1
Contractor No. of corrections Executive Engineer
Government of Maharashtra
Water Resources Department
Kharland Survey & Investigation Division, Pen, Dist. Raigad
Parent Portal: http://maharashtra.etenders.in
WRD Portal: http://wrd.maharashtra.etenders.in
Tender Notice No. 06 for 2013-2014
On line Tender Forms in B-1 Format, for the following work are invited by the
Executive Engineer, Kharland Survey & Investigation Division, Pen, Umbarde Colony, Tal.
Pen Dist. Raigad, PIN No. 402107, Phone No.02143-252203 from the contractors registered
with the Government of Maharashtra in Appropriate class of Tender Notice.
The blank tender documents should be downloaded from Government website
http://wrd.maharashtra.etenders.in from 13/12/2013 to 03/02//2014. Blank Tender
documents will not be sold by this office. Interested contractors will have to download tender
documents from the website. Before submitting the tender documents the blank tender
document cost is to be submitted in form of demand draft and to be drawn in favour of
Executive Engineer, Khar Land Survey & Investigation Division, Pen, Dist-Raigad and
original demand draft should be submitted in the office of the Executive Engineer, Khar Land
Survey & Investigation Division, Pen, Umbarde Colony, Tal. Pen, Dist-Raigad on or before
03/02/2014 before 14:00 Hrs. on working days otherwise tender shall be rejected. For any
queries in this regard the interested contractors can contact on telephone No. 02143-252203
during office hours.
The Contractors participating first time in e-tendering Bids will have to procure
Digital Signature Certificate, Username & Password from competent authorities as
per guideline mentioned on homepage of the website.
All requisite information required for the submission of Bid Capacity documents is
available in the above said website. If any assistance is required regarding e-Tendering
(upload / download) please contact e-Tendering Help Desk on number: 020 – 25315555.
Note: to view detailed tender schedule, kindly visit e-Tendering portal:
http://wrd.maharashtra.etenders.in
Sr.
No
.
Name of work Estimated
cost
Earnest
Money
Deposit
(Rs.)
Time limit
for
completion
Class
of
Contr
a- ctor
Cost of
Blank
Tender
Form
1 2 3 4 5 6 7
1 Renovation bund work of
Annapurna Kharland scheme
Tal Roha Dist. Raigad.@ ch. 0
to 3540 m. & Sluice Gate @
Ch. 960 m., 2100 m. & 3540 m.
2,55,34,893/
- 1,50,000/-
24 Calendar
Months
(Including
monsoon)
Class
III and
above
Rs.
10,000
/-
1) Interested contractors have to see and download all documents from the above said
website from 13/12/2013 to 30/02/2014.
2
Contractor No. of corrections Executive Engineer
2) It is stipulated that the forms of Bid capacity form are available on the above said
website from 13/12/2013 to 31/12/2013 upto 17.00 hrs. by payment of cash amount of
Rs.2000/-in the office of Executive Engineer, Khar Land Survey & Investigation Division
Pen- Raigad. Bid documents will be available on the above said website after scanning the
copy of receipt. Those contractors whose Bid documents form fees is not received in cash by
the department on or before 31/12/2013 will not be evaluated further & will be disqualified. It
is essential that the details as demanded in the detailed tender notice and duly certified by an
officer not below the rank of the Executive Engineer shall be uploaded online in the format of
the bid capacity form upto 14.00 hrs. on or before -01/01/2014. The bid capacity of the
tenderer will be decided on the basis of these details.
3) The pre-tender conference will be open to only those prospective tenderers whose
photocopy of demand draft towards the cost of blank tender is received in the office of
Executive Engineer, Khar Land Survey & Investigation Division Pen- Raigad, upto before
31/01/2014 and having the proof of identity for authorisation along with the proof showing
that the tenderer is registration appropriate class of Govt. of Maharashtra period of validity.
Pre-tender conference will be held at the office of Chief Engineer, Water Resources
Department, Konkan Region, Hutatma Chowk, Hong Kong Bank Bldg. 4th
floor, Mumbai-23
dated -31/01/2014 at 15.00 hrs.
4) The e-tender will be opened online by the Project Director & Superintending
Engineer, Khar Land Development Circle Thane, Sinchan Bhavan, 4th floor, Kopari Colony,
Thane – East on dt. 07/02/2014 at 15.00 hrs (if possible).
5) No changes are to be made by the contractor in the tender documents published on
the website. If any changes made the tender documents will be rejected & action accordingly
will be taken against the contractor. Information published on the government website will
be final.
6) Right to reject any or all the tenders without assigning any reason thereof is
reserved.
