposited by the contractor.
6. The officer competent to dispose of the tenders shall have the right of rejecting all or
any of the tenders.
7. No receipt for any payment alleged to have been made by a contractor in regard to any
matter relating to this tender or the contract shall be valid and binding on Corporat ion unless
it is signed by the Executive Engineer.
8. The memorandum of work to be tendered for and the schedule of materials to be
supplied by the Divisional Stores and their rates shall be filled in and completed by the
office of the Executive Engineer before the tender from is issued. If a form issued to an
intending tenderer has not been so filled in and completed, he shall request the said office to
have this done before he completes and delivers his tender.
9. All work shall be measured only by standard measure and according to the rules and
custom of the Public Works Department, without reference to any local custom.
10. Under no circumstance shall any contractor be entitled to claim enhanced rates for
any items in this contract.
11. Every contractor shall produce a solvency certificate from a scheduled bank of his
financial stability.
12. All corrections and additions or pasted slips should be ini tialed.
13. The measurements of work will be taken according to the usual method in use in the
P.W.D. and no proposals to adopt alternative methods will be accepted. The Executive
Engineer’s decision as to what is the usual method in use in the P.W.D. will be final.
14. The tendering contractor shall furnish a declaration along with the tender showing all
works for which he has already entered in to contract, and the value of the work that remains,
to be executed in each case on the date of submitting the tender.
15. Every tenderer shall submit along with the tender information regarding the income-
tax circle, or ward of the district in which he is assessed to income- tax, the reference to the
number of the assessment and the assessment year.
16. In view of the difficult position regarding the availabil ity of foreign exchange no
foreign exchange would be released by the Maharashtra State Road Transport Corporat ion for
the purchase of plant and machinery required for the execution of the work contracted for.
17. The contractor will have to construct shed for storing controlled and valuable
materials issued to him under Schedule ‘A’ of the agreement, at work site having double
locking arrangement. The materials will then be taken for use in the presence of the
Departmental person. No materials wil l be allowed to be removed from the site of works.
18. The contractors shall also give a list of machinery in their possession and which they
propose to use on the work.
TENDER FOR WORKS
I/We hereby tender for the execution for the M.S.R.T. Corporation (Hereinbefore and
hereinafter referred to as “Corporation”) of the work specified in the under writing
memorandum within the time specified in such memorandum at such percentage as quoted by
me / us in Schedule 'B" (memorandum showing items of work to be carried out) and in
accordance in al l respects with the specifications, designs, drawings and instructions in
writing referred to in Rule 1 hereof and in Class 13 of the annexed conditions of contract and
agree that when materials for the work are provided by the Corporation such materials and
the rate to be paid for them shall be as provided in Schedule ‘A’ here to.
Executive Engineer S.T. Nashik
Signature of Contractor 28 Executive Engineer
S.T. NASHIK
MEMORANDUM
(a)If several sub works are
included they should be detailed
in separate list
(a) General description Reconstruction of Bus Station with it's Sub
Work, at Chandwad in Nashik Division.
(b) The amount of earnest
money to be deposited shall be
in accordance with the provision
of paras 204 and 205 of the
P.W.D. Manual and online payment gateway
(b) Estimated Cost : Rs. 2,78,23,207.00
(c) Earnest Money : Rs.2,78,232.00
(d) Security deposit :
(i) Cash (not less than the amount of earnest money) (c) This deposit shall be in
accordance with paras 211 and
of the P.W.D. Manual Rs. 5,56,464.00
(ii) To be deducted from bills
Rs. 5,56,464.00
(e) Percentage, if any to be deducted from bills so as made
up the total amount required as security deposit by the
time half the work, as measured by the cost, is done.
Percent. 2%
(e) This percentage where no
security deposit is taken will
vary from 4 percent to 10
percent according to the
requirement of the case. Where security deposit is taken see note
to clause of conditions of
contract.
(f) Time allowed for the completion of work from date
fixed in written order to commence
11 Months
Should this tender be accepted, I/We hereby agree to abide by and fulfill all the
terms and provisions of the condition of contract annexed hereto so far as applicable and
in default thereof to forfeit and pay to Corporation in office the sums of money
mentioned in the said condition.
(f) Give schedule where necessary, showing dates by
which the competed various
items are to be
Receipt No…………dated……………… for Rs. 2,78,232.00
herewith forwarded representing the earnest money (a) the full value of which to be
absolutely forfeited and to Corporation should I/We not deposit the full amount of
security deposit specified in the above memorandum, in accordance with Clause 1(A) of
the said conditions otherwise the said sum of Rs. 2,78,232.00 shall be refunded).
Amount to be specified in words
and figures.
Strike out (e) if no cash security
deposit to be taken. I have fully studied and understood the said 'B' from and its conditions and I have
specifically noted clauses 14,15,15-A,31,32,37,39 thereof, I also hereby declare that I
have made myself thoroughly conversant with the local conditions regarding all the
materials (such as stone, murum, brick, sand, cut teak wood etc. and labour and all other
requirements and circumstances connected with and affecting the work on which I have
based my rate for the above work. The specifications and leads for the above work have
been carefully studied and understood by me before submitting the Schedule of rates
attached hereto, undertake to use only the best materials approved by the Executive
Engineer, I/C of the work before starting the work and abide by his decision.
Signature of contactor
before submission of
tender
Signature of witness
contractor's signature
Contractor
Address
Dated the of 20
(Witness)
(Address)
(Occupation)
Executive Engineer S.T. Nashik
Signature of Contractor 29 Executive Engineer
S.T. NASHIK
CONDITION OF CONTRACT
Clause 1. The PERSONS whose tender may be accepted (hereinafter called the
contractor, which expression shall unless excluded by or repugnant to the context include
his heirs, executors, administrator, and assigns shall A) (Within one day for a contract of
Rs.1000 or less or two days for a contact of more than Rs.1,000/- and over of the receipt
by him of the notification of the acceptance of his tender )deposit with the Executive
Engineer in cash or Government securities endorsed to the Executive Engineer (if
deposited for more than 12 months) a sum sufficient which will make up the full security
deposit specified in the tender, or (B) [permit Corporation at the time of making any
payment to him for work done under the contract to deduct such sum as will amount to 5
per cent of all money so payable, such deduction to be held by Corporation by way of
security deposit Provided always that in the event of the contract or depositing a lump
sum by way of security deposit as contemplated at (A) above then and in such case if the
sum so deposited shall not amount to 4 percent of the total estimated cost of the work, it
shall be lawful for Corporation at the time of making any payment to the contract for
work done under the contract to make up to full amount of four per cent by deducting a
sufficient sum from every such payment at last aforesaid until the full amount of the
security deposit is made up. All compensation other sums of money payable by the
contractor to Corporation under the terms of the contract may be deducted from, or paid
by sale of a sufficient part of security deposit, or from the interest arising there from or
from any sums which may be due or any become due by Corporation to contractor or any
account whatsoever, and in the event of his security deposit being reduced by reason of
any such deduction or sale as aforesaid the contractor shall within ten days thereafter
make good in cash or Government securities endorsed as aforesaid any sum or sums
which may have been deducted from or raise by sale of his security deposit or any part
thereof. The security deposit referred to when paid in cash may, at the cost of the
depositor, by converted into interest-being securities provided that depositor has
expressly desired this in writing.
If the amount of the security deposit to be paid in lump sum within the period
specified at (A) above is not paid the tender / contract already accepted shall be
considered as cancelled and legal steps will be taken against the contractor for recovery
of the amounts. The security deposit lodged by a contractor shall be refunded after the
expiry of three months from the date on which the final bill is paid.
Security deposit at
less than Rs.2000/-
and so on upto a limit
of ten day, for
contract of
Rs.10,000/-
Clause 2. The time allowed for carrying out the work as entered in the tender
shall be strictly observed by the contractor and shall be reckoned from the date on which
the order to commence work is given to the contractor. The work shall throughout the
stipulated period of the contract be proceeded with, all due diligence (time being deemed
to be of essence of the contract be on the part of the contractor) and the contractor shall
pay as compensation an amount equal to one per cent or such smaller amount as the Dy.
General Manager(CE) / Chief Civil Engineer whose decision in writing shall be final may
decide, of the amount of the estimated cost of the whole work as shown by the tender for
every day that the work remains uncommenced, or unfinished, after the proper dates.
And further to ensure good progress during the execution of the work the contractor shall
be bound in all case in which the time allowed for any work exceeds on month to
complete.
1/4 of the work in 1/4 of the time.
1/2 of the work in 1/2 of the time.
3/4 of the work in 3/4 of the time.
NOTE – The quantity of work to be done within a particular time to be specified above
Compensation for
delay.
Executive Engineer S.T. Nashik
Signature of Contractor 30 Executive Engineer
S.T. NASHIK
shall be fixed by the Officer competent to accept the Contracts after taking into
consideration the circumstance of each case and inserted in the blank space kept for the
purpose and abide by the programme of detailed progress laid down by the Executive
Engineer. The following proportion will usually be found suitable :-
In 1/4 1/2 3/4 the time
Reasonable progress of earth work….1/4 1/4 1/2 3/4 of the total value of the
work to be done.
Do---------x---------do of masonry work 1/10 4/10 8/10 of the total value of the
work to be done.
In the event of the contractor failing to comply with these conditions he shall he liable to
pay as compensation an amount equal to one per cent or such smaller amount as the Chief
Civil Engineer (whose decision in writing shall be final) may decide of the said estimated
cost of the whole work for every day that the due quantity of work remains incomplete :
Provided always that the total amount of compensation to be paid under the provision of
this clause shall not exceed 10 per cent of the estimated cost of the work as shown in the
tender.
Clause 3– In any case in which under any clause or clauses of this contract the contractor
shall have rendered himself liable to pay compensation amounting to the whole of his
security deposit (whether paid in one sum or deducted by installments) or in the case of
abandonment of the work owing to serious illness or death of the contractor or any other
cause, the Executive Engineer, on behalf of the Corporation shall have power to adopt
any of the following courses, as he may deem best suited to the interest of Corporation.
(a) To rescind the contract (of which rescission notice in writing to the contractor
under the hand of the Executive Engineer, shall be conclusive evidence ), and in that case
the security deposit of the contractor shall stand forfeited and be absolutely at the disposal
of Corporation.
(b) To employ labour paid by the Civil Engineer Department and to supply materials
to carry out the work, or any part of works debiting the contractor with the cost of the
labour and the price of the materials (as to the correctness of which cost and price the
certificate of the Executive Engineer shall be final and conclusive against the contractor )
and crediting him with the value of work done, in all respects in the same manner and at
the same rates as if it had been carried out by the contractor under the terms of his
contract : and in that case the certificate of the Executive Engineer as to the value of the
work done shall be final and conclusive against contractor.
(c) Tender that the work of the contractor be measured up and to take such part
thereof as unexecuted out of the hands, and to give it to another contractor to complete, in
which case any expenses which may be incurred in excess of the sum which would have
been paid to the original contractor, if the whole work had been executed by him (as in
the amount of which excess expenses the certificate in writing of the Executive Engineer
shall be final and conclusive) shall be borne and paid by the original contactor and shall
be deducted from any money due to him thereof or a sufficient part thereof.
In the event of any of the above course being adopted by the Executive Engineer the
contractor shall have no claim to compensation for any loss sustained by him by reason of
his having purchased or procured any materials, or entered into any engagements, or
made any advances on account or, or with a view to the execution of the work or the
performance of the contract, and in case the contract shall be rescinded under the
provision aforesaid, the contractor shall not be entitled to recover or be paid any sum for
any work therefore actually performed by him under this contract unless and until the
Executive Engineer shall have certified in writing the performance of such work and the
amount payable to him in respect thereof and he shall only be entitled to be pad the
amount so certified.
(Auction when whole
of security deposit is
forfeited)
Action when the
progress of any
particular portion of
the work is
unsatisfactory.
Executive Engineer S.T. Nashik
Signature of Contractor 31 Executive Engineer
S.T. NASHIK
Clause 4- If the progress of any particular portion of the work is unsatisfactory the
Executive Engineer shall not withstanding that the general progress of the work is
satisfactory in accordance with clause 2, be entitled to take action under clause 3 (b) after
giving the contractor 10 day's notice in writing and contactor will have no claim for
compensation, for any loss sustained by him owing to such action.
Contractor remains liable to pay
compensation if
action not taken
under clause 3 and 4.
Clause 5- In any case in which any of the powers conferred upon the Executive
Engineer by clauses 3 and 4 hereof shall have become exercisable and the same shall not
have been exercised, the non-exercise thereof shall not constitute a waiver of any of the
conditions hereof and such powers shall not withstanding be exercisable in any future
case of default by contractor for which by any clause or clauses hereof he is declared
liable to pay compensation amounting to the whole of his security deposit and the liability
of the contractor for past and future compensation shall remain unaffected. In the event of
the Executive Engineer taking action under sub-clause (a) or (c) of clause 3 he may, if he
so desire to take possession of all or any tools, plant, materials and stores in or upon the
work or site thereof or belonging to the contractor, or procured by him and intended to be
used for the execution of the work or any part thereof, paying or allowing for the same in
account at rates to be certified by the Executive Engineer whose certificate thereof shall
be final. In the alternative the Executive Engineer may by notice in writing to the
contractor, or his clerk of the works, foreman or other authorized agent require him to
remove such tools, plant, materials or stores from the premises within a tie to be specified
in such notice, and in the event of the contractor failing to comply with any such
requisition, the Executive Engineer may remove them at the contractor's expense or sell
them by auction of private sale at the risk and account of the contractor in all respects,
and the certificate or the Executive Engineer as to expense of any such removal, and the
amount of the proceeds and expense of any such sale shall be final and conclusive against
*This will apply to a contract where the works are to be executed by the contractor
according to the specification recommended by him. also supply without charge the
requisite number of persons with the means and materials necessary for the purpose of
setting out works, and counting weighting and assisting in the measurement of
examination at any time and from time to time of the work materials. Failing this the
same may be provided by the Engineer-in-charge at the expense of the contract and the
expenses may be deducted from any money due to the contractor under the contract, or
from his security deposit or the proceeds of sales thereof, or of a sufficient portion
thereof. The accident, and shall also be bound to bear the expenses of defense of every
suit, action or other legal proceedings, at law, that may be brought by any person tori
injury sustained owing to neglect of the precautions and to pay any damages and costs
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 in compromising any claim be any
such person.
Contractor to supply
plant, ladders scaffolding etc.
And is liable for
damages from non
provision of light
fencing etc.
Executive Engineer S.T. Nashik
Signature of Contractor 37 Executive Engineer
S.T. NASHIK
Clause 21 A - The contractor shall provide suitable scaffolds and working platforms
(a) Suitable scaffolds shall be provided for all work that cannot be safely done from
ladder or by other means.
(b) A scaffold shall not be contracted, taken down, or substantially altered except
(i) Under the supervision of a competent responsible person and
(ii) As for as possible by competent workers possessing adequate
experience in this kind of work.
(c) All scaffolds and appliances connected herewith and all ladders shall
(i) Be of sound materials
(ii) Be of adequate strength having regards to the loads and strains to which
they will be subjected and
(iii) Be maintained in proper condition.
(d) Scaffolds should be so constructed that no part thereof can be displaced in
consequence of normal use.
(e) Scaffolds should not be over-loaded and so far as practicable the load shall be
taken be evenly distributed.
(f) Before installing lifting gear on scaffolds special precautions shall be taken to
ensure the strength and stability of the scaffolds. I
(g) Scaffolds shall be periodically inspected by a competent person.
(h) Before allowing a scaffold to be used by his workmen the contractor shall
whether the scaffold has been erected by his workmen or not, taken steps to
ensure that it; complies fully with the regulating herein specified. '
(i) (i) Working platforms, gangways and stairways shall be so contracted that no
part thereof can say unduly or unequally.
(ii) be so constructed and maintained having regard to prevailing conditions as to
reduce as far as practicable risks or persons tripping and
(iii)be kept free from any unnecessary obstruction,
(j) In the case of working platforms, gangways, working places and stairways at a
height exceeding……………………………..
*( To be specified)
(i) every working platform and every gangway shall be closely boarded unless
other adequate measures are taken to ensure safety :
(ii)Every working platform, and gangway shall have adequate width, and
(iii)Every working platform, gangway, working place and stairway be suitably
fenced.
(k) Every opening in the floor of a building or in a working platform shall except
for the time and to the extent required to allow the access of persons or the
transport or shifting of material, be provided with suitable means to prevent the
fall of persons or material.
(l) When persons are employed on a roof where there is a danger of falling from a
height exceeding suitable precautions shall be taken ( To be prescribe) to prevent
the fall of persons or material,
(m) Suitable precautions shall be taken to prevent persons being struck by articles
which might fall from scaffolds or other working places,
(n) Safe means of access shall be provided to working platforms and other working
places.
Executive Engineer S.T. Nashik
Signature of Contractor 38 Executive Engineer
S.T. NASHIK
Clause 21- B- The contractor shall comply with the following regulations as regards the
Hoisting Appliances to be used by him -
a. Hoisting machines and tackle, including their attachments, anchorages and
supports, shall :-
(i) be of good mechanical construction, sound material, adequate strength and free
from patent defect, and
(ii) be kept in good repair and in good working order,
b. Every rope use in hoisting or lowering materials or as a means of suspension
shall be of suitable quality and adequate strength and free from patent defect:
c. Hoisting machine and tackle shall be examined and adequately tested after
erection on the site and before use and re-examined in position at intervals to be
prescribed by the corporation,
d. Every chain, ring, J hook, shackle, swivel and pully block use in hoisting
lowering materials or as a means of suspension shall be periodically examined.
e. Every crane driver or hoisting appliance operator shall be properly qualified.
f. No person who is below the age of 18 years shall be in control of any hoisting
machines, including any.
g. In the case of every hoisting machine and of every chain, ring, hock, shackle
swivel and pully block used in hoisting or lowering or as means of suspension
the safe working load shall be ascertained by adequate means.
h. Every hoisting machine and gear referred to in the preceding regulation shall be
plainly marked with the safe working load.
i. In the case of a hoisting machine -having a variable safe working load each safe
working load and the conditions under which it is applicable shall be clearly
indicated,
j. No part of any hoisting machine or any gear referred to in regulation above shall
be loaded beyond the safe working load except for the purpose of testing,
k. Motor gearing, transmission, electric wiring and other dangerous parts of
hoisting appliance shall be provided 'with efficient safeguards.
l. Hoisting appliances shall be provided with such means as well reduce to a
minimum the risk of the accidental descent of the load,
m. Adequate precautions shall be taken to reduce to a minimum the risk of any part
of a suspended load become accidentally displaced.
Clause 22 -The contractor shall not set fire to any standing jungle, trees, brush wood or
grass without a written permit from the Executive Engineer. When such permit is given,
and also in all cases when destroying out or dug up trees brush wood, grass etc. by fire
the contractor shall take necessary measures to prevent such fire spreading to or otherwise
damaging surrounding property.
The contractor shall make his own arrangements for drinking water for the labour
employed by him.
Measure for prevention of fire
Clause 23 -Compensations for all damage done unintentionally or intentionally by
contractor/ labourers whether in or beyond the limits of corporation property including
any damage caused by the spreading of fire mentioned in clause 22 shall be estimated by
the Engineer in-charge or such other officer as he may appoint and the estimated of the
Engineer-in-charge subject to the decision of the Dy, General Manager (CE) shall be
final and the contractor, shall be bound to pay the amount of the assessed compensation
on demand failing which the same will be recovered from the contractor as damage in the
manner prescribed in clause or deducted by " the Engineer-in-charge from any sums that
may be due to or become due from corporation to the contractor under this contract or
otherwise. The contractor shall bear the expenses of defending any action or other legal
Liability of contractor
for any damage done in or outside work
areas
Executive Engineer S.T. Nashik
Signature of Contractor 39 Executive Engineer
S.T. NASHIK
proceeding that may be brought by any person for injury sustained by him owing to
neglect of precautions to prevent the spread of fire and he shall also pay any damages and
cost that may be awarded by the court In consequence.
Clause 24 -The employment of female labours on works in the neighborhood of soldiers
barracks should be avoided as far as possible.
Employment of
female labour
Clause 25 -No work shall be done on a Sunday and holidays without the sanction in
writing of the Engineering in-charge,
Work on Sunday and
holidays
Clause 26 -The contractor shall not be. assigned or sublet without the written approval of
the Engineer-in-charge. And if the contractor shall assign or sublet his contract or attempt
to do soee, or become insolvent or commence any proceedings to be adjudicated and
insolvent or make any composition with his creditors, or attempt so to do, the Engineer in
charge may be notice in writing, rescind the contunct, also if any bride, gratuity gift, loan
requisite, reward or advantage, pecuniary or otherwise, shall either directly or indirectly
be given promised or offered by the contractor or any of his servants or agents to any
public officer or person in the employee of corporation in any way relating to his office or
employment or if any such officer or person shall become in any way directly or
indirectly interested in the contract, the Engineer in charge may be notice in writing to
rescind the contract. In the event of a contract being rescinded the security deposit of the
contractor shall thereupon stand forfeited and be absolutely at disposal of corporation,
and the same consequences shall ensure as if the contract had been rescind under clause 3
hereof and in addition the contractor shall not be entitled to recover or be paid for any
work there to actually performed under the contract.
Work not to be sublet
Contract may be
rescinded and security deposit forfeited for
subletting it without
approval or for
bribing a public
officer or if contractor
become insolvent.
Clause 27 – All sums payable by a contractor by of compensation under any of these
condition shall be considered as a reasonable compensation to be applied to the use of
Corporation without reference to the actual loss or damage sustained, and whether any
damage has or has not been sustained.
Sum payable by way
of compensation to be
considered as
reasonable
compensation without reference to actual
loss.
Clause 28 – In the case of a tender by porters any change in the constitution of a firm
shall be forthwith notified by the contractor to the Engineer-in-charge for his information.
Change in the
constitution of from to
be notified
Clause 29 – All works to be executed under the contract shall be executed under the
direction and subject to the approval in all respects of the Dy. General Manager (CE) of
the S.T. for the time being, who shall be entitled to direct at what point or points and in
what manner they are to be commenced and form time to time carried on.
Works to be under
direction of Dy. G.M.
(CE)/ Chief Civil
Engineer.
Clause 30 - Except where otherwise specified in the contract and subject to the powers
delegated to him by Corporation under the code rules then in force the decision of the Dy
General Manager (CE) / Chief civil Engineer of the S.T. for the time being shall be final,
conclusive, and binding on all parties to the contract upon all question relating to the
meaning of the specification designs, drawing and instructions herein before mentioned
and as to the quality of workmanship, or materials used on work, or as to any other
question, claim, right, matter or thing whatsoever, in any way arising out of or relating to
the contract designs, drawings specifications, estimates, instruction, orders or these
conditions or otherwise concerning the works or the execution or failure to execute the
same whether arising, during the progress of the work, or after the completion or
abandonment thereof.
Decision of Dy.
General Manager
(CE)
Executive Engineer S.T. Nashik
Signature of Contractor 40 Executive Engineer
S.T. NASHIK
Clause 31 – The contractor shall obtain form the Divisional stores all stores and articles
of European or American manufacture which may be required for the work, or any part of
the work or in making up any articles required thereof in connection therewith, unless he
has obtained permission in writing from the Engineer-in-charge to obtain such stores and
articles elsewhere. The value of such stores and articles as ay be supplied to the
contractor by the Engineer-in-charge will be debited to the contractor in his account at the
rates shown in the schedule in form A attached to the contract and if they are not entered
in the said schedule the same shall be debited to him at cost price with for the purpose of
this contract shall including the cost of carriage and all other expenses whatsoever, which
may have to he incurred in obtaining delivery of the same of the store aforesaid.
Clause 32 – When the estimate on which a tender is made includes lump sums in respect
of part of the work, the contractor shall be entitled to payment in respect of the items of
works involved or the part of the work in question at the same rates as are payable under
this contract for such items, or if the work in question is not i8n the opinion of the
Engineer-in-charge capable of measurement, the Engineer-in-charge may at his
discretions pay the lump sum amount entered in estimates, and the certificate in writing
of the Engineer-in-charge shall be final and conclusive against the contractor with regard
to any sum or sums payable to him under the provisions of this clause.
Lump sums in
estimates
Clause 33 – In the case of any class of work for which there is no such specifications as
is mentioned in the rule 1 such work shall be carried out in accordance with the divisional
specifications, and in the event of there being no Divisional specifications, then in such
case the work shall be carried out in all respects in accordance with the instructions and
requirements of the Engineer-in-charge.
Action where no specification.
Clause 34 – The expression, "works" or "work" where used in these conditions shall
unless there be something in the subject or context repugnant to such construction be
constructed to mean the work or the works constructed to be executed under or in virtue
of the :contract whether temporary or permanent and whether original altered, sub
situated or additional.
Definition of works.
Clause 35 – The contractor will quote his rate for sand, murum, stone metal removed
from Government Land (Excluding forest land) inclusive of Royalties, octroi taxes, etc.
Refund of quarry fees
and royalties.
Clause 36 –The contractor shall be responsible for and shall pay compensation to his
workmen payable under the workmen's Compensation Act, 1923 (VIII of 1923)
(hereinafter: called the said Act) for injuries caused to the workmen. If such
compensation is paid by corporation as principle under sub-section I of section 12 of the
said Act on behalf of the contractor, is shall be recoverable by Corporation from the
contractor under sub-section (2) of he said section. Such compensation shall be recovered
in the manner laid down in clause I above
Compensation under
w o r k m e n ' s
Compensation Act.
Clause 36A-The contractor shall be responsible for and shall pay the expense Of
providing medical aid to any workman who may suffer a bodily injury as a result of an
accident. If such expenses are incurred by Corporation the same shall be recoverable from
the contractor forthwith and be deducted without prejudice to any other remedy of
Corporation from any amount due or that may become due to the contractor.
Clause 36 B - The contractor shall provide all necessary personal safety equipment and
first aid apparatus available for the. use of the persons employed on the site, shall
Executive Engineer S.T. Nashik
Signature of Contractor 41 Executive Engineer
S.T. NASHIK
maintain the same condition suitable for immediate use at any time and shall comply with
the following regulations in connection therewith :-
(a) The worker shall be required to the equipment so provided by the contractor and
the contractor shall take adequate steps to ensure proper use of the equipments
by those concerned.
(b) When work is carried on in proximity to any place where there is a risk of
drawing, all necessary equipment shall be provided and kept ready for use and
all necessary steps shall be taken for the prompt rescue of any person in danger.
(c) Adequate provision shall be made for prompt first aid treatment of all injuries
likely to be sustained during the course of the work.
Clause 37 (a) (1) -Quantities shown in the tender are approximate and no claim shall be
entertained for quantities of work executed being either more or less than those entered in
the tender for estimate
Claim for quantities of
work entered in the
tender of estimate.
Clause 37 - (b) of B-1 tender form and Clause (b) of B-2 tender form. The contractor
shall provide all necessary personal safety equipment and first aid apparatus available for
the use of persons employed on the site, shall maintain the same in good condition
suitable for immediate use at any time and shall comply with the following regulations in
connection there with :-
(a) The workers shall be required to use equipment so provided by the contractor
and the contractor shall take adequate steps to ensure proper use of the
equipment by those concerned.
Clause 38 -The contractor shall employ any famine, convict or other labour of a
particular kind or class if ordered in writing to do so by the Engineer-in charge.
Clause 39 - No compensation shall be allowed for any delay cause in the starting of the
work on account of any acquisition of land and in the cause of clearance works, for any
delay in according sanction to estimates.
Employment of
famine or other labour
Clause 40 - No compensation shall be allowed for any delay in execution or the work on
account of water standing in borrow pits or compartments. The rates are inclusive for
hard or cracked soil. excavation in mud. sub-soil water or standing in borrow pits and no
claim for and extra rate shall be entertained. unless otherwise expressly specified,
Claim for compensation for
delay in starting the
work.
Clause 41 – The contractor shall not enter upon or commence any portion of work except
with the written authority and instruction of the Engineer in Charge or his subordinate in
charge of the work. Failing such authority the contractor shall have to claim to ask for
measurements of or payment for work.
Entering upon or
commencing any
portion of work.
Clause 42-
(i) No contractor shall employ any person who is under the age of 16 years.
(ii) No Contractor shall employ donkeys or other animals with breeching of string or
thin rope. The breeching must be at least three inches wide and should be of
tepa (Nawer)
(iii) No animals suffering from stores, lameness or emaciarion or which is immature
shall be employed on the work.
(iv) The Engineer-in-charge or his agent is authorised to remove from the week any
person or animals found working which does not satisfy these condition and
no responsibility shall be accepted by Corporation for any delay caused in
the completion of the work by such removal.
(v) The contractor shall pay fair and reasonable wages to the workmen employed by
Minimum age of
person employed in
the Employment of
donkeys and /or other animals and the
payment of fair wages
Executive Engineer S.T. Nashik
Signature of Contractor 42 Executive Engineer
S.T. NASHIK
him in the contract undertaken by him, in the event of any dispute arising
between the contractor and his workmen on the grounds that the wages paid
or not fair and reasonable the dispute shall be referred without delay to the
Executive Engineer, who shall decide the same. The decision of the
Executive Engineer shall be exclusive and binding on the contractor, but
such decision shall not in any way affect the condition regarding the
payment to be made by Corporation at the sanctioned tender rates.
(vi) The contractor shall provide drinking water facilities to workers engaged on
large work in urban areas
Clause 43 - Payment to contractors shall be made by cheques drawn on S.B.I. through the
Divisional convenient to them, provided the amount exceeds Rs.10. Amounts not
exceeding Rs.10 will be paid in case.
Method of payment
Clause 44 – Any contractor who does not accept these conditions shall not be allowed to
tender for works.
Acceptance of
conditions
compulsory before tendering for work
Clause 45 – If Government declares a state of scarcity of famine to exist in any village
situated within 19 miles of work, the PIECE WORKER/ CONTRACTOR shall employ
upon such part of work, as are suitable for unskilled labour, any person certified to
him by the Executive Engineer or by any person to whom the Executive Engineer may
have delegated his duty in writing to be in need of relies and shall be bound to pay such
person wages not below the minimum which Corporation may have fixed in this behalf,
any dispute which may arise in connection with implementation of this clauses shall be
decided by Executive Engineer whose decision shall be final and binding on the PIECE-
WORKER / CONTRACTOR.
Employment of sarcity
Clause 46 – The price quoted by the contractor shall not in any case exceed the control I
price if any fixed by Govt. or reasonable price which it is permissible for him to charge a
private purchaser for the same class and description of goods under the provision of
hoarding or profiteering Prevention Ordinance 1943 as amended from time to time if the
price quoted exceeds the control price or the price permissible under Hoarding and
Profiteering Preventing ordinance the contractor will specifically mention this fact in his
tender along with reasons for quoting such higher price. The purchaser at discretion will
in such case exercise the right of revising the price at any stage so as to conform with the
controlled price on the permissible under the Hoarding and Profiteering Prevention
Ordinance. This discretion will be exercised without prejudice to any other action that
may be taken against the contractor.
Clause 47 – The tendered rates shall be inclusive of all Taxes, rates and cases and shall
also be inclusive of the tax leviable in respect of Works Contract under the provision of
Maharashtra Sales Tax on transfer of property of goods involved in the execution of
Works Contract Act, 1989 (Maharashtra Act, XXXV of 1989) [This clause 54 is in
accordance with Govt. of Maharashtra P.W.D. Circular No.CAT/1086/CR-330/Bldg-2
Mantralaya, Bombay 400 032. Of 10th, June 1987]
CLAUSE - 47 A -
a) The Bidder shall Quote his rate considering the provisions counted under GST
Act 2017.
b) The Bidder shall Quote his rate excluding GST.
c) GST shall be paid on the amount of bill of the work done as per prevailing
guidelines rate of GST during the period of work done as applicable.
Turnover Tax
Executive Engineer S.T. Nashik
Signature of Contractor 43 Executive Engineer
S.T. NASHIK
Clause 48 – The Contractor should as far as possible obtain his requirement of labour
skilled and unskilled from the nearest Employment Exchange.
Clause 49 – Contractor shall arrange at his own cost the water required for total work, for
minor current repair works only water will be supplied departmental I y Water Charges
will be recovered from the contractor @ 1% on the cost of water consuming items if the
contractor uses water available in S.T. Corporation.
Clause 50 – The Maharashtra State Road Transport Corporation reserves the right
themselves to recover amount if any due to the M.S.R.T. Corporation, against the contract
from any amount that may be due from M.S.R.T. Corporation to contractor.
Clause 51 – The successful tenderer will be required to produce to the satisfaction or the
specified concerned authority, the valid and concurrent license issued in his favor under
the provisions of the contract labour Regulation and abolition Act, 1970 before starting
the work Failure to do so shall result in the tender liable to be cancelled and tamest
money thereof will be forfeited.
Clause 52 – It is hereby agreed between the Chief Civil Engineer / Dy. G. M. (CE) and
the Contractors as under:-
(i) Whenever the world "Civil Engineering Department Stores or G.E.D.
Stores" occurs in the Agreement, these shall be read as "S.T. Divisional
Stores".
(ii) The words "P.W.D." or "Public Works Department" whenever occurs in
the Agreement shall be read as "Maharashtra State Road Transport,
Corporation".
Clause 53 – The contractor will make all the necessary formalities pertaining to the
Drainage and water supply for the works from the Muni. Corp. Of Greater Mumbai or
some such equivalent Parish ads / Council / Municipalities / Corporation through a
licensed plumber and submit "Drainage completion Certificate" (D.C.C.) in respect of
drainage work and certificate 27-A in respect of water supply work of the project. He will
pay all the respective nonrefundable fees of M.C. of Greater Mumbai required for the
above as per Municipal Corp. of Greater Mumbai. The rules and by-laws of the local
Governing bodies. It is contractor's responsibility to get the above formalities completed
timely from the concerned authorities.
Clause 54 – The contractor shall obtain temporary electric supply from M.S.E.B. or
licence for the purpose of fabrication , polishing etc. at his own cost by observing all
necessary formalities including consent of the Unit Head for tapping the connection
(where relevant). The contractor will be responsible for safety against any kind of
damages to property or lives arising, from mishaps due to such installations.
Clause 55 –Price variation clause is not applicable for this work.
Clause 56 –
a) The anti-malaria and other health measure shall be as directed by the
Joint Director (Malaria and Fileria) of health Service, Pune.
b) Contractor shall see that mosquitogenic conditions are not created so as to
keep vector population to minimum level.
Antimisiaris and other
health measures
Executive Engineer S.T. Nashik
Signature of Contractor 44 Executive Engineer
S.T. NASHIK
c) Contractor shall carry out anti-malaria measures in the area as per
guidelines prescribed under National Malarial Eradication Programme
and as directed by the Joint Director (Malaria and Fileria) of Health
services, Pune.
d) In case of default in earring out prescribed anti-malaria measures resulting
in increase in malaria incidence, contractor shall be liable to pay to
government the amount spent by Government on antimalware measures
to control the situation in addition to fine.
e) Relation with Public Authorities:
The contractor shall make sufficient arrangement for draining away the
sullage water as well as water coming from bathing and washing places
and shall dispose of this water in such way so as not to cause any
nuisance. He shall also keep the premises clean by employing sufficient
number of sweepers.