7) If any assistance is required regarding e-Tendering (upload / download) please
contact Sify Nex Tenders Help Desk on No. 020 – 25315555.
(D.G. Mankar)
Executive Engineer,
Khar Land Survey & Investigation Division,
Pen-Raigad.
3
Contractor No. of corrections Executive Engineer
GOVERNMENT OF
MAHARASHTRA WATER
RESOURCES DEPARTMENT
DETAILED TENDER NOTICE
1. INVITATION:
1.1 Online percentage tenders in B-1 form are invited, from
registered Contractors in class III and above with Government of
Maharashtra, for the work of 4402, capital outlay Renovation
bund work of Annapurna Kharland scheme Tal Roha Dist. Raigad.@ ch. 0 to
3540 m. & Sluice Gate @ Ch. 960 m., 2100 m. & 3540 m.
„Two Envelope System.‟
1.2 Details of work are as under :
1.2.1 Name of work 4402, capital out lay Construction Renovation bund work of Annapurna Kharland
scheme Tal Roha Dist. Raigad.@ ch. 0 to 3540 m. &
Sluice Gate @ Ch. 960 m., 2100 m. & 3540 m.
1.2.2 Estimated Cost Rs. 2,55,34,893/-
1.2.3 Earnest Money
(EMD)
Rs. 1,50,000/-
1.2.4 Security Deposit 4% Rs. 10,22,000/-
a) Initial 2% Rs. 5,11,000/-
b) From R.A.
2% Bills
Rs. 5,11,000/-
1.2.5 Period of Completion of
work
24 months (Including Monsoon Period)
4
Contractor No. of corrections Executive Engineer
Detailed Tender Schedule
Sr.No. Activities Start Date & Time Expiry Date & Time
1 Online Tender Release 12/12/2013 10:00 Hrs 13/12/2013 16:00 Hrs
2 Online Bid Capacity Document
Purchase 13/12/2013 16.01 Hrs 31/12/2013 17:00 Hrs
3 Online Bid Capacity Document
Download & online Preparation 13/12/2013 16.00 Hrs 01/01/2014 14:00 Hrs
4 Online Hash Generation For Bid
Capacity 01/01/2014 14.01 Hrs 06/01/2014 17:00 Hrs
5 Online Submission of Bid
Capacity 06/01/2014 17:01 Hrs 08/01/2014 13.00 Hrs
6 Online Bid Capacity Opening and
Short listing 08/01/2014 13:01 Hrs 03/02/2014 17:00 Hrs
7 Online Main Tender Preparation 03/02/2014 17.01 Hrs 03/02/2014 21:00 Hrs
8 Online Tender Document
purchase & Download 03/02/2014 21:01 Hrs 07/02/2014 14:00 Hrs
9 Online Technical Bid Preparation 03/02/2014 17:01 Hrs 07/02/2014 14:00 Hrs
10 Online Commercial Bid
preparation 03/02/2014 17:01 Hrs 07/02/2014 14:00 Hrs
11 Online Bid Closing 07/02/2014 14.01 Hrs 07/02/2014 17:00 Hrs
12 Online Submission of Bid 07/02/2014 17.01 Hrs 10/02/2014 17:00 Hrs
13 Online Tender Opening
(Technical) 11/02/2014 11:01 Hrs 12/02/2014 17:00 Hrs
14 Online Tender Opening
(Commercial) 11/02/2014 11:01 Hrs 12/02/2014 17:00 Hrs
1.3 Definitions and Interpretation
In the tender document, the following terms shall have the meanings
hereby assigned to them except where the context otherwise requires. (a) “Government” shall mean the “Government of Maharashtra”
(b) “Department” shall mean water Resources Department of Government of
Maharashtra (c) “Chief Engineer” shall mean Chief Engineer, Water
Resources
Department, Konkan Region, Mumbai. (d) “Engineer/Engineer-in-charge” shall mean the Executive Engineer in
charge of the works and shall also include the superior officers of the
5
Contractor No. of corrections Executive Engineer
Engineering Departments of the Government i.e. the Superintending
Engineer of the respective Circle or the Chief Engineer. (e) “Engineer‟s Representative” shall mean the Sub-
Divisional Engineer/Assistant Executive Engineer/Sub-Divisional
Officer/Assistant Engineer (Grade-I), who is in direct charge of the works
and shall include any Civil Engineer of the Government. (f) “Contractor” shall mean the person, firm or company who enters into
contact, with the Government and shall include their
executors, administrator‟s successors and submitted assignees. (g) “Contract” shall mean and include agreement having the following
documents
Part I Tender Documents
Part II Specifications
Part III Drawings (h) “Work” shall mean the work to be executed in accordance with the
contract.