The contractor shall comply with all rules, regulations bye-laws and directions given
from to time by any local or public Authority in connection with this work and shall pay
fees or charges which are leviable on him without any extra cost to Corporation. [Govt.
circular No. CAT-1086/CR-243/Desk Building 2 dated 1-9-1987]
DEFECT LIABILITIES
CLAUSE NO. 57: CONTRACTOR LIABLE FOR DAMAGE DONE AND
FOR IMPERFECTION.
If during the period of one year from the date of completion as certified by the
engineer in charge or one year in the opinion of the Executive Engineer, the said work is
defective in any manner what so ever. The contract shall forthwith on receipt of notice in
that behalf from the Executive Engineer, duty commence execution and completely carry
out at his cost in every respect all, the works that may be necessary for rectifying and
setting right the defect specified there including dismantling and reconstruction of unsale
portions strictly in accordance with and in the manner prescribed and under the
supervision of Executive Engineer/ or his representative in no event of the Contractor
failing of neglecting to commence.
Execution of the said rectification work within the period prescribed thereof in
the said notice and or complete the same as for said as required by the said notice the
Executive Engineer get the same executed and carried out certainly or by any other
agency at the risk on account and cost of the Contractor. The Contactor shall for on
demand pay to the Corporation the amount of such costs charges and sustained or
incurred by the Corporation of which the certificate of the Executive Engineer shall be
binding on the Contractor. Such cuts charges and expenses shall be deemed to be arrears
of land revenue and in the of the Contractor failing or neglecting to pay the same demand
and aforesaid without prejudice and other right remedies of the corporation, the save may
be recover from the Contractors as arrears of land revenue. The Corporation shall also be
entailed to deduct the same from any due amount to the Contractor.
Executive Engineer S.T. Nashik
Signature of Contractor 45 Executive Engineer
S.T. NASHIK
There after become payable the Corporation to the Contractor either respect of
the works or any other work / works what so ever from the amount Security Deposit
retained by Corporation. Security Deposit shall be refunded after the expiry of one year
from the date which the final bill is paid. The defect liabilities period in particular for
resurfacing & hardening work 6 month, for asphalting work one year and for water
proofing work 7 years & for all other works 6 months.
Clause 58 - Contents of Tender Notice attached to this tender, form a part & parcel of
this tender agreement.
Clause 59:- The contractor shall obtained temporary electric supply from M.S.E.B. or
license for the purpose of fabrication, polishing etc. at his cost by observing all necessary
formalities including concerned of the unit head for tapping the connection (where
relevant). The contractor will responsible for safety against any kind of damages to
property or lives arising from mishaps cause to such installation.
Additional Condition about availability of funds The budget provision for this work is less at present. The payment of bills will be made as per availability of
funds. No claims will be entertained for delayed payments.
If situation arises, the work will be stopped at safe stage and will be withdrawn under clause-15 for which no
compensation will be allowed.
SPECIAL NOTICE
It is particularly requested that no person will propose to undertake works provided for the
and described in the following contract and specification unless he is fully qualified and has good
practical experience as a Master Contractor in the construction of works of Similar kind and is
likewise in all other respectfully competent responsible to and for the performance of the contract. It must be
distinctly understood that the conditions of the contract are intended to be rigidly enforced and any
contractors, who does not accept these conditions in to shall not be considered for the works.
Extra charges or claims in respect of extra works will not be allowed unless either the work to which
they related are clearly without the sprit and meaning of the specifications or unless such works are ordered in
writing by the Chief Civil Engineer / Executive Engineer and approved by the Corporation and are claimed for
in the specified manner.
All materials shall be of the best quality of their respective kind and described in detail in
the "Specification" and schedule of "Quantities" and shall inter alia, fulfill and Municipal requirements
and any deviations from will not be permitted.
The works provided for this contract shall be carried out to the entire satisfaction of the
MAHARASHTRA STATE ROAD TRANSPORT CORPORATION and any directions issued by the
Corporation in all matters, pertaining to the contract shall be binding on the contractor.
Executive Engineer S.T. Nashik
Signature of Contractor 46 Executive Engineer
S.T. NASHIK
LIST OF APPARATUS REQUIRED (A)
SR. Apparatus
Nos.
(Min Req) No.
1 Cube Mould 24 Nos.
2 Slump Cone with Rod 2 Nos.
3 Measuring Cylinder (Glass) (1000 ml) 4 Nos.
4 Compression testing machine hand operated 1 No.
(150 MT capacity)
5 Electric Weighing Machine 3 Kilogram (L.C.I. Gm) 1 No.
6 IS Sieve Set 1 No.
7 Flakiness test gauge 1 No.
8 Vernier Caliper 1 No.
9 Dumpy level with stand and staff 1 No.
10 Theodolite 1 No.
11 Equipment for Determination of moisture 1 No.
content
12 Mason's Kit 5 Nos.
13 Oven 1 No.
14 Furniture as
required
Executive Engineer S.T. Nashik
Signature of Contractor 47 Executive Engineer
S.T. NASHIK
LIST OF APPARATUS REQUIRED FOR ROAD WORKS INCLUDING HOT MIX (B)
SR.
No. Apparatus
Nos.
(Min Req)
1 Set of buckets for bulk density 30 Litr. capacity sample. Diving (Various
Signature of Engineer in charge Signature of Agency
Executive Engineer S.T. Nashik
Signature of Contractor 49 Executive Engineer
S.T. NASHIK
SPECIAL CONDITIONS AND TECHNICAL SPECIFICATION (Civil Work & Electrical Work)
1.General Technical Specification shall comprise the specifications containing in the Standard Specifications
mentioned hereinbefore. The I.S. specification contained in P.W.D. Hand Book of Government of
Maharashtra and Indian Electricity Rules framed under Indian Electricity Act for Electrical Works, also be
considered as part of these
2.GENERAL TECHNICAL SPECIFICATIONS
In the event that no specifications. Instruction or guidelines are available in Standard Specifications or
Annexure, for carrying -out particular item or work or testing of materials as relevant specification and
standards laid down in the codes of Practices listed below shall be applicable and binding on the Contractor. 3.THE CODES OF PRACTICES THAT SHALL ALSO BE APPLICABLE ARE AS UNDER
Abbreviations Code of Practice.
IS Indian Standard of the Bureau of Indian Standard
BS British Standard of British Standards Institutions.
ASTM American Standard of the American Society of Testing
Material.
ACI American Concrete Institution
DIN Deutscher Normenausschuss ( Germanlspetons )
SP Special Publication of Bureau of Indian Standard
NBC National Building Code of India.
IRC Indian Roads Congress.
MOST Ministry of Surface Transport (Roads Wings)
Specification for Road and Bridge Works 1988
MORTH Ministry of Road Transport & Highways.
CPHEEO Central Public Health and Environmental Engineering Organization Drainage and per Manuals-Govt., of India
4. In so far any stipulation made herein conflicts or is inconsistent with any of the Provision of the
standard specifications. the stipulation made herein shall always prevail
5. The codes of Practices would always mean the latest editions of codes of Practices current on the day.
30 days prior to the last date of receipt of tender and. only the Standards and specification mentioned
therein shall be applicable.
6. The Contractor shall to responsible for the quality of work in the entire construction work within the
Contract. The Contractor shall therefore have his own independent and adequate set up for ensuring
the same.
Executive Engineer S.T. Nashik
Signature of Contractor 50 Executive Engineer
S.T. NASHIK
7. The Contractor shall carryout modification in procedure of work, if any, as directed by the Engineer
during his inspection. Contractor shall keep a book called Work Order Book on site Engineer will
enter his observation i this book whenever necessary. Contractor's representative shall sign below the
remarks in token of acknowledgement. Works falling short of quality directed by the Engineer shall
be rectified immediately the Contractor as his cost. For cement mild steel, High Tensile steel,
Concrete and similar other materials where essential test are to be carried at the manufacturers Plants
or at laboratories other named laboratory the cost of samples, sampling forwarding, testing and
furnishing of test certificates, shall also be borne by the Contractor. The test certificates shall be
furnished to the Engineer in-charge 8. Unless specified otherwise, the method of sampling and testing of materials shall be as per the
relevant IS and special publications. In the absence of relevant Indian standards the sampling and
testing procedure to be used shall be as prescribed by the Engineer-in-charge. 9. The Materials to be incorporated in the building for various items of works shall be procured by the
Contractor in advance and samples thereof got approved from the Engineer-in charge
10. The approved samples shall be retained in a sample room constructed at site of work till completion
of work. No deviation in size, grade and quality of the material shall be made by the Contractor
during the construction on any Plea/ground that the large quantity of such material is not available or
otherwise. 11. The contract rates quoted for various items of work in the Bill of Quantities shall be deemed to be
inclusive of the cost of the provisions indicated in the above mentioned clauses.
12. Equipments for surveying, leveling, lining out and measurement on the work shall be procured at his
cost by the Contractor for his use. The same shall also be made available to the Engineer at site for
any work connected with the Contract without any charge. Maintaining the instruments in proper
working condition shall be the responsibility of Contractor.
13. The equipment such as spirit level, plump bob, log and short right angles steel tapes of different
lengths, nylon thread plastic transparent water tubes etc. shall be procured and Kept in dimensions. 14. The contractor shall have to construct and provide laboratory cum sample room and site office with
toilet for the supervisory staff of the Engineer-in-charge in addition to his site office, go-downs etc.
all these structures shall of semi permanent nature and shall be constructed by the Contractor at his
own cost as per the plan repaired and approved by the Engineer-in-charge 15. This site office, laboratory cum sample room shall be Independent structures or shall be housed under
one roof
The site office shall have a cabin for the Engineer and /or his authorised representative and a meeting
shall which will also serve as place for supervisory staff of the Engineer-in-charge Suitable land if
available with the, Department will be made available to the Contractor for this purpose.
16. The sample room shall be meant for keeping the sample of materials approved by the Engineer and the same shall be the sole property of the Department to be supplied free of cost by the Contractor.
17. A room for site laboratory shall be provided by the contractor and equipped by the Contractor. 18. On completion of the entire work the temporary structures shall be dismantled by the Contractor, if so
ordered by the Engineer. 19. However, in case the Engineer desires to retain these structures for his use for some time more, even
after completion of work the Contractor shall retain these structures and the ownership of the same
shall deemed to be transferred to the Engineer-in-Charge. In such event the Contractor shall have no
financial claim against the Engineer-in-charge.
20. Obtaining the water supply and electric connection for above structures from the concerned local
authorities and payment of water supply and electric energy charge to concern authorities shall be the
responsibility of the Contractor which he shall discharge at his own cost, for the entire contract
period.
Executive Engineer S.T. Nashik
Signature of Contractor 51 Executive Engineer
S.T. NASHIK
21. The Contractor intending to use particular equipments, plants and machinery on work, shall inform
the Engineer about such intention one month in advance. He shall clarify the purpose utility and
mode of operation etc. to the Engineer and get the same approved.
22. During the course of construction unusual situations and typical problems may arise in which case the
Engineer may demand the methodology of construction, the contractor intends to adopt.
In such an event the Contractor shall furnish the same and adopt the methodology duly modified if so
ordered by the Engineer. In order to achieve quality, workmanship and constructional effect the
Engineer shall also propose particular methodology which shall be adopted by the Contractor.
Executive Engineer S.T. Nashik
Signature of Contractor 52 Executive Engineer
S.T. NASHIK
GENERAL INSTRUCTIONS
1. In the absence of any definite provisions on any particular issue in the aforesaid "Standard
Specification" reference may be made to the Volume-II Codes of practice and in case of any dispute
arising out of interpretation of the above the decision of the Engineer shall be final and binding on the
Contractor.
2. In so far as any stipulation made herein conflicts or is inconsistent with any of provision of the "Standard Specification" I.S. Codes of practice, the stipulation made herein shall always prevail.
3. The special stipulations which are in addition and over and above the specifications contained in
"Standard Specification " are given in foregoing clauses and shall be binding on the Contractor
without any claim for extra labour and material there for.
4. The purpose o this stipulation is to achieve good workmanship and the work done in an Engineer-
like-manner in part as well as in the totality at every proper stage of work. This necessitates and
becomes binding on part of the Contractor to obtain written approval and acceptance of the work
done under different stages from the Engineer-in-charge 5. Not obtaining the written approval/acceptance of the work done from the Engineer-in-charge at a
particular stage of item of work stipulated and proceeding ahead of the next stage of work under the
same or different item may viewed as serious lapse on part of the contract. In such an event the work
done not proved by the Engineer-in-charge may be summarily rejected similarly wherever work done
which converts the unapproved work may also be rejected Such rejected work shall be removed by
the Contractor at his own cost. 6. Acceptance of work done and granting permission to the Contractor to proceed with further stage of
work as per the stipulations made herein shall be done by the Engineer by such mentions in Work
Order Book or by letter in writing. the Contractor shall have to note and sign such remarks and
certifications made in the work order book maintained at the site of work. 7. In case the Contractor finds that part of whole of the excavated material is such that it is not useful for
refilling the excavated pits and trenches and /or plinth or land development of site of work, he shall
inform in the initial stage only. In case the Engineer approves of his fact and such proposal he shall
order for final disposal of excavated unuseful material beyond the premises. 8. As soon as the excavation in pits and trenches partly or fully by the Contractor he shall get the same
approved in writing from the Engineer and shall not proceed with next item of work such as laying of
sailor bed concrete etc. without complying with his requirement.
9. As soon as the excavation for foundation is approved he levels of these same shall be taken and
recorded by the Engineer in a separate book known as field book which will be signed by the
Contractor in token of acceptance of the same.
10. The depths and heights of work done different hidden items of work in foundation shall be
determined from difference of levels of top and bottom Hence it will be binding upon the Contractor
to arrange for level taking at intervals of top and bottom. Hence it will be binding upon the
Contractor to arrange for level taking at intervals and sign the levels record in field book by the
Engineer in token of acceptance of the same. The Contractor shall not proceed with next item unless
this be done.
11. The plinth level i.e. floor level of the ground floor shall be got predetermined by the Contractor from the Engineer in writing.
12. The floor level shall be fixed in the form of reduced level with reference to the level of permanent or
temporary bench mark. The bench mark fixed shall be properly secured, constructed protected, and
maintained by the Contractor at one or more locations as ordered by the Engineer.
13. For fixing the plinth level the Contractor shall get the made up or the developed ground level decided
before hand in writing from the Engineer.
Executive Engineer S.T. Nashik
Signature of Contractor 53 Executive Engineer
S.T. NASHIK
For this purpose the Engineer & the Contractor shall take account for following consideration.
a) Contours and slope of natural ground of works sight.
b) Level of top of adjoining public road. c) The length and gradient of approach road from the public road to the entrance of the
building.
14. The plinth level shall be in accordance with the height of plinth shown on Architectural drawing measured above the made up or developed ground level decides and fixed in advance as above.
15. On the basis of reduced levels of made up or developed ground level in plinth the Contractor shall
submit the Sectional drawings of plinth in to copies to the Engineer duly signed by him. He shall
clearly show thereon the reduced level of flooring at plinth, top of bed concrete below flooring, top of
plinth filling based on the predetermined reduced level of the made up or developed ground level.
The sectional drawing shall show the sections through internal wall and external walls distinctly duly
indicating top of R.C.C. plinth beams in case of frame structure and offsets of walls at plinth level
and at ground level and inside the foundation, in case of load bearing structure.
16. The Engineer shall scrutinize the sectional drawings submitted by the Contractor; modify the same if
necessary and return one copy of approved drawings to the Contractor duly signed in token of
approval and acceptance of the contents of the drawing. The contractor shall strictly adhere to the
reduced levels involved in different items of work in plinth as shown on approved plan.
Executive Engineer S.T. Nashik
Signature of Contractor 54 Executive Engineer
S.T. NASHIK
ADDITIONAL SPECIFICATION FOR CONCRETE WORKS 1.0 For all items of concrete works in any structural portion or its components only Design Mix concrete
shall be used. For grade of concrete less than M-15 Nominal mix concrete may be used.
2.0 Nominal Mix
In case of nominal mix concrete is not required to be designed by preliminary tests. The proportion of
cement, fine aggregate sand coarse aggregates specified by volume.
3.0 Design Mix
3.1 Concrete of specified grade shall be designed on the basis or preliminary tests. The
Contractor shall make trial mixes using samples of aggregate and cement typical of those to
be used in the works, if possible the concreting plant and the methods of transporting and
depositing the concrete to be employed in the work shall be used to stimulate working
conditions with the trial mixes.
Design mix shall be carried out in accordance with the provisions laid in 18.10262
3.2 Preliminary tests strength requirements of controlled concrete shall conform to requirements of IS.456
3.3 All these preliminary tests approvals etc. shall be got done well in advance by the Contractor
before any concreting is contemplated Failure on the part of the Contractor to do so and the
consequent delay in the work will not entitle "him to any compensation whatsoever. either
financially, or by way of extension of time. 4.0 Cement Content
Minimum cement content of various grades of Design mix concrete shall be as per I.S.
4.1 Water Cement Ratio
Water cement ratio in all elements shall be as low as practicable in conformity with requirement of workability as per I.S.456
4.2 Water Quantity and Slump
Water quantity and slumps for all reinforced (ordinary and controlled concrete) and Plain concrete
work shall conform to IS 456 specification unless otherwise directed by the Engineer.
4.3 Admixtures
Use of super plasticizers in concrete shall be permitted Admixtures shall comply with IS 6925 The cost of admixtures shall be borned by the Contractor.
5.0 Workmanship
5.1 Proportioning Concrete Proportioning of concrete shall conform to IS: 10252 unless otherwise directed by the Engineer.
5.2 Mixing of Concrete
Design mix concrete as well as nominal mix concrete shall be mixed following the provisions in
standard specifications unless otherwise directed by the Engineer Unless otherwise agreed by the
Engineer concrete shall be mixed in a batch type mixer which shall comply with IS: 1791, IS : 4935
Executive Engineer S.T. Nashik
Signature of Contractor 55 Executive Engineer
S.T. NASHIK
or such other types as the Engineer may approve.
When swing type weight batcher are used they shall comply with IS 2722 Batch mixers shall be
tested and perform in accordance with IS: 4634 or such other tests as the Engineer may require.
During hot weather the Contractor shall ensure that the constituent materials are sufficiently cool to
prevent the concrete from stiffening in the intervals between its discharge from the mixer and as final
position. 5.3 Transportation, Placing and Compaction of Concrete
The method of Transportation, Placing and compaction of concrete shall be followed as-per Standard
Specifications unless otherwise directed by the Engineer. The Compaction shall be done with surface
float vibrators for slab and with pin vibrator for columns and beams.
Vibrators of adequate capacity shall be employed of the all types of works.
5.4 Curing
Curing shall be done following provisions of Standard Specifications and as directed by the Engineer,
Approved curing compounds may be used in lieu of moist curing with the permissions of the
Engineer. such approved compounds shall be applied to all exposed surfaces of concrete as soon as
possible after the concrete has set.
5.5 Working in Extreme Weather
During windy weather efficient protection shall be provided to prevent the cement from being blown
away during the process of proportioning and mixing. During wet weather, the concrete shall be
adequately protected as soon as it is in position No concreting shall be carried out during period of
continuous heavy rain unless, it is completely covered during mixing transportation and placing. in
extreme hot weather, concreting shall be restricted to mornings and evenings, Time between mixing
and placing of concrete shall be kept to the minimum and formwork shall be cooled by sprinkling
with water starting curing before concrete dries out.
5.6 Finishing
Finishing work shall comply with requirements of Standard Specification unless otherwise specified herein below.
Immediately on removal of forms, the RCC work shall be examined by Engineer before any defects are made good.
a) The work that has sagged or contains honey combing to an extent detrimental to structural
safety or architectural concept shall be rejected.
Surface defects of a minor nature shall be rectified generally as indicated below by the Contractor
Surface defects which require when form are removed usually consists of bluges due to movement of
forms, ridges at form joints, honey combed areas, damages resulting from the stripping of forms and
bolt hole Bulges and ridges shall be removed by careful chipping or tooling and the surface is then
rubbed with a grinding stone. Honey combed and other areas shall be chipped out, the edges being
cut as straight as possible and perpendicularly to the surface, or preferably slightly under cut to
provide a key at the edge of the patch, bolt holes shall be closed by cement mortar to ensure through
filling.
Shallow patches shall first be treated with a coat of thin grout composed of one part of cement and
Executive Engineer S.T. Nashik
Signature of Contractor 56 Executive Engineer
S.T. NASHIK
one part of sand and then filled with mortar similar to the used in concrete.
The mortar is placed in layers not more than 10mm thick and each layer shall be given is scratch
finish to secure bond with the succeeding layer. The last layer shall be finished to match the
surrounding by floating. rubbing or cooling formed surfaces by the pressing the form material against
the patch while the mortar is still plastic.
Large and deep patches require filling up with concrete held in place by forms. Such patches shall be reinforced and carefully dowelled to the hardened concrete.
The same amount of care to the material in the patches shall be taken as with the hole structure
Curing shall be started as soon as possible after the patch is finished to prevent early drying, damp
hessian may be used.
Constructions joints shall be provided and treated following the provisions of specification and as directed by the Engineer.
6.0 Durability
Minimum cement contents for different exposures and sulphate attack are given in Tables 19 and 20
of IS 456 shall be followed for design mix.
7.0 Tests and Standard of Acceptance
7.1 Test and Standard of acceptance criteria of design mix concrete and nominal mix concrete shall be as
follows Sampling and testing of concrete shall be as done as per provisions of Standard Specification
Acceptance criteria for strength of concrete shall be as below.
a) Design Mix Concrete
Full payment shall be made when 80% of the test cube results are equal to and above the minimum
specified strength and the remaining 20% on the results are above 80% of the specified strength.
b) Nominal Mix Concrete
Full payment shall be made when 70% of the test cube results are equal to and above the minimum
specified strength and the remaining 30 % of the results are above 75% of the specified strength. Case falling outside the above limit shall be examined by the Engineer on merits in each case.
7.2 Defective Concrete
Any concrete which give sub standard results, or is severally damaged due to cracking or shows
excessive honey combing and exposure of reinforcement of if and fault, which in the opinion of the
Engineer, seriously impairs its function may be declared as defective concrete Acceptance of such
concrete shall be covered by IS 456, such non acceptable concrete shall be cuts out /removed from
the site and replaced by fresh concrete of the specified quality by the Contractor at his own cost.
Alternatively in case of acceptable concrete, the Contractor shall carry out whatever other remedy the
Engineer may reasonably required having regard to all the circumstances at expenses of the
Contractor. 7.3 Keeping Records
The records of mix design slump testing of CC cubes etc. shall be maintained in accordance with standard specification.
Executive Engineer S.T. Nashik
Signature of Contractor 57 Executive Engineer
S.T. NASHIK
SPECIAL CONDITONS OF CONTRACT
DRAWINGS SPECIFICATONS AND DEVIATIONS
The drawings and specifications, laid down minimum standards of equipment and workmanship shall be
observed. Should the tenderer wish to depart form the provisions of the specifications and drawings either on
account of manufacturing practice or for any other reasons, he should clearly draw attention in his tender to
the proposed points of departures and submit such complete information, drawings and specifications as well
enable there lattice merits of the deviations to be fully appreciated. The contractor shall prepare fabrication
and working drawings and be got approved by the Engineer. Approval of drawings does not believe the
contractor of his responsibility to meet with the intents of the specifications. All such drawings of approval
shall be in duplicate. All tools, tackles scaffolding and staging required for erection and assembly of the equipment and installation
covered by the contractor by the contract shall be obtained by the Contractor himself. All other materials such
as foundation bolts, nuts, etc. required for the installation of the plant shall also be supplied and deem to be
included in the contract.
CO-ORDINATION WITH OTHER AGENCIES:- Successful tenderer shall co-ordinate his work with other agencies engaged in, the construction of building.
COMPLETION OF TENDER SPECIFICATION:-
All fittings, unit, assemblies, accessories, hardware, foundation bolts, terminal lugs for electrical connection,
cable glands and miscellaneous materials or accessories or items of work which are useful glands and
necessary for efficient assembly and working of the equipment shall be deemed to be included in the tender
within the over-all cost quoted the equipment shall be completed in all details whether such details have been
mentioned or not. WORKMANSHIP:-
The entire work of fabrication, manufacture assembly and installation of equipment shall conform of high
grade workmanship. All the equipment supplied and erected must be able to withstand the Atmospheric
condition of A) Maximum ambient temp. 45 C
B) Maximum relative humidity 98%
C) Corrosive atmosphere
D) Hot and humid climate close to sea coast. TESTING & HANDING OVER:-
The contractor shall carry out tests on different equipment as specified in various standards in the presence of
representatives of the Engineer in order to enable him to determine whether the plant, equipment and
installation is in general, complying with the specifications.
The installation shall be taken over by the Engineers after satisfactory testing along with four sets of documentation each consisting of:- i) Detailed equipment data as approved by the engineer.
ii) Manufacturer's maintenance and operating instructions.
iii) Set of drawings, showing plant layouts, piping ducting, etc.
iv) Approved test readings and certificate of statutory authorities.
v) Test report of the contractor as per I.E. Rules. Submission of the above documentation shall form a precondition for the final acceptance of the plant and installation and final payment.
Executive Engineer S.T. Nashik
Signature of Contractor 58 Executive Engineer
S.T. NASHIK
PERFORMANCE GUARANTEE:-
All equipment and the entire installation shall be guaranteed to yield the specified ratings and design condition
plus / minus 3% tolerance. Any equipment found short of the specified ratings by more than the allowable
tolerance as determined by the test reading shall be rejected. The tenderer shall guarantee the following.
a) Quality, strength & performance of materials used.
b) Mechanical & electrical strength of all parts under all specified conditions of operation shall withstand for safe operation.
c) Satisfactory operation during the maintenance period.
d) Performance figures and other particulars as specified by the tenderer as per Schedule.
e) Quick free of change service during guarantee period for repairs and breakdowns
Executive Engineer S.T. Nashik
Signature of Contractor 59 Executive Engineer
S.T. NASHIK
STATUTORY INSPECTIONS:-
The contactor shall be fully responsible for meeting all the statutory obligations and local inspectorates
pertaining to the works carried out by them. The contractor should prepare all working drawing and obtain
approval of competent authority and also have the equipment and installation inspected and get approved. All
official fees will be borne and paid by the contractor and if paid by the Department to avoid delay directly
against demand in writing from the appropriate authority the Department will recover the same form the
contractor. All other expenses for submission and approval of the various and relevant statutory bodies
including the above shall be deemed to have been embodies in the tender prices.
INSURANCE:-
The insurance for the equipment shall be effected by the contractor with the Govt. Insurance fund with
director of Insurance, Govt. of Maharashtra, 16/17 floor, New Administrative Building M.G. Road Mumbai
400 032 or any other Nationalized insurance company on behalf of the department covering the risks toward
handling transit storage at site, transporting, erection testing and commissioning of the equipment at site.
Insurance shall be full and shall cover any loss or damages in accordance with clause 11 of General conditions
of contract of electrical works in the Public Works department (special Elcct. Form 180.) The damaged
materials will be set right or replaced by the contractor free of cost. The claims arising OUT of the composite
Insurance policy shall be dealt with or handled by the contractor. The contractor shall take a separate M.C.E.
Composite policy for these purposes COMPLIANCE OF SAFETY CODE :-
Successful tenderer shall ensure compliance with statutory provision of safety regulation and departmental
requirements of safety codes in respect of labour employed on the work by the department will be at liberty to
make the necessary arrangement at the cost of the contractor and recover this cost form him The contractor
shall be responsible for any compensation to the workmen payable under the Workmen compensation Act
1923 duly amended as on date or any other statutory regulations in force.
A competent authorised and licensed supervisor shall be on the site whenever the contractor's men are at
work. The supervisor should ensure that all plant and machinery used on the site are rendered safe for working
and meets with the Indian or International safety standards applicable for the use and operation of such
machinery. The supervisor should also ensure hat the workmen are supplied with and made to use safety
appliances such as safety belts, life lines helmets etc. and those prescribed as per I.E. Rules, 1956.
It is entirely the responsibility of the contractor to practice the principles of 'Safety First' during the entire
tenure of work with adequate comprehensive insurance covering injury or death to workmen or any other
persons on site loss by theft, or damage to materials and property in position or not. The contractor should
clear the site of all debris very day to avoid accidents.
In case this is not done, the Department may engage necessary labour to maintain the cleanliness of the
premises and removal of debris, and debit all or part of the expenditure so incurred to the Contractor.
The contractor shall here to, at his own expenses make all preliminary arrangement as indicated below immediately after the contract is awarded without any loss of time.
A) He shall construct necessary store sheds with double locking arrangement for the storage of
the materials required on the work The material brought at site for execution of the work shall not be removed
without specific permission is obtained form the competent authority in writing.
B) He shall at his own expenses engage watchman for guarding the materials and the work
during day and night against any pilferage or damage and also for prohibiting any tress passers till it is finally
handed over to the building authority.
Note: All codes and standard referred in the specific action are latest where not specified otherwise
the installation shall generally follow the Indian Standard codes of Practice or the relevant British standard
codes of practice in the absence of corresponding Indian Standards.
Executive Engineer S.T. Nashik
Signature of Contractor 60 Executive Engineer
S.T. NASHIK
LIST OF APPROVED MAKES
The Engineer-in-charge is at liberty to select any of the brands indicated below. The Contractor obtains prior
approval from Engineer-in-charge, placing order for any specific material may approved order any of the
"Makes' or Brands' out of the list below.
All material should confirm to relevant standards and codes of BIS and. shall have ISI mark. In the case of items for which approved make/vendor is not given below,the Contractor shall with the prior
approval of the Engineer-in-charge. in charge procure the same of the first quality and satisfy the Engineer-in-
charge before use in the works.
In case of Contradiction between the approved makes /vendors specified below and mentioned in the
Specifications / Bill of quantities. The decision of the Engineer-in-charge shall be final and binding on the
In addition to the conditions of contract described before, following General Conditions shall also be become part of this bid document and will latter become part of the Contract.
1.0 Water Supply for Construction.
The water Procurement responsibility of construction work as well as drinking for labours etc. shall
solely rest on the Contractor. No pavilion on account of water shall be admissible to the bidder irrespective of
water lead, lift and cost. Before quoting, the bidder shall asses the availability of the water at site. In case the
Contractor desires to have a bore well on the site of work and utilise the water available for the same,
necessary permission may be sought from the Engineer-in-charge subject to the condition that.
a) The cost of bore, piping and pumping machinery is borne by the Contractor and the use of water shall be allowed free of charge.
b) The quality of water is to be found suitable for construction/drinking after testing of the same in the approved laboratory.
c) The bore-well, piping and pumping machinery shall become key property of the employer after
completion of the work without any claim for cost of the same by the Contractor
d) The availability of the water in sufficient quantity and of suitable quality shall be responsibility of the Contractor.
Contractor to make his own arrangements for supply of strong temperature piping etc. at his own cost.
Executive Engineer S.T. Nashik
Signature of Contractor 62 Executive Engineer
S.T. NASHIK
GENERAL SPECIFICATIONS FOR WATER PROOFING WORK
Rates for respective items shall include for the additional specifications: 1. The work of water proofing described in the following items shall be carried out by the contractor
only through a renowned specialist waterproofing agency using cement waterproofing compounds, as
approved in writing by the Executive Engineer.
2. The contractor shall give before actual execution, detailed specifications for each item of work of
waterproofing to be executed according to the specifications of the specialist agency he proposes to
employ, for approval. The work shall not be started unless approval in writing is given by the
Engineer-in-charge to the said specifications. 3. The contractor shall give a guarantee bond on requisite stamp paper for a minimum period of 7 years
for all the items of waterproofing done. During the guarantee period the contractor shall entirely be
responsible to rectify any defect at his own cost to maintain the work in water proof condition. The
waterproofing contractor shall also have to make good all the surroundings disturbed by him during
the rectification work at his own cost. The form of written guarantee shall be on a legal stamped
agreement acceptable to the Government. The Guarantee shall be given within one month from the
date of completion of waterproofing treatment but any delay in furnishing the guarantee shall not
relieve the contractor from the implication of this clause. 4. 25% (Twenty Five percent) of the cost of the waterproofing work executed shall be retained as
"Retention Money" for a period of seven years covering the guarantee and the same shall be released
only after satisfactory performance of the treatment during guarantee period of 7 years. 5. The waterproofing agency shall provide and install at its own cost the following for its own use and
remove the same after completion of the work:
i] Two pumps electrical/ diesel operated for watering and curing at any level in the building. Curing for all items shall be carried out for a minimum period of 14 days.
ii] Temporary Mild Steel water storage tanks.
iii] Temporary galvanised iron piping and fittings for water line. iv] Flexible hose lengths. v] Cement go-down, site office.
6. Injections to reinforced cement concrete slab, wherever required have to be undertaken by the
contractor free of cost.
7. Before starting the waterproofing work, the surface receiving the treatment shall be cleaned properly. 8. The item of waterproofing as given in the Schedule "B" applied for work in any position and on any
floor and at any height. The lift of material shall not form any criteria for extra payment.
9. For the reference of contractor, guideline specifications for waterproofing are attached herein with
the General Specifications.
Executive Engineer S.T. Nashik
Signature of Contractor 63 Executive Engineer
S.T. NASHIK
GENERAL GUIDELINES FOR WATERPROOFING WORK FOR REFERENCE OF
CONTRACTOR (NOTE: The contractor is required to give detailed specifications for each item of waterproof work.)
1. Roof Slab and Terrace :
Providing average 112 mm thick cement based waterproofing treatment with brick bat coba bedding
by keeping the treatment minimum 75 mm thick at the rain water pipe point and keeping the gradient not
flatter than 1 in 100.
a) Cleaning the surface to the requirements.
b) Giving a coat of wash mixed with cement.
c) Providing 12 mm thick cement mortar bed with admixture of water-proofing compound to
form a bed for brick bats. Special care shall be taken at the junction of parapet and terrace
slab to ensure gaps, if any, are properly sealed.
d) Placing brick bats of varying sizes (average 80 mm thick) to a proper slope and grouting
their joints with chemical process in cement mortar with 2% with waterproofing compound.
e) Providing all around the terrace large waterproof wattas (roundings) upto a height of 30 cm. in P.C.C. or as directed above the finished level of waterproof treatment.
f) Finishing and curing for 14 days.
g) Carrying out the test. Payment for the item shall be released only after results of pond test are satisfactory.
2. Toilets :
a) Cleaning the surface to the Department's requirements.
b) Giving a coat of wash mixed with cement.
c) Providing 25 mm thick waterproof treatment to bottom of toilet floors
d)
e) Providing 20 mm to 25 mm thick cement mortar water proof treatment to the walls of toilets
up to the height of 1.00 metre above the finished floor level.
f) Providing waterproof wattas all around the toilets.
f) Grouting the mouths of inlets and outlets.
g) Filling sunk portion with brick bats including waterproof mortar and the top surface left
rough to form a key for tiles.
OVERHEAD TANK:
The work under some items in Schedule 'B' of the tender pertains to construction of
underground/ over head water tank. After completion of the work, water tank as a whole shall be
tested for water tightness and leakages if any shall be rectified forthwith without any extra cost to the
Department.