(i) “Specifications” shall mean the specifications for material and works as
specified in the contract. (j) “Drawings” shall mean prints of the maps, drawings, plans of the contract
and shall include any modification of such drawings as may be issued by
the Engineer-in-charge from time to time. (k) “Site” shall mean the land and the other places on, under, in or through
which the works are carried out and any other lands or places provided by
the Government. (l) “Defect(s) liability period” shall mean the period mentioned in clause 20 of
B-1 Tender Form from the date of issue of completions certificate by the
Engineer-in-charge. 1.4 Singular and plural:
Words imparting the singular number shall also include the plural and vice
versa where the context requires. 1.5 Heading and marginal headings
The headings and marginal headings in the contract are solely for the
purpose of facilitating references and shall not be be deemed to be a part
thereof or taken into consideration in the interpretation or construction
thereof or of the contract.]
2. ELIGIBILITY- The contractor who qualified in Bid capacity legible to
6
Contractor No. of corrections Executive Engineer
Download & Upload Blank Tender form
2.1 The contractor shall upload scanned copy of Registration Certificate of
appropriate Class of Government of Maharashtra during bid preparation stage.
2.2 TENDER FORMS: 2.2.1 Information regarding the work for which the Tenders are invited blank tender
forms can be obtained from the office of the Engineer-in- charge of the work
during 11.00 to 17.00 hours on working days from 12/12/2013 to 03/02/2014.
The tender document is uploaded / released on Government of Maharashtra,
(GOM) e-tendering website http://maharashtra.etenders.in and has to be
downloaded as well as filled up and submitted online ONLY as per the
schedule. Tender document and supporting documents may be purchased and
downloaded from following link of http://wrd.maharashtra.etenders.in on e-
Tendering website of Government of Maharashtra,
http://maharashtra.etenders.in by filling Demand Draft details online.
Tenders will be submitted by the bidders online on or before 07/02/2014 upto
14.00 Hrs. and will be opened online in the office of the Project Director and
Superintending Engineer, Kharland Development Circle, Thane, Sinchan
Bhavan, Kopari colony, Thane (E) on dtd. 07/02/2014 at 15.00 hrs. in the
presence of contractors, who intend to remain present, if possible.
2.2.2 The contractor shall upload scanned copy of Registration Certificate of
appropriate Class of Government of Maharashtra during bid preparation stage. 2.2.3 BID CAPACITY
The Bidding capacity will be evaluated as a prequalification in the
following manner.
Bid Capacity = (A x N x 2) – B
A = Maximum value of Civil Engineering works executed in any one year
during the last 5 financial years (value updated to the R.S.R. for the year
2011-2012 which will be taken prevailing into account for the completed
and on goring works.) Financial years concerned are 2008-09, 2009-10,
2010-11, 2011-2012 & 2012-13
B = Value of existing commitments and works (ongoing) as on to be
completed in the period stipulated for completion of the work in the present
tender.
N = Number of years prescribed for completion of the work for which the bids
are invited = (24 Calendar Months) = 2 years.
7
Contractor No. of corrections Executive Engineer
Information about A and B mentioned above is required to be submitted in
the Proforma given below. Above information is required to be certified by
an officer not below the rank of Executive Engineer, of the concerned
Division. This information will have also to be certified by income tax
clearance certificates which shall be attached with bid capacity documents.
The Bid Capacity calculated as above should not be less than the
estimated cost put to tender. i.e.Rs.255.35 Lakh
Details of “A”: Values of Civil Engineering works executed during the last
5 years.
Financial
Year in
which
work is
executed
Details of
execution 1.Contract-1
2.Contract-2
3.Contract-3
Cost of
work
executed
against
contract
Updated cost of
work executed
against contract
every year (updated
to
current R.S.R.)
Total up
dated
cost of
work for
the year
2008-09
2009-10
2010-11
2011-12
2012-13
NOTE:
i) The cost of work executed in a year updated to the R.S.R. 2012-13 levels to
be justified by detailed computations. ii) The cost may be updated by 10% per year (compounded) and no
supporting detailed computations may be furnished
(Factor of updating cost of each year to bring the cost to 2011-12 level
2008-09 1.464
2009-10 1.331
2010-11 1.21
2011-12 1.1
2012-13 1
iii) Computation for A & B (both) shall be done either by method at note
No. (i) or by No.(ii)
NOTE: R.S.R. which is prevailing on November - 2013 shall be considered as
current R.S.R. for the purpose.
8
Contractor No. of corrections Executive Engineer
DETAILS OF B:
Value of existing commitments and work (on going) or to be Completed in
the period stipulated for completion of work in the present tender i.e. from
…………. to ………..
Details of existing
commitments separate
for each contract.