Executive Engineer S.T. Nashik
Signature of Contractor 64 Executive Engineer
S.T. NASHIK
GUARANTEE BOND FOR WATER PROOFING WORK
(Format of affidavit to be given on Rs. 500 Non-Judicial stamp paper sworn before Executive Magistrate/Notary Public)
(To be submitted with R.A. Bill /Fist & Final Bill to concerned Divisional Engineer of MSRTC)
Name of Work:
Name of Agency :
Agreement No. :
The Contractor hereby declared that the water proofing work on slab ,toilet, tank, etc carried out under this
contract shall be of the best quality and Workmanship and shall be strictly in accordance with the
Specifications and particulars contained / mentioned in the clause hereof and to the description and quality
aforesaid for a period of Seven years from the date of handing over the said work to the Department and
notwithstanding the fact that the Department may have inspected and or approved the said work.
If during the aforesaid period of Seven years, the said work be discovered not to conform to the said
description and quality aforesaid or have deteriorated (and the decision of the Engineer-in-charge in that
behalf will be final and conclusive) the Department will be entitled to reject the said work or such portion
thereof as may be discovered not to conform to the said description and quality. On such rejection, the work
will be at the Contractor's risk and all the provisions herein contained relating to rejection of work etc. shall
apply.
The contractor shall,if so called upon have to make good the work etc. or such portion thereof, as is rejected
by the Engineer-in-charge, otherwise the contractor shall pay to the Department, such damages, as may arise
by the reason of the breach of the condition herein contained. Nothing herein contained shall prejudice any
other right of the Department in the behalf under this contract specified amount i.e. maximum upto 10% (Ten
Percent) of total amount of respective executed amount of water proofing item (in addition to this bond) will
be recovered from running/ final bill as a ‘Retention Money’ this amount will be refunded to a contractor
after completion of defect liability period of Ten years prescribed for water proofing item.
Date : Name and sign. / Seal
of Contractor with date
Place :
Divisional Engineer Witness - in presence of
S.T. _________ 1) ____________________
Executive Engineer S.T. Nashik
Signature of Contractor 65 Executive Engineer
S.T. NASHIK
SPECIFICATIONS FOR FORMWORK AND STEEL CENTERING
I - FORMWORK: 1. Form Work:
Form work shall include all temporary forms of moulds required for forming the concrete which is
cast-in-situ together with all temporary construction required for their support. Unless otherwise
stated all formwork shall conform to I.S. Specifications.
2. Design of Formwork: Formwork including complete false work shall be designed by the Contractor
in accordance with IS:2750,4041 and all other relevant I.S. Codes without any extra cost to the
Employer and these shall be got approved from the Engineer before any formwork is taken up.
2.1 The contractor shall entirely be responsible for the adequacy and safety for false work
notwithstanding any approval or review by the Engineer of his drawing and design property, system
of formwork, if used detailed information shall be furnished to the Engineer for approval. 3. Quality of shuttering:
The shuttering shall have smooth and even surface and its joints shall not permit leakage of cement slurry.
3.1 Ply-board shuttering material to be used for sides of beams and columns shall be marine or
laminated plywood well seasoned free from projecting nails. Splits or other defects that may mark on
the surface of concrete. It shall not be so dry as to absorb water from concrete and swell and bulge, or
as green of wet as to shrink after erection. Mild steel plates or ply wood shall be used for slab and
beam bottoms.
3.2 The timber shall be accurately sawn and planed on the sides and the surface coming in contact with concrete.
3.3 So far as practicable clamps shall be used to hold the forms together. Where use of nails is
unavoidable minimum number of nails shall be used and these shall be left projecting so that they can
be easily with drawn. Use of double headed nails shall be preferred. 4. TOLERANCE
4.1 The formwork shall be made so as to produce finished concrete true to shape, lines, levels, plumb and dimensions as shown on the Drawings, subject to the following tolerance unless otherwise specified in these documents or drawings or as directed by the Engineer.
a] Section dimensions = 5 mm
b] Plumb = 1 in 1000 in height
c] Levels = 3 mm before any deflection has been taken place.
4.2 Tolerance given above are specified for local aberrations in the finished concrete surface and
should not be taken as tolerance for the entire structure taken as a whole or for the setting and
alignment of formwork, which should be as accurate as possible to the entire satisfaction of the
Engineer. Errors of noticed in any lift/tilt of the structure after stripping of forms, shall be corrected
in the subsequent work to bring back the surface of the structure to its true alignment. 5. Special Provisions:
Whenever the concreting of thinner members is required to be carried out within shutters of
considerable depth, temporary openings in the sides of the shutters shall, if so directed by the
Engineer be provided to facilitate the pouring and consolidation of the concrete. Small temporary
openings shall be provided as necessary at the bottom of shutters of walls and deep beams to permit
the expulsion of rubbish etc.
Executive Engineer S.T. Nashik
Signature of Contractor 66 Executive Engineer
S.T. NASHIK
6. Removal of formwork:
The formwork shall be so removed as not to cause damage to concrete. Centering shall be gradually
and uniformly lowered in such a manner as to avoid any shock or vibration. Supports shall be
removed in such a manner as to permit the concrete to take stress due to its own weight uniformly
and gradually.
The whole of the formwork removal should be planned and definite scheme of operation
worked out. Under no circumstance should forms be struck until the concrete reaches a strength of at
least twice the stress to which the concrete may be subjected at the time of striking but not before the
period as mentioned in IS:456 1978 where ordinary Portland cement is used.
II - STEEL CENTERING 1. Work Include:
Erecting steel centering with contractor's material comprising of standard steel adjustable props and
standard steel trusses/ joists/ spans, centering plate for bottom of slab and steel plates for bottom of beams etc. of adequate strength properly balanced for obtaining adequate rigidity to withstand all
loads coming on it including permanent and temporary fixtures and fastenings etc. complete for R.C.C. members like beams, slabs and canopy including its removal after the specified period
stacking, making good the damaged parts/ its replacement before its next use with all leads and lift
(all centering material shall be of contractor).
1.1 For R.C.C. beams, lintels, arches etc. formwork shall be of plywood of adequate thickness
and grade only. The centering/ supporting arrangement such as standard steel trusses/ joists/ spans as
standard adjustable/ fixed props. H type frames etc. shall be designed by the Contractor and got
approved from the Engineer before commencement of its erection. The contractor with the prior
approval of the Engineer shall use standard steel centering arrangements which may be manufactured
by the reputed firm.
1.2 The supporting arrangement designed by the contractor shall be conform to the relevant I.S.
code and Standard practice adopted in this type of work. The centering arrangement shall be
adequately braced and properly secured by using appropriate type of fastenings and fixtures to ensure
stability and rigidity of the centering to withstand all leads coming on it. The entire responsibility for
design, erection, maintenance and safety etc. will exclusively rest with the contractor. The Engineer
reserves right to call detailed design calculations of the entire centering or part thereof to verify its
stability and also reserve right to reject entire centering arrangement or part thereof and any material
used for the centering in the event of which the contractor shall have to arrange for its replacement at
his own cost.
2. Item to include:
2.1 The item shall include erection of centering with M.S. props, struts with all bracing,
fastening and fixtures, its removal after the specified period and its safe maintenance during the
above period, cost of safety precautions required to be taken for the workmen and Govt. property,
stacking of material after removal at suitable place, replacement of damaged / worned out parts,
cleaning etc.
2.2 The material used for centering shall be property of contractor and shall be allowed to be taken away after completion of work.
2.3. The centering, supporting arrangement should be designed by the contractor. He makes use of
the standard centering arrangement made by standard manufacturer such as Acro blue bird. All the
relevant codes etc. will be followed and appropriate centering may be suggested. The rate should all
include temporary/ permanent arrangement including temporary fastening and fixtures. The centering
material should be of contractor and he should take away from the site of work after completion of
work. Isolated lintels less than two meters in length chajja and plinth beam shall not be paid for
centering under this item. The payment irrespective of quantity of centering material procured by the
contractor at the work site.
Executive Engineer S.T. Nashik
Signature of Contractor 67 Executive Engineer
S.T. NASHIK
ADDITIONAL CONDITIONS FOR MATERIALS (CEMENT, ASPHALT, STEEL ETC.) BROUGHT BY CONTRACTOR
1. All materials such as cement, Mild Steel, HYSD bars Bulk Asphalt, etc. required for execution of work
shall be brought by Contractor at his own cost.
2. The Contractor shall maintain the record of these materials (Cement, Bulk Asphalt etc.) in the prescribed
proforma and registers as directed by Engineer-in-charge. The sample of prescribed proforma is
attached.These registers shall be signed by both contractors and representative of Engineer-in-charge. These
registers shall be made available for inspection, verification for the Deptt. as and when required. These
registers shall be in the custody of department and shall be maintained by the department.
3. The material required only for this work shall be kept in the go-down at site. No material shall be shifted
out side except for the work for which this agreement is entered, without prior approval of the Engineer-in-
charge.
4. The material i.e. cement, steel / Asphalt etc. brought on the work site shall be accompanied with the
necessary Company/ Manufacturing firm's test certificates. In addition these material shall be tested as per
frequency prescribed by the Department and the cost of such testing shall be borne by the Contractor. If the
test results are satisfactory, then and then only the material shall be allowed to be used on the work. If the
test results are not as per standards these materials shall be immediately removed from the work site at
Contractor's cost. In case of cement, if so requested by the Contractor in writing material will be allowed to
be used before receipt of test results but this will be entirely at the risk and cost of the Contractor.
5. The Contractor shall produce sufficient documentary evidence i.e. bill for the purchase, octroi receipts etc.
for the purchase of material brought on the work site at once, if so requested by the department.
6. All these material i.e. cement, steel / Asphalt etc. shall be protected from any damage, rains etc. by the contractors at his own cost.
7. The Contractor will have to erect temporary shed of approved specifications for storing of above materials at work site having double lock arrangements (By double lock it is meant that go-down shall always be locked by two locks, one lock being owned & operated by Contractor and other by Engineer-in-charge or his authorised representative and the door shall be openable only after both locks are opened.
8. If required, the weightment of cement bags/ steel / Asphalt etc. brought by the Contractor shall be carried out by the Contractor at his own cost.
9. The Contractor shall not use cement and other material for the item to be executed outside the scope of this
contract except for such ancillary small item as are connected and absolutely necessary for execution of this
work as may be decided by the Engineer-in-charge.
10. The Deptt. shall not be responsible for the loss in cement, steel, bulk asphalt etc. during transit to work site.
The cement brought by the contractor at the work site store shall mean 50 kg., equivalent to 0.0347 cubic
metre per bag by weight. The rate quoted should correspond to this method of reckoning. In case of
ordinary/ controlled concrete, if cement is found short, the shortage/ shortages will be made good by the
contractor at his cost. 11. Indemnity:
The condition regarding indemnity as defined will apply mutatis-mutandis in case of material brought by
Contractor at the site for the execution of the work being executed under this contract. 12. In case the materials brought by the contractor become surplus owing to the change in the design of the
work, the materials should be taken back by the contractor at his own cost after prior permission of
Engineer incharge.
13. All empty bags or empty asphalt drums shall be the property of contractor and the same shall be removed
immediately after completion of work.
14. RCC Hume Pipes of ISI Mark required for the construction of C.D. Work (whichever in this work) should
be purchased by the contractor from MSSIDC Only.
Executive Engineer S.T. Nashik
Signature of Contractor 68 Executive Engineer
S.T. NASHIK
QUALITY ASSURANCE CLAUSE
Annexure to the Public Works Department Circular No CAT-1091/CR-60/Bldg.2 Dated 14th October 1991
regarding incorporating additional conditions for Quality assurance and maintenance manual
1. To ensure the specified quality of work which will also include necessary survey, temporary works etc. the
contractor shall prepare a quality assurance plan and get the same approved from the Engineer in charge
within one month from the date of work order. For this, the contractor shall submit an organisation chart in
his technical personnel to be deployed on the work along with their qualifications, job descriptions defining
the functions of reporting, supervising, inspecting and approving. The contractor shall also submit a list of
tools, equipments and machinery and instrumentation which he proposes to use for the construction and for
testing in the field and/ or in the laboratory and monitoring. The contractor shall modify/ supplement the
organisation chart and the list of machinery; equipments etc. as per the directions of Superintending
Engineer and shall deploy the personnel and equipment on the field as per the approved chart and the list
respectively. The contractor shall submit written method statements detailing his exact proposals of
execution of the work in accordance with the specifications. He will have to get these approved from the
Engineer in charge. The quality of the work shall be properly documented through certificates, records,
checklists and log books of results etc. Such records shall be compiled from beginning of the work and be
continuously updated and supplemented and this will be the responsibility of the contractor. The forms
should be got approved from the Executive Engineer in charge.
2. Where the work is to be done on lump sum basis on contractor's design the contractor shall also prepare and
submit a maintenance manual giving procedure for maintenance with the periodicity of maintenance work
including inspections, tools and equipment to be used, means of accessibility for all parts of structure. He
shall also include in the manual, the specifications for the maintenance work that would be appropriate for
the design and technique of construction. This manual shall be submitted within the contract period.
Executive Engineer S.T. Nashik
Signature of Contractor 69 Executive Engineer
S.T. NASHIK
DRAWINGS
CONTRACT DRAWINGS :
The Contract Drawings provided for tendering purpose with the tender documents shall be used as a reference only.
Contractor should visualize the nature of type of work contemplated and to ensure that the rates and prices quoted by
him in the bill of quantities take due considerations of the complexities of work involved during actual execution /
consideration as experienced in the field.
The tendered rates/prices for the work shall be deemed to include the cost of preparation, supply and delivery of all
necessary drawings, prints, tracings and negatives which the contractor is required to provide in accordance with the
contract.
DOCUMENTATION :
If so ordered by the Engineer-in-charge, the contractor will prepare drawings of the work at constructed and will
supply original and three copies to the Engineer who will verify and certify these drawings.
Final as constructed drawings shall then be prepared by the contractor and applied in triplicate along with a micro-
film of the same to the Engineer for record and reference purpose at the contractors cost.
Executive Engineer S.T. Nashik
Signature of Contractor 70 Executive Engineer
S.T. NASHIK
DECLARATION OF THE CONTRACTOR
I/We hereby declare that I/we have made myself /Ourselves thoroughly conversant with the Sub-soil
conditions, the local conditions regarding all materials (such as stone, murum and etc.) and labour of which I/We
have base my/our rates for this work. The specifications, conditions and lead of materials for this work have been
carefully studied and understood by me/us before submitting this tender. I/We undertake to use only the best
materials approved by the Engineer in charge, or his duly authorised representative assistant, before starting the work
and to abide by his decision.
I/We shall maintain / rectify the entire work as per as per standard specification of P.W.D. (Red Book)
I.R.C. Codes and M.O.R.T.&H. specification as soon as damage occurs upto the expiry defect liability period
without putting forth any reasons.
I hereby undertake to pay the laboures engaged on the work as per Minimum Wages Act 1948 applicable to
the zone concerned.
Signature of Contractor
Seal &Address
Executive Engineer S.T. Nashik
Signature of Contractor 71 Executive Engineer
S.T. NASHIK
Annexure “A” Quality Control Test and their Frequencies
Sr.
No.
Material Test Frequency of Remarks
Testing
1 Sand 1 Fineness At the beginning
Modules and if there is
2 Silt Contents change in source
2
Metal 1 Crushing Value One test per 200 PWD Hand
2 Impact Value Cubic Metre or Book IS-56
3 Abrasion Value part thereof Part – II
4 Water
Absorption
5 Flakiness Index
6 Slupping Value
7 Gradation
3 Bricks 1 Crushing A set of 15 IS – 1077
Strength Bricks for each
2 Water
Absorption
50000
consignment or
part thereof
4 Flooring
Tiles/
Vitrified Tiles
1
2
Flexural
Strength
Water
Absorption
A set of 12 Tiles IS-1237-
for each 2000 1989
tiles or part
thereof
5 Cement 1 Compressive Upto 5 Cum- 1 As per IS
Concrete Strength Set 456-2000
6-15 Cum 2 Sets
16-30 Cum 3
Sets
31-50 Cum 4
Sets
51 and above 4
Sets + 1
additional set for
each additional
50 Cum or part
Executive Engineer S.T. Nashik
Signature of Contractor 72 Executive Engineer
S.T. NASHIK
Sr.
No.
Material Test Frequency of Remarks
6 Cement 1 Compressive
Strength One test of each
consignment of
Tonne (1000
Bags) or part
thereof
IS-269-
12269 2 Initial Setting
Time
3 Final Setting
Time
4 Specific Gravity
5 Soundness
6 Fineness
7 Steel 1 Weight Per Metre One test for
every 5.0 Metric
Tonne or Part
thereof of each
IS-432
2
Ultimate Tensile Stress
3 Yield Stress
4 Elongation
8 MASONRY STONE
1 Compressive Strength
A set of 5 stone for each quarry and for doubtful Quality
2 Specific gravity
3 Water Absorption
9 WATER BOUND
MACADAM 1 Average impact
value One test per 200 Cum
MORT& H Specification Table 900.3
2 Gradation One test per 100 Cum
3 Flakiness Index and Elongation Index
One test per 200 Cum
4 Attenberg limits of binding materials
One test per 20 cum for binding material
5 Attenberg limits of portion of aggregates passing 425 Micron
One test per 100 Cum
10 WET MIX
MACADAM 1 Impact value One test per 200 Cum MORT& H
Specification
Table 900.3 2 Gradation One test per 100 Cum
3 Flakiness Index and
Elongation Index
One test per 200 Cum
4 Attenberg limits of
portion of aggregates
passing 425 Micron
One test per 100 Cum
5 Density of
compacted of layer
One test per 500 Cum
11 Metacolour sheet Thickness
Bend Test
Yield strength
Top coat Thickness
Bottom coat Thickness
Chemical analysis
Mechanical properties
Net weight/ Sqm.
Executive Engineer S.T. Nashik
Signature of Contractor 73 Executive Engineer
S.T. NASHIK
Sr.No. Material Test Frequency of Remarks
12 PRIME COAT
/ TACK
COAT / FOG
SPRAY
1 Quality of binder No. of samples per lot and test as
per IS-73, IS-217, IS-8887 as
applicable
MORT& H
Specification
Table 900.4 2 Binder Temperature At regular close Intervals.
3 Rate of spread of
binder 1 test per 500 Sqm and not less
than 2 test per day.
13 DENSE
BITUMINOUS
MACADAM
/
SEMI DENSE
BITUMINOUS
CONCRETE
/
BITUMINOUS
CONCRETE
1 Quality of Binder Same as per Sr. No. 11 MORT& H
Specification
Table 900.4 2 Impact value / Abrasion value Same as per Sr. No. 11
3 Flakiness and Elongation
Index Same as per Sr. No. 11
4 Stripping value Same as per Sr. No. 11
5 Water sensitivity of Mix Same as per Sr. No. 11
6 Water absorption Same as per Sr. No. 11
7 Soundness Same as per Sr. No. 11
8 Percentage of
fractured faces Same as per Sr. No. 11
9 Sand equivalent test As required
10 Plasticity Index As required
11 Mix grading One set of test on individual
constituents and mixed aggregate from
dryer for each 400 tonnes of mix
subject to minimum tests per Plant per
day.
12 Binder content Minimum 2 test per day per plant upto
100 MT + 1 test per 50 M.T. additional
weight .
13 Stability of Mix For each 400 tonnes of mix
products
14 Swell test of Mix As required for Bituminous
concrete
15 Control of temperature
of Binder in boiler, aggregate in
dryer and mix at the time of
layer and rolling.
As regular close
Intervals
16 Rate of spread of
mixed material
Regular control through checks on
the weight of mixed material and
layer thickness.
17 Density of compacted
Layers One test per 250 Sqm area.
14 INTER
LOCKING
CONCRETE
PAVING
BLOCK
1 Compressive strength A set of 8 blocks for every 10000
blocks.
2 Water absorption A set of 8 blocks for every
10000 blocks.
3 Flexural test A set of 8 blocks for every
10000 blocks.
4 Resistance to wear A set of 8 blocks for every
10000 blocks.
15 Bitumen 1)
2)
3)
4)
5)
6)
7)
8)
Penetration
Ductil ity
Specific gravity
Water Content
Flash Point
Softening points
Loss on heating %
%Soluble in carbon
di-sulphide
Per bouzer or change in source
Executive Engineer S.T. Nashik
Signature of Contractor 74 Executive Engineer
S.T. NASHIK
Executive Engineer S.T. Nashik
Signature of Contractor 75 Executive Engineer
S.T. NASHIK
Executive Engineer S.T. Nashik
Signature of Contractor 76 Executive Engineer
S.T. NASHIK
Executive Engineer S.T. Nashik
Signature of Contractor 77 Executive Engineer
S.T. NASHIK
Executive Engineer S.T. Nashik
Signature of Contractor 78 Executive Engineer
S.T. NASHIK
Executive Engineer S.T. Nashik
Signature of Contractor 79 Executive Engineer
S.T. NASHIK
MAHARSHTRA STATE ROAD TRANSPORT CORPORATION
CIVIL ENGINEERING .
GENERAL CONDITION OF CONTRACT
(1) Contract drawing, specification, and location of works etc.
(A) One set of Contract drawing will be kept in the office of the Executive Engineer, for reference and study of the
Contractor / Contractors which will be made available to the intending Contractor / Contractors during office hours
on all working days.
(B) The above drawings show the work to be done in as many details as possible at present stage. This may be
supplemented or supersedes by such additional detailed drawing, as may be necessary as the work progress, the
Contractor / Contractors shall perform the work on these reargues and in accordance with the revised or additional
drawings as the case may be.
(C) Statement as to the conditions under which the work is to be carried out including plans,
surveys, measurements, dimensions, calculations, estimates, billing etc, are made solely to furnished a basis
comparison of tenders. The Contractor / Contractors shall check all drawing, estimates carefully and also satisfy
himself themselves by his / their own investigations regarding all conditions effecting the work to be carried out and
labour and material needed and make his / their own bid on sole reliance thereon.
(D) The Contractor / Contractors shall advise the Engineer – In – charge immediately advantage of any errors of
omission if discovered. The Contractor / Contractors shall not take advantage of any kind of errors of omission his
drawing and specifications supplied.
(E) In all cases of omission and or double in description of dimensions of any items reference
shall be made to the General Manager (CE), M.S.R.T.CORPORATION, MUMBAI whose clarifications,
elaboration, or decision shall be considered authentic Contractor / Contractors shall be held responsible if any error
that may occur in the work due to lack of such reference and negligence.
(2) Treasuries and trove.
In the event of discovery by the Contractor / Contractors or his / their employees during progress of the work of any
treasure, fossils, minerals or any other articles or things of value interest, the Contractor / Contractors shall give
immediate notification thereof to the Executive Engineer or his representative and forth with handover to Engineer –
In charge such measures of things which shall be the property of M.S.R.T.CORPORATION.
(3) Employ of Resident Engineer.
(A) Contractor / Contractors must employ a qualified skilled and fully authorized Engineer for carrying out the work.
His resident Engineer will be considered at any time to be acting for the Contractor / Contractors with fully
responsibility in every respect. It must be seen that persons having previous experience in this type are preferred.
(B) Contractor / Contractors shall intimate the name of his / their agent to M.S.R.T. Corporation
duly authorizing him to carry out and legal affairs in connection with the contract also he / they shall communicate
the name of the person appointed by him them for supervising of the work on his their behalf sufficiently in advance
to the Engineer – In – Charge who is empowered fully to disallow the above mentioned person or persons, on the
work without giving any reasons thereof. No compensation shall be payable to the Contractor / Contractors in case
he / they is / are advised and required to change his / their Engineer agent / representative.
(4) Testing Of Materials:
(A) All materials to be used in the work such as lime, sand, cement, crushed metal, aggregate, bricks, M.S. Bars,
concrete tiles, structural steel, cast iron etc, shall comply the tests and analyses as per standard specifications for the
item concerned .
(B) Contractor / Contractors shall at his / their risk and cost make all arrangements and shall provided for all such
facilities as may be required by the Engineer – In – charge for collecting, preparing and forwarding required number
of sample for testing for analysis at such time and to such place as may be directed by the Engineer – In – charge.
Executive Engineer S.T. Nashik
Signature of Contractor 80 Executive Engineer
S.T. NASHIK
(C) Test of materials will be made regularly and also whenever specifically called up to by the
Department. The Contractor / Contractors in all cases shall furnish the required samples without
changes.
(D) In case of major items of cement concrete such as R.C.C. slabs, beams and columns etc., the Contractor /
Contractors shall field arrangement for slump intensity and bulk age test and also prepare concrete cubes as per I.S.
Specifications for testing it tensile and compressive strength at his / their own cost. These shall be got tested by the
Contractor / Contractors in any Govt. testing laboratories at his / their cost, payments to the R.C.C. items will not be
made till the results are furnished by the Contractor / Contractors.
(E) All relevant test for developing & hardening work (including site and laboratory test) will be
made regularly and also when ever specifically called upon by the department. The Contractor /
Contractors in all cases shall furnish the required sample.
(F) Test of precast concrete blocks (Compressive test etc.) will be made regularly and also when ever specifically
called up to by the contractor.
(G) The contractor / contractors shall conduct all relevant test as prescribed in the S.S.R. for various building and
road material in laboratory and submit the test report with department at the cost of contractor / contractors.
Executive Engineer S.T. Nashik
Signature of Contractor 81 Executive Engineer
S.T. NASHIK
IMPORTANT TENDER NOTES
1. All taxes will be applicable / recovered as per Government rate in force and as amended from time to time
in future.
2. Rates of Items in the tender /schedule "B” are Exclusive of GST (Goods and service Tax) and will be
reimbursed to contractor as per GST rate in force and amended form time to time in future.
3. It is responsibility of the Contractor to pay Royalty charges to concern Revenue Department. Contractor
will have to produce documentary evidence of payment of such royalty charges, issued by the competent
revenue authority for specified work for reimbursement . In absence of such documentary evidence, it will
be with-held & kept in deposit.
4. Testing of materials: -It is mandatory on the contractor to submit test reports of materials obtained from
government laboratory. Various materials used in construction work shall be get tested before its use and
testing charges should be borne by contractor. Schedule of testing and frequency of testing will have to be
done as per S.S.R. (State Schedule Rate) Published by Public Works Department Government of
Maharashtra for Year 2017-18. Schedule of testing, frequency and specified limits of various construction
materials is enclosed in tender set as "Annexure A".
5. Engineer in charge will decide with prior approval of Executive Engineer to conduct required test from
"Annexure A". For these tests only , It is responsibility of contractor to make arrangement for forwarding
test sample to Govt. Lab. for testing and testing charges should be borne by contractor initially, on
production of original receipts/bills along with test report, the testing charges as per government receipts
will be reimbursed to contractor.
6. As per Govt. circular No.SSR - 1090/cr - 6453/PLN-3 Dt. 14-7-1993, 1% for labour amenities is considered
in the Rates of Items in the tender /schedule "B”
7. As per G. R. of Industries and power Department No. BCA – 2009 /CR - 108 / Labour 7-A dated
17/06/2010.1%(one Percent) cess for labour welfare is considered in the Rates of Itemsin the tender
/schedule "B”
8. Labourcess,labour welfare will be recovered through bills of contractor at the rate in force .
9. As per revised circular issued by Dy. Directorate of Insurance Maharashtra State vide letter No. ¹ãÆãäÌã¶ããè - 2314/ ªñ¾ã‡ãŠ ‡ãŠ¹ãã¦ã À‡ã‹‡ãŠ½ã / Ôãâ‡ãŠãè¥ãà / ‚ããä¼ã-3, ã䪶ããâ‡ãŠ 31/03/2015 Insurance towards labour is considered in rate abstract of SSR items. As over head charges are inclusive of insurance, hence insurance charges will not be reimbursed.
The contractor shall produce the labour insurance policy, else 1.0% amount will be deducted from his first
R. A. Bill.
10. For concrete grade M-20 and above, GSB, WMM, B.M. , SDBC, (Asphalting Item) mix design shall be
obtained with material to be used at site of work by the contractor form Govt. Lab / Govt. Engineering
collage at his own cost well in advance and mix design report shall be submitted to Executive Engineer.
Prior approval of Executive Engineer for Mix Design is must before using it at site of work.
11. Quantities shown in schedule ‘B’ may vary i.e. may be less or more than tender quantities and in that case
contractor will not be liable for any claim for variation in quantities.
12. Maximum care is taken while preparing and printing schedule "B" of the Tender. However if there is any
error in printing of Quantity, wording of Item, Unit of Item, then Executive Engineer is authorize to make
correction for such error at any time prior to starting of work or during Execution of work, in that case
contractor will not be liable for any claim in any court of law arising out of such correction. Decision of
Executive Engineer will be final & binding on Contractor.
13. Rates of all removing / dismantling items of this tender are inclusive of removed / dismantled /serviceable
material is to be deposited in the nearest Divisional/Depot stores with receipt voucher as directed by
Engineer in charge.
14. Maximum care is taken while preparing and printing schedule "B" of the Tender. However if there is any
variation found in rate of same item in various sub work’s of this project , then the lowest rate will be
considered for payment of such item for all sub-works
Executive Engineer S.T. Nashik
Signature of Contractor 82 Executive Engineer
S.T. NASHIK
INSTRUCTIONS TO PERSON TENDERING
1. AUTHORITY OF ENGINEER - IN - CHARGE
Save in so far as it is legally or physically impossible, the contractor shall execute complete and maintain the works
in strict accordance with the contract under the directions and to the entire satisfaction of the Engineer - in - charge
and shall comply with and adhere strictly to the Engineer - in - charge instructions and directions on any matter
(Whether mentioned in the contract or not) pertaining to this work. The Engineer - in - charge shall decide all
questions which may arise as to quality and acceptability of materials furnished and work executed,
manner of executions, rate of progress of work, interpretations of the plans and specifications and acceptability of
fulfillment of the contract on the part of contractor. He shall determine the amount and quality of work performed
and materials furnished and his decision and measurements shall be final. In all such matters and in any technical
questions which may arise touching the contract, his decision shall be binding on the contractor.
The engineer in charge shall have power to enforce such decisions and orders if the contractor fails to carry out them
promptly. If the contractor fails to execute the work order by the engineer in charge, the engineer in charge may give
notice to the contractor specifying a reasonable period therein and on the expiry of that period proceed to execute
such work as may be deemed necessary and recover the cost thereof from the contractor.
1.1 AUTHORITY OF ENGINER-IN-CHARGE REPRESENTATIVE
The duties of the representative of the engineer in charge are to watch and supervise the work and to test and
examine any material to be used or workmanship employed in connection with the works.
1.2 The Engineer in charge may from time to time in writing delegate to his representative any of the powers and
authorities vested in the Engineer in charge and shall furnish to the contractor a copy of all such delegations of
powers and authorities. Any written instructions of the approval given by the representative of the engineer in charge
to the contractor within the terms of such delegations (but not otherwise) shall bind the contractor and department as
though it had been given by the Engineer in charge provided always as follows.
(a) Failure of the representative of the engineer in charge to disapprove any work or materials shall not prejudice the
power of the engineer in charge. Thereafter to disapprove such work or materials and to order pulling down, removal
or breaking up thereof.
(b) If the contractor is dissatisfied with any decision of the representative of the engineer in charge he shall be
entitled to refer the matter to the engineer in charge who shall thereupon confirm reverse or vary such decisions.
2. OTHER CONDITIONS FOR SUBMISSION OF TENDER
2.1 The contractor shall be deemed to have carefully examined the work and site conditions including labours, the
general and he special conditions, the specification schedule and drawing and shall be deemed to have visited the site
of the work and to have fully informed himself regarding the local conditions and carried out his own investigations
to arrive at the rates quoted in the tender. In this regards he will be given necessary information to the best of the
knowledge of Department but without any guarantee about it.
2.2 It is presumed that the contractor has carefully gone through the works specifications. P.W.D. Hand Book and
the Schedule of rates of the division and as per norms of M.S.R.T.C. and studied the site conditions before arriving
at the rates quoted by him.
3. TREASURE TROVE :
In the event of discovery by the contractor or his employees during the progress of the works of the any treasure,
fossils, minerals or any other article of value or interest, the contractor shall give immediate intimation thereof to the
Engineer. And forth with mark over to the Engineer his representative such treasure or things, which shall be the
property of Government / M.S.R.T.C.
3 A : LAYOUT OF WORK :
Layout of the work will be done by the contractor in consultation with the Engineer in charge or his representative.
Some permanent marks should be established to indicate the demarcation of the structures or any component thereof
made to these permanent marks in measurement books and drawing, signed by the contractor and the departmental
officer. Preparation of layout plan and marking it on site will be the responsibility of contractor. Once the layout plan
is prepared he should submit it to Engineer in charge or his authorized representative for approval and get it
approved from the Engineer in charge. Once the layout plan is approved contractor shall proceed with marking it at
site of work.
4. AGENT AND WORK ORDER BOOK :
4.1 The contractor shall himself engage an authorized all time agent on the work capable of managing and guiding
the work and understanding the specifications and contract conditions. A qualified and experienced Engineer shall be
Executive Engineer S.T. Nashik
Signature of Contractor 83 Executive Engineer
S.T. NASHIK
provided by the contractor as his agent for technical matters. Site engineer can also be designated as an agent of the
contractor. Agent will take orders as will be given by the Executive Engineer or his representative and shall be
responsible for carrying them out. This agent shall not be changed without prior intimation of the Executive
Engineer and his representative on the work site. The Engineer-in-charge has the unquestionable right to ask for
changes in the quality and strength of supervisory staff of contractor and to order removal from work of any of such
staff. The contractor shall comply with such order and effect replacements of the satisfaction of the Engineer-in
charge.
4.2 A work order book shall be maintained on site and it shall be the property of M.S.R.T.C. and the contractor shall
promptly sign orders given therein by the Executive Engineer or his representative and his superior officer, and
comply with them. The compliance shall be reported by contractor to the Engineer in good time so that it can be
checked, the blank work order book, with machine numbered pages will be provided by the Department free of
charge for this purpose. The contractor will be allowed to copy out the instruction therein from time to time.
5. INITIAL MEASUREMENT OF RECORD :
Where for proper measurements of the work it is necessary to have an initial set of levels or other measurements
taken the same as recorded in the authorized field book or M.B. of M.S.R.T.C. by the Engineer or his authorized
representative will be signed by the contractor who will be entitled to have a true copy of same made at his cost. Any
failure on the part of the contractor to get such level etc. recorded before starting the work will render him liable to
accept the decision of the Engineer as to basis of taking measurements and will be binding on contractor Likewise
the contractor will not carry out any work which will render its subsequent measurement difficult or impossible
without first getting the same jointly measured and recorded by himself and the authorized representative of the
Engineer. The record of such measurement maintained by M.S.R.T.C. shall be signed by the contractor and he will
be entitled to have a true copy of the same made at his cost.
6. CUSTODY OF WORK :
All work and materials before being finally taken over by M.S.R.T.C. will be the entire liability of the contractor for
guarding, maintaining and making good any damages of any magnitude. It is however to be understood that before
taking over such work, M.S.R.T.C. will not put it to its regular use as distinct from casual or incidental use except as
specially mentioned elsewhere in this contract or as mutually agreed to.
7. CO-ORDINATION :
When several agencies for different sub works of the project are to work simultaneously on the project site, there
must be full co-ordination between the contractors to ensure timely completion of the whole project smoothly. The
scheduled dates for completion specified in each contract shall, therefore be strictly adhered to. Each contractor may
make his independent arrangements for water, power, housing etc. if they so desire. On the other hand the
Contractors are at liberty to come to mutual agreement on his behalf and make joint agreement with the approval of
the Engineer. No contractor shall take or cause to take any steps or action that may cause destruction, discontent or
disturbance to work, labour or arrangements etc. of other contractors in the project localities. Any action by any
Contractors which the Engineer in his unquestioned discretion may consider as infringement of the above code
would be considered as a breach of the contract conditions and shall be dealt with accordingly.
In case of any dispute or disagreement between the various contractors, the Engineer’s decision regarding the co-
ordination, co-operation and facilities to be provided by any of the contractor shall be final and binding on the
contractor concerned & such a decision shall not vitiate any contract nor absolve the contractor of his obligations
under the contract nor form the grounds for any claim or compensation.
8. PATENTED DEVICES, MATERIALS AND PROCESS:
Whenever the contractor desires to use any designed device, materials or process covered by letter of patent or
copyright, the right for such use shall be secured by suitable legal arrangement and agreement with patent owner and
the copy of their agreement shall be filed with the Engineer-in-charge, if so desired by the later.
9. RELATION WITH PUBLIC AUTHORITIES:
The contractor shall comply with all rules, regulations, bye-laws and directions given from time to- time by any local
or public authority in connection with this work and shall him-self pay all charges which are leviable on him without
any extra cost of Government.
Executive Engineer S.T. Nashik
Signature of Contractor 84 Executive Engineer
S.T. NASHIK
10. INDEMNITY:
The contractor shall indemnify the M.S.R.T.C. against all actions, suits, claims, and demands brought or made
against it in respect of anything done or committed to be done by the Contractor in execution of or in connection
with the work of this contract and against any loss or damage to the M.S.R.T.C. in consequence to any action or suit
being brought against the contractor for anything done or committed to be done for the execution of this contract.
The M.S.R.T.C. may at its discretion and entirely at the cost of the contractor defend such suit, either
jointly with the contractor or single in case the latter chooses not to defend the case.
11. STACKING, STORAGE AND GUARDING OF MATERIALS:
11.1 The stacking and storage of building materials at site shall be in such a manner as to prevent deterioration or
inclusion of foreign materials and to ensure the preservation of the quantity, properties and fitness of the work,
suitable precautions shall be taken by contractor to protect the materials against atmospheric action, fire and other
hazards. The materials likely to be carried away by wind shall be stored in suitable stores or with suitable barricades
and where there is likelihood of subsidence of soil, heavy materials shall be stored on paved platforms, suitable
separating barricades and enclosure as directed shall be provided to separate materials
brought by contractor and from different sources of supply.
11.2 The contractor shall at his own expenses, engage watchman for guarding the Materials and plant and machinery
and the work during day and night against any pilferage or damage and also for Prohibiting trespassers.
11.3 No Materials brought to site shall be removed from the site without prior approval of the Engineer –incharge
12. 12.1 The contractor shall inform the Engineer in charge in writing when any portion of the work is ready for
inspection giving him sufficient notice to enable him to inspect these without affecting the further progress of the
work.
12.2 The contractor shall provide at his cost necessary ladders and such arrangements as are considered safe by the
Engineer in charge for proper inspection of all parts of the work.
12.3 The contractor shall extend his full co-operation and make all necessary arrangement when needed for carrying
out inspection of the work or any part of the work by the local representative, M.L.A’s M.P.’s and officers and
dignitaries / delegates of various Government department, local bodies, private sectors AND M.S.R.T.C. Officials.
etc. no compensation shall be paid to the Contractor on this account.
13. PRECAUTIONS TO BE TAKEN BY CONTRACTOR:
13.1 The work shall be carried out by the contractor without causing damage to the existing Govt. property
M.S.R.T.C. property ,and / or private property. If any such damages are caused the contractor shall pay for
restoration of the property to the original condition and any other consequent damages.
13.2 In the event of an accident involving serious injuries or death of any persons, at site of work or quarry or at
place in connection with the work the same shall be reported in writing within 24 hours of the occurrence to the
Engineer in charge and the Commissioner of workmen’s compensation.
14. CLEARANCE OF SITE ON COMPLETION OF WORK:
The contractor after completion of work shall clean the site of all debris and remove all unused materials other than
those supplied by the department and all plant and machinery equipment, tolls, etc. belonging to him within one
month from the date of completion of the work, or otherwise the same will be removed by the department at his cost
or disposed off as per departmental procedure. In case the materials are disposed of by department, the sale proceeds
will be credited to the contractor’s account after deducting the cost sale incurred. However no
claim of the contractor regarding the price or amount credited will be entertained afterwards.
15. REMOVAL OF CONSTRUCTIONAL PLANT WITH PRIOR PRMISSION:
All constructional plant, provided by the contractor shall when brought on the site be deemed to be exclusively
intended for the construction and the contractor shall not remove the same or any part thereof (Save for the purpose
of moving it from one part to the site to another) without the consent in writing of the engineer in charge who shall
record the reasons for withholding the consent.
Executive Engineer S.T. Nashik
Signature of Contractor 85 Executive Engineer
S.T. NASHIK
16. RESTRICTIONS BECUASE OF LOCAL TRAFFIC:
As there is local traffic by the side of construction of the work, the contractor will have to take proper precautions
such as proper barricading, fencing, lighting, information and cautionary boards for safe and smooth flow of traffic,
and keeping the concerned authorities informed about the work in progress.
17. COMPLETION CERTIFICATE:
17.1 The work shall not be considered to have been completed in accordance with the terms of the contract until the
Engineer in charge shall have certified in writing to that effect. No approval of material or workmanship or approval
of part of that during the progress of execution shall bind the engineer in charge or any way prevent him for even
rejecting the work which is claimed to be completed and to suspend the issue or his certificate of completion until
such alterations and modification or reconstruction have been effected at the cost of the contractor as shall enable
him to certify that the work has been completed to his satisfaction.
17.2 After the work is completed, the contractor shall give notice of such completion to the Engineer in charge and
within 30 days of receipt of such a notice the Engineer in charge shall inspect the work and if there is no defect in the
work, shall furnish the contractor with a certificate indicating the date of completion. However, if there are defects
which in the opinion of the engineer in charge are rectifiable he shall inform the contractor the defects noticed. The
contractor after rectification of such defects shall then inform the engineer in charge and
engineer in charge on his part shall inspect the work and issue the necessary completion certificate within 30 days if
the defects are rectified to his satisfaction, and if not he shall inform the contractor indicating defects yet to be
rectified. The time cycle as above shall continue.
17.3 In case defects noticed by the Engineer in charge which in his opinion are not rectifiable but otherwise work is
acceptable at reduced payment, work shall be treated as completed. In such cases completion certificate shall be
issued by the Engineer in charge within 30 days indicating the un rectifiable defects for which specified reduction in
payment is being made by him.
17.4 The issue of completion certificate shall not be linked up with the site clearance on completion of the work.
17.5 Should regular, public traffic be allowed on the bridge, road at any stage prior to being taken over then the
maintenance period shall be deemed to commence from the date of such traffic passing over the bridge, road & shall
be upto 30 days after the date of issue of completion certificate by Engineer in charge but not more than 12 months
after opening to traffic.
18. ANCILLARY WORKS:
The contractor shall submit to Engineer in charge in writing the details of all ancillary works including layout and
specifications to be allowed for its constructions. Ancillary work shall not be taken up in hand unless approved by
Engineer in charge. The Engineer in charge reserves the right to suggest modification or make complete changes in
the layout and specifications proposed by the Contractor at any stage to ensure the safety on the work site. The
contractor shall carry out all such modifications to the ancillary works at his own expenses as ordered by the
Engineer in charge.
19. TEMPORARY QUARTER:
The contractor shall at his own expense maintain sufficient experienced supervisory staff etc., required for the work
and shall make his own arrangements for housing of such staff with all necessary amenities. General layout plan for
such responsibility of the contractor to get his layout plan of temporary structure approved from the local competent
authorities.
20. SAFETY MEASURES:
The contractor shall take all necessary precautions for the safety of the workers and preserving their health while
working on such jobs as required special protection and precaution wherever required. The following are some of the
requirements listed though not exhaustive. The contractor shall also comply with the directions issued by the
Engineer in this behalf from time to time at all times.
The following are some of the requirements (The list is not exhaustive)
(1) Providing protective footwear to workers in situations like mixing and placing of mortar of concrete, in quarries
and place where the work is to be done under too much wet conditions as also for movements over surfaces tested
with oyster growth.
Executive Engineer S.T. Nashik
Signature of Contractor 86 Executive Engineer
S.T. NASHIK
(2) Providing protective headwear to workers in quarries etc. to protect them against accidental fall of materials from
above.
(3) Providing handrails to the edges of the loading platforms of barrages ropeways, ladders not allowing rails of
metal parts or unless timber to spread around etc.
(4) Providing workmen with proper safety belts, ropes, etc. when working on any masts, cranes, circle hoist, dredges
etc.
(5) Taking necessary steps towards training the workers concerned of the use of machinery before they are allowed
to handle it independently and taking all necessary precautions in and around the areas where machines, hoists and
similar units are working. Wherever required by the law the persons handling the machinery shall have the required
license, certificate etc.
(6) Preventing over loading and overcrowding of floating the land based machinery and equipment.
(7) Providing life belts to all men working at such situations from where they may accidentally fall into water,
equipping the boats with adequate number of life boats etc.
(8) Avoiding bare live wires etc. as would cause electrocution to workers.
(9) Making all platforms, stagings and temporary structures sufficiently strong and not causing the workmen and
supervisory staff to take undue risks.
(10) Providing sufficient first aid trained staff and equipment to be available quickly at the work site to render
immediate first-aid treatment in case of accident due to suffocation, drowning and other injuries.
(11) Taking the all-necessary precautions wherever divers are engaged on work.
(12) Providing full length gum boots, leather hand gloves, leather jackets with fireproof aprons to cover the chest and
back reaching upto knees, plain goggles for the eyes to the labour working with hot asphalt, handling, vibrators in
cement concrete and also where use of any or all these items is, essential in the interest of health and well-being of
the labourers in the opinion of the Engineer-in –charge
21. Medical and sanitary arrangements to be provided for labour employed in the construction by the
contractor.
(a) The contractor shall provide an adequate supply of pure and wholesome water for the use of labourers on works
and in camps.
(b) The contractor shall construct trenches, semi permanent latrines for the use of labourers. Separate latrine shall be
provided for men and women.
(c) The contractor shall build sufficient number of huts on suitable plot of land for use of the labourers according to
the following specifications.
(1) Huts of bamboos and grass may be constructed.
(2) There should be no overcrowding. Floor space at the rate of 3 Sqm (30 Sq.ft.) per head shall is provided. Care
should be taken to see that the huts are kept clean and in good order.
(3) The contractor must find his own land. If he wants Govt. land he should apply for it. Assessment for it if
demanded will be payable by contractor. However the Department does not bind itself for making available the
required land.
Executive Engineer S.T. Nashik
Signature of Contractor 87 Executive Engineer
S.T. NASHIK
(4) A good site not liable to submergence shall be selected on high ground remote from jungle but well provided
with trees; shall be chosen wherever it is available. The neighborhood of tank, jungles, trees or woods should be
particularly avoided. Camps should not be established close to large cutting of earthwork.
(5) The lines of huts shall have open space of at least 10 meters between rows. When a good natural site cannot be
procured particular attention should be given to the drainage.
(d) The contractor shall construct sufficient number of bathing places, sufficient number of washing places also be
provided for the purpose of the washing clothes.
(e) The contractor shall make sufficient arrangement for draining away the surface and sewage water as well as
water from the bathing and washing places and shall dispose of the waste water in such away as not cause any
nuisance.
(f) The contractor shall engage a medical officer with a traveling dispensary for a camp containing 500 or more
person if there is no Government or other dispensary situated within eight Kilometers from the camp. In case of an
emergency contractor shall at his cost, free transport for quick medical help to his sick workers.
(g) The contractor shall provide the necessary staff for affecting the satisfactory conservancy and cleanliness of the
camp to the satisfaction of the Engineer -in charge. At least one sweeper per 200 person should engaged.
(h) The Assistant Director of public health shall be consulted before opening a labour camp and his instruction on
matters such as water supply, sanitary, convenience, the camp site, accommodation and food supply shall be
followed by the contractor.
(i) In addition to above all provision of the relevant labour act pertaining to basic amenities to be provide to the
labour shall be applicable which will be arranged by the contractor.
(j) The contractor shall make arrangement for all anti malaria measures to be provided for the labour employed on
the work. The anti malaria measures shall be as directed by the Public Health Officer.
22. The contractor except as provided in special conditions which follow shall if necessary construct at his cost
temporary roads and maintain these in proper conditions till completion of the work at his own cost.
23. The contractor except as provided in special conditions which follow shall have to at his own expenses make all
preliminary arrangements for labour, water, electricity and material etc. immediately after getting the work order.
The M.S.R.T.C. may render necessary assistance in this regard by way of letters of recommendations, if so requested
by the contractor. No claim for any extra payment or applications for extension of time on the grounds of any
difficulty in connection with the above matters will be entertained.
24. WORKING METHODS AND PROGRESS SCHEDULES :
24.1 The contractor shall submit within the time stipulated by the Engineer-in-charge in writing the details as actual
methods that would be adopted by the contractor for the execution of any items as required by Engineer at each of
the location supported by necessary detailed drawing and sketches including those of the plant and machinery that
would be used their locations arrangement for conveying and handling materials etc., and obtain prior approval of
the Engineer-in-charge well in advance of starting of such item of works. The Engineer-incharge
reserves the right to suggest modifications or make corrections in the method proposed by the contractor whether
accepted previously or not at any stage of the work to obtain the desired accuracy, quality and progress which shall
be binding on the contractor no claim on account of such change in method of execution will be entertained by
Government so long as specification of the item remain unaltered.
24.2 The contractor shall furnish within one month of the order to start the work programme of work in
quadruplicate indicating the date of actual start, the monthly progress expected to be achieved and anticipated
completion date of each major item of work to be done by him also indicating dates of procurement of materials and
setup of plant and machinery. The programme is to be such as practicable of achievement towards the completion of
whole work in the time limit and of the particular items; if any of due dates specified in contract, planning and
programme of work should be done by the mature decision between the Executive Engineer.
and the contractors representative in charge of work. The progress of work shall be reviewed in every two months
and revised programmes shall be drawn if necessary. No revised programme shall be operative without the approval
of engineer in charge in writing. The Engineer is further empowered to ask for more detailed schedule or schedules
say weekly for any item or items. In case of urgency of work as will be directed by him and the contractor shall
Executive Engineer S.T. Nashik
Signature of Contractor 88 Executive Engineer
S.T. NASHIK
supply the same and when asked for. Acceptance of the programme or the revised programme by the Engineer in
charge shall not relieve the contractor of his responsibility to complete the whole work by the prescribed time or the
extended time if any.
24.3 The contractor shall employ sufficient plant, equipment and labour as may be necessary to maintain the
progress schedule. The working and shift hours restricted to one shift a day for operations to be done under the
M.S.R.T.C. supervision shall be such as may be approved by the Engineer in charge. They shall not be varied
without prior approval of the Engineer. Night work which requires supervision shall not be permitted except when
specially allowed by Engineer on each item if required by contractor. The contractor shall provide necessary lighting
arrangement etc. for night work as directed by Engineer without extra cost to M.S.R.T.C.
24.4 The contractor shall submit reports on progress of work in forms and statements etc. at periodical intervals in
the form of progress chart, forms, statements and / or reports as may be approved by the Engineer in charge. Forms
for the sending reports about the progress will be supplied by the Executive Engineer.
24.5 The contractor shall maintain proforma, charts, details regarding the machinery, equipments, labour, materials,
periodical returns thereof, proforma to be got approved from the Engineer in charge.
25. PAYMENTS :
The contractor must understand clearly that the rates quoted are for completed work and include all cost due to
labour, all leads and lifts involved and if further necessitated, scaffolding, plants, machineries, supervision power,
service works, octroies, taxes, etc. and should also include all expenses to cover the cost of lighting, night works if
and when required & no claim for additional payment beyond the rates quoted will be entertained and the contractor
will not be entitled subsequently to make any claim on the ground of any representation or on any promise by any
person (whether member in the employment of any M.S.R.T.C. or not) or on the ground of any failure on his part to
obtain all necessary information for the purpose of making his tender and fixing the several prices and rates therein
relieve him from any risks or liabilities arising out of or consequences upon submission of the tender. Payment to the
contractor will be made by the cheque drawn on any treasury within the division provided the amount to be paid
exceeds Rs. 100/- shall amount will be paid in cash .
26. BILLS AND PAYMENT :
26.1 One running payments in the month are permitted shall be submitted by the contractor by the 10th day of
Month. Second bill, if necessary, shall be submitted by the 25th day of the month.
26.2 The format of the running bill on which the bills are to be submitted by the contractor shall be supplied to the
contractor by the department. Printed copies of the bills forms as per his format shall be arranged by the contractor at
his cost. The bills in five copies shall be submitted to the concerned engineer’s representative in the standard
proforma only.
26.3 The final bill shall be submitted by the contractor within one month of the date of issue of completion
certificate. The final bill shall be paid within six months of initial submission.
26.4 Recovery of secured advance shall be affected through bills proportionately as per consumption of materials in
the work billed for.
26.5 The contractor can have true copy of the bills paid to him after paying charges for photocopying the same.
CONTROLLED CONCRETE :
Acceptance criteria shall be as per IS : 456 – 2000 (With latest amendments)
NORMAL MIX CONCRETE :
Acceptance criteria shall be as per IS : 456 – 2000 (With latest amendments)
27. ASSISTANCE IN PROCURING PRIORITIES, PERMIT ETC. :
27.1 The engineer on written request by contractor, will if in his opinion the request is reasonable and in the interest
of work and its progress, assist the contractor in securing, the priorities for deliveries, transport, permits for
controlled materials etc. where such are needed. The department however will not be responsible for the non-
Executive Engineer S.T. Nashik
Signature of Contractor 89 Executive Engineer
S.T. NASHIK
availability of such facilities or delays in this behalf and no claims on account of such failure or delay, shall be
allowed by the Department.
27.2 The contractor shall have to make his own arrangement for machinery required for the work. However if same
is conveniently available with the department it may be spared as per rules in force on recovery of necessary security
deposit and rent at the rate approved from time to time by the independent to this contract and the supply or non
supply of machinery shall not form a ground for any claim or extension of time limit for this work.
28. WATER SUPPLY:
28.1 Availability of adequate water for work and sources thereof shall be confirmed by the contractor before
submitting the tender.
28.2 The contractor shall make his own arrangements at his own cost for entering into contract with concerned
authority for obtaining the connection and carry the water up to the work site as required by him. The location of the
pipeline with respect to the road shall be decided by Engineer-in-charge and shall be binding on the contractor. The
department shall not bear any responsibility in respect of any problems and contractor shall not be liable for getting
the any compensation on any ground. The progress of work shall not hamper for the above
reasons.
28.3 The contractor is advised to provide water storage tanks of adequate capacity to take care of possible shut down
of water supply system.
28.4 The contractor shall have to supply water required by the department for its establishment at work site free of
cost.
28.4 If the water supply made by department then water charges will be recovered @ the rate 1% or @ the privilege
rate is in force whichever is higher.
29. ELECTRICITY :
29.1 The contractor will have to make his own arrangement at his own cost for obtaining or providing electric supply
at work site. The department shall not bear any responsibility in respect of any problems and contractor shall not be
liable for getting any compensation on any ground. The progress of work shall not hamper for the above reasons.
29.2 Electrical supply for the Department’s use at work site shall be provided by the contractor on mutual agreed
terms. The contractor may not abide by these conditions when power supply at the site fails. 29.3 If the electric
supply provided by the department, electricity charges will be recovered @ the rate is in force as decided by
department.
30. TELEPHONE FACILITIES:
The contractor will have to make his own arrangement at his own cost for a telephone connection at work site if
required.
31. MATERIAL SOURCES:
31.1 The contractor shall make their own independent investigation as to the availability as well as suitability of
various materials required for construction as referred to in these paras.
31.2 If any quarry is in the possession of the department the contractor will be allowed to use the same on usual
condition. In other cases, the contractor will have to make his own arrangement for procuring quarries or the quarry
permits, necessary assistance for which will be given by the department.
31.3 Lime stone shall not be permitted for any concrete work.
32. LAND :
32.1 The contractor shall make all efforts to obtain land required for the ancillary works. In case the contractor is
unable to obtain land and if requested, then the department may requisitioned land at his own cost.
Executive Engineer S.T. Nashik
Signature of Contractor 90 Executive Engineer
S.T. NASHIK
32.2 Land as available with department for requisitioned by the department at the request of a contractor will be
handed over to the contractor for such use as will be necessary for ancillary works, on payment of rent to the
department. Plot development if any will have to be done by the contractor at his own cost. The development shall
be in conformity with the regulations with the local authorities.
32.3 If for the purpose of construction of the work it becomes necessary for the contractors to occupy land not in
possession of the department, the contractors will have to make his own arrangement with the land owners, and pay
such compensation as a mutually agreed between them. on completion of work , all land mentioned in para
32.1 and 32.2 and 32.3 shall be handed back to the owners or the department as the case may be after cleaning the
land as directed by the Engineer in charge.
32.4 Dismantling of building on a Govt. or department land shall be done only after the approval of Engineer-
incharge.
33. FLOODS AND ACCIDENTS:
The contractor shall take all precaution against damages by floods or from accidents etc. No compensation will be
allowed to the contractor on this account or for correction and repairing any such damage to the work during
construction. The contractor shall be liable to make good at his cost any plant or material belonging to the Govt. loss
or damaged by floods or from any other cause while in his charge. The proof of occurrence of flood report with flood
level will have to be furnished by the contractor .No compensation will be allowed for damages on ancillary items
and equipments etc which are brought to the site by the contractor for effecting execution of
Work.
34. URGENT WORK:
If any “Urgent Works”(In respect where decision of the Engineer –in –Charge shall be final and binding) become
necessary and contractor is unable or unwilling to carry it out at once, the Engineer in charge by his own or through
the other people have it carried out as he may consider necessary. If the Urgent Work shall be such as in the opinion
of the Engineer in charge the contractor is liable under the contract to carry out at his expenses. All expenses
incurred on it by the department shall be recoverable from the contractor, and be adjusted or sets off against any sum
payable to him.
35. CHANGE OF CEMENT CONTENT ETC. :
THEORETICAL CONSUMPTION OF CEMENT FOR THE CONCRETE WORK:
As per standard specifications/D.S.R.
Note : (i) The weight per bag of Cement is considered as 50 Kg.
(ii) If contractor desires to use any other type of cement, he should obtain permission for same from Engineer in
charge. In the event he is permitted to do so, contractor should obtain mix design for the same from the laboratory
approved by Engineer in charge. No payment will be made to contractor for obtaining the mix design. No extension
will be given to contractor for the time lost in getting mix design.
The rate of consumption of cement for various grades of concrete referred above is a theoretical rate of consumption
assumed for the estimate purpose. The contractor will have to obtain an economic mix design for grades of concrete
M-20 and above and get it approved from the Engineer-in-charge. The specification for controlled cement concrete
shall be as per standard specification No. B-7 Page 38, and IS 456-2000 (with latest amendments).
Immediately upon the receipt of the award of the contract, the contractor shall inform the Engineer the exact location
of the sources of the acceptable material. The concrete mix to be used shall be got designed by P.W.D. laboratory or
any other laboratory fully approved by Engineer in charge, by the contractor with a optimum quantity of cement to
give the specified strength in the preliminary tests and the proportion got approved by the engineer in writing. These
proportions shall be used so long as the materials continue to be of the same quality
and from the same sources subject only to slight changes in the relative quantities of fine and course aggregate for
the purpose of promoting workability provided the work tests also shows the required strength. No adjustment of the
cost shall be made for a change of proportions of cement fixed in the original preliminary tests. For all concrete
items only trap metal shall be used.
Executive Engineer S.T. Nashik
Signature of Contractor 91 Executive Engineer
S.T. NASHIK
36. CONTRACTOR TO INFORM HIMSELF FULLY:
The contractor shall be deemed to have carefully examined the work and site conditions including labours, the
general and the special conditions, the specifications schedule and drawing and shall be deemed to have visited the
site of the work and to have fully informed himself regarding the local conditions and carried out his own
investigations to arrive at the rates quoted in the tender. In this regards he will be given necessary information to the
best of the knowledge of Department but without any guarantee about it. If he shall have any doubt as to the meaning
of any portion of these general conditions, or the special conditions to the scope of working of the specification and
drawings, or any other matter concerning the contract, he shall in good time before submitting his tender set forth the
particulars thereof and submit them to the Engineer in writing in order that such doubt may be clarified
authoritatively before tendering. Once a tender is submitted the matter will be decided in accordance to the tender
conditions in absence of such authentic clarification.
37. ERRORS, OMISSION & DISCREPANCIES:
a) In case of errors, omissions and / or disagreement between written and scaled dimensions in the drawing or
Between the drawing and specifications etc., the following order of preference shall apply.
(i) Between actual scaled and written dimensions or description on a drawing the latter shall be adopted.
(ii) Between the written description or dimensions in the drawing and the corresponding one in the specifications, the
latter shall apply.
(iii) Between the quantities shown in the schedule of quantities and those arrived at from the drawing the latter shall
preferred
b) In all cases of omissions and/or doubts or discrepancies in the dimensions or of any item or specification a
reference shall be made to the engineer, whose elucidation, elaboration or decision shall be considered as authentic.
The contractor shall be held responsible for any errors that may occur in the work through lack of such reference and
precautions.
c) The contractor should not sublet any part of work without written permission of the Engineer in charge.
38. SAMPLES AND TESTING OF MATERIALS:
(i) All materials to be used on work, such as cement, steel, stones, bricks, aggregates, asphalts / bitumen, wood,
various types of tiles etc. shall be got approved in advance from the Engineer in charge and shall pass the test and
analysis required by him.
(ii) The necessary job mix formula required for asphalting work, concreting work shall be got approved in advance
from the Engineer in charge.
(iii) The contractor shall at his risk and cost make all arrangement and / or shall provide for all such facilities as the
Engineer in charge may required for collecting, preparing and forwarding required number of samples for test or for
analysis to the nearest approved laboratory when ever available or from the well known College of Engineering and
bear all the charges and cost of testing. Such samples shall also be deposited with Engineer in charge tills for testing.
39. MISCELLANEOUS:
39.1 ERASER :
Person tendering are informed that no erasers or any alteration by them in the text of the documents set herewith will
be allowed and any such eraser or an alteration will be disregarded. If there is any error in writing no overwriting
should be done but the wrong words or figures should be struck out and the correct one written above or near it in an
unambiguous way. Such correction should be initialed and dated.
39.2 ACCEPTANCE:
Intimation of acceptance of tender will be given by a e-mail, fax (both if available) or by a letter sent by registered
post to the address given below the signature of the tenderer in the tenders. The tenders which do not Fulfill any of
the above conditions or those in the form and which are incomplete in any respect shall be liable for rejection.
39.3 COMPETENCY OF TENDERERS:
Executive Engineer S.T. Nashik
Signature of Contractor 92 Executive Engineer
S.T. NASHIK
The work will be awarded only to those contractors who are considered to be responsive bidders, capable of
performing the class of work to be completed. Before passing the final award any or all bidders may have to show
that he has the necessary experience, facilities, ability and financial resources to execute the work in satisfactory
manner and also within the stipulated time. The bidders may also be required to furnish to the Department a
statement in respect of their experience and financial resources.
39.4 PRECAUTIONS TO BE TAKEN BY THE CONTRACTOR TO PREVENT ACCIDENT:
1) No live electric line should be allowed to run along the ground in the blasting zone and they should be at least 3 m
above ground if not more.
2) The wiring cable should not be taken near the live electric line and it should be preferably shot firing cable as
supplied by the supplier of explosives. If such a cable is not available a substitute cable made up of several pieces
jointed and tapped should be used.
3) The blasting shed from where the exploder is to finally operate should be at least 150 m. away from the area to be
blasted. It should have a strong roof, which can withstand the impact of flying stones at this range.
4) Only trained hands shall be allowed to handle explosive cable detonators etc.
39.5 POLICE PROTECTION :
For the police protection of the camp of the contractor’s work, the Department will help the contractors as far as
possible to arrange for such protection with the concerned authorities ,the cost shall be borne by the contractor.
39.6 For providing electric line and water line etc. recesses shall be provided. If necessary, through walls, slabs,
beams, etc., and later on refilled it with a bricks or stones, chipping cement mortar without any extra cost.
39.7 In case it becomes necessary for the due fulfillment of the contractor for contractor to occupy land outside the
department limits, the contractor will have to make his own arrangement with the land owners and pay such a rents,
if any, which are payable as mutually agreed between them.
39.8 The contractor shall duly comply with the provisions of the Apprentices Act. 1961 (iii of 1961) and the rule and
orders made there under from time to time under the said Act and the said Rules and on his failure or neglect to do so
he shall be subject to all the liabilities and penalties provided by the said Act and Rules.
39.9 It is presumed that the contractor has gone carefully through the standard specification (Vol. I & II 1981
edition) and the schedule of rate of the Division, and studied of site conditions before arriving at rates quoted by him.
The special provisions and detailed specification of wording of any item shall gain precedence over the
corresponding contrary provisions (if any) in the standard specification given without reproducing the details in
contract. Decision of Engineer-in charge shall be final in case of interpretation of specification.
39.10 If the standard specifications fall short for the items quoted in the schedule of this contract reference shall be
made to the latest Indian Standard Specifications, I.R.C. codes, and MOST specification if any of items of this
contract do not fall in reference quoted above, the decision and specifications as directed shall be final.
40. LOAD TESTING
1. In case of doubts regarding grade of concrete used either due to poor workmanship or based on results of cube
strength tests, the load testing of any part of the structure will have to be carried out by the Contractor at his own
cost.
2. Before carrying out load test, the Contractor shall carryout the suitable non destructive testing of the structure
which is in doubt, at his own cost. Non destructive testing is fully optional and at the discretion of the Contractor.
3 In such cases the Engineer-in-Charge shall inform the Contractor sufficiently in advance in writing along with the
reasons for carrying out the load test, during execution of work or during maintenance period of the Contract.
4. The load test will have to be carried out as per the provisions contained in IS : 456-2000.
5. If the load test results do not meet the requirements as stipulated in relevant I.S. code the
Structure shall be deemed to be unacceptable.
Executive Engineer S.T. Nashik
Signature of Contractor 93 Executive Engineer
S.T. NASHIK
41. SPECIAL CONDITIONS:
41.1 The contractors should ensure that all safety precautions are observed by their labours, working closed to the
State Highway and while closing the state Highway precautions are taken including insurance etc., for their labour at
the cost of the contractor etc. if any accident occur to the labour etc., no claim in this regard on whatsoever account
shall be entertained and the decision of the Department will be final and conclusive.
41.2 During the execution if there is any change in:
(i) Span Arrangement.
(ii) Height of substructure and superstructure above ground level.
(iii) Change in the depth of foundation, tendered rate for respective items will hold good and no extra claims shall be
entertained on this account.
41.3 Contractor shall observe the rules and regulations empowered by traffic police for smooth flow of traffic on the
diversion road and shall not be entitled for claim any compensation arising thereof.
42. DEFINITIONS:
(a) M.S.R.T.C. : Unless included by or repugnant to the contents the expression “M.S.R.T.C.” as used in the tender
documents shall mean the M.S.R.T.C. Mumbai, Maharashtra.
(b) Chief Engineer: The expression ‘The Chief Engineer’ as used in the tender papers shall mean Chief Engineer
M.S.R.T.C. Mumbai.
(c) Engineer-in-charge : The expression Engineer or Engineer-in-charge as used in the tender paper shall mean the
Engineer-in-charge of the work.
(d) Contractor: The expression ‘Contractor’ as used in the tender papers shall mean the successful tenderer that is the
tenderer whose tender has been accepted and who has been authorized to proceed with the work.
(e) Contract: The expression ‘Contract’ as used in the tender papers shall mean the deed of contract together with all
its original accompaniments and those later incorporated in it by mutual consent.
(f) Plant: The expression ‘Plant’ as used in the tender papers shall mean every temporary accessory necessary or
considered necessary by the Engineer to execute, construct, complete and maintain the work and all altered,
modified, substituted and additional works ordered in the time and the manner herein provided and all temporary
materials and special and other articles and appliance of every sort kind and description whatsoever intended or used
therefore.
43. MIX DESIGN:
43.1 The following instructions shall be followed as regards preliminary design of mix and methods of batching of
plain cement concrete and reinforced cement concrete. These instructions should be treated as supplementary to the
relevant provision in the specifications for the respective items contained in the book of standard specifications and
will override the provisions contained therein wherever they are contrary to the following instructions.
The preliminary mix design and batching for various grades of concrete shall be governed by the following
guidelines.
Concrete Grade Guidelines
1) Up to M-15 : This should only be ordinary concrete. No change may be prescribed in the present practice as
regards preliminary design of mix and permitting volume batching. Only cement to be weight batched.
2) M-20 to M-25 : Preliminary mix design must be carried out for these mixes. However, weight batching shall be
insisted for cement .only for concrete M-20 and above
3) M-25 and above : Preliminary mix design must be prepared for such mixes weigh batching shall be insisted for
cement fine aggregate and course aggregate.
43.2 For the grades of concrete M-20 and above the preliminary mix design shall be carried out from the approved
laboratory.
(1) The charges for preliminary design, of concrete mix shall be entirely borne by the contractor.
(2) For grades of concrete M-20 and above where cement is to be used by weight, the cost of extra cement required
to make-up the under-weight bags shall be borne by the contractor.
Executive Engineer S.T. Nashik
Signature of Contractor 94 Executive Engineer
S.T. NASHIK
(3) For the items of concrete of grades lower than M-20 and other items in the agreement, where cement is not to be
used by weighment, the cement bags as received from the manufacturer and supplied to the contractor under
Schedule ‘A’ shall contain cement of 50 Kg. net weight.
43.3 The admixtures such as plasticizers/super plasticizers for concrete grade M-20 and above shall be used as
directed by Engineer in charge depending upon specific requirements. No extra payment on this account will be
admissible.
ADDITIONAL TENDER CONDITIONS
(1) After award of contract, contractor will have to provide and fix the information boards showing name, tender
cost, period of completion, name and telephone number of agency and Executive Engineer and other details as
directed by Engineer in charge. No extra payment is admissible on this account. (such Item in schedule ‘B’ will be
not operated, if proposed)
(2) Insurance of Contract Work :
Contractor shall take out necessary insurance Policy/Policies (viz Contractor’s all risk Insurance Policy, Erection all
risk insurance policy etc as decided by the Directorate of insurance) so as to provide adequate insurance cover for
execution of the awarded contract work for total contract value and complete contract period compulsorily from the
“Directorate of insurance,
Maharashtra State, Mumbai” only. Its Postal address for correspondence is 264, MHADA, First floor, Opp.