Cost of work to be
executed each year
against the contract in
hand at contract rate
updated to
Total cost of existing
commitments.
1.Contract-1
2.Contract-2
3.Contract-3
NOTE:
i) The cost of work executed in a year updated to the RSR 2012-13 levels to
be justified by detailed computation ii) Alternatively the cost may be updated by 10% per year (compounded)
and no supporting detailed computation may be furnished
3. Computation of Value.
3.1 Intending tender should own and also should arrange for the machinery as
shown below :
Sr.N
o.
Type of Machinery Required
Machinery for
the work.
Machinery to be
owned by the
tenderer
1.
2.
3.
4. 5.
6.
Mixer
Vibrator
Poclain
Tippers
Water Pumps
J.C.B.
1
1
1
4
4
1
50% Machinery
to be owned by
the contractor.
In respect of machinery to be owned by the tenderer, satisfactory documentary
proof of ownership shall be produce.
9
Contractor No. of corrections Executive Engineer
CERTIFICATE
This is to Certify that M/s. Shri.
…………………………… ………………… ………………
Government Contractor has been awarded the work (Name of work)
…………………………….. amounting to Rs………… On B/1/B-2
Agreement No. ………………….. dated ………………. And the
contractor is liable to execute the work amounting to Rs……….. during the
next ……. Years as per conditions stipulated in the Tender.
Executive Engineer
2.3 EXPERIENCE OF SIMILAR TYPE OF WORK :-
The intending tenderer should have experience of construction or renovation of earthen bund and & sluice gates of Kharland Schemes works under Central or State Government one work costing not less than 200 lakhs during the last five years certified by not below the rank of Executive Engineer
2.4 The intending tenderer should have completed quantity of Concrete of 200
Cum and excavation and earthwork of 70,000 Cum. during the last five
years.
2.5 Even though the bidders satisfy the above requirements, they are likely to be
disqualified if they have.
i) Made untrue and/or false representation in the request form statement and
attachments required as proof of qualification requirement.
ii) Records of proof of performance such as abandoning work not properly
completing contract, in ordinate delays in completion or financial failure etc.
The tenderer will be deemed to be eli e to purchase the blank tender form only if
he satisfies all the above criteria (Sr.No. 2.1 to 2.5) by submitting requisite
documentary proof upto the last date for issue of the bid capacity form.
10
Contractor No. of corrections Executive Engineer
3.0 DETAILS OF WORK
The estimated cost, earnest money deposit, class of contractor period of
completion of and other information is given Annexure 'A' of this Section.
4.0 ISSUE OF BLANK TENDER FORMS
Information regarding the work for which the tender are invited as well as blank
tender forms can be obtained from http://wrd.maharashtra.etenders.in cost of
blank tender form in form of D.D. duly plaged in the name of E.E. Kharland
Survey & Investigation Division, Pen, Dist. Raigad & scan copy of D.D. must
be upload on website.
5.0 PRE TENDER CONFERENCE :
i) A pre tender conference, which is open to all who have purchased the tender
forms, will be held on 31/01/2014 at 15.00 hrs. in the office of the Chief
Engineer, Water Resources Department, Konkan Region, Hutatma Chowk,
Hong Kong Bank Bldg. 4th floor, Mumbai. Where in prospective tenderer will
have an opportunity to obtain clarification regarding the work and the tender
conditions.
ii) The prospective tenderer are free to ask for any additional information or
clarification either in writing or orally and repay to the same will be given by
the Superintending Engineer/Chief Engineer in writing and his clarification
referred to as common set of conditions, shall form part of tender documents
and which will also be common and applicable to all tenderers. The tender
submitted by the tenderer shall be based on the clarification additional facility
issued (if any) by the department and this tender shall be unconditional. The
conditional tenders will be summarily rejected as non from the conditional
tenders will be rejected as non- responsive.
6.0 REVISION OR AMENDMENT OF THE TENDER DOCUMENTS: 6.1 Rights are reserved to revise or amend the tender documents prior to the last
date notified for the online submission of tenders and such revision or
amendments or extensions shall be communicated to all tenderers by printing
notice on the web site and / or by notice in the press as may be considered
suitable.
6.2 Tenderer shall be presumed to have carefully examined all documents, forms,
statements, special conditions, schedules, drawings and pacifications of
contract and to have fully acquainted himself with all details of the site, his
own quarries for rubble, sand, earthwork etc. locations of materials, river
and weather characteristics and labour conditions in general and with all the
necessary information and data etc. prior to tendering of the work.
11
Contractor No. of corrections Executive Engineer
6.3 The tenderers should see, in particular, the quarry sites and satisfy
themselves about the quality and quantity of materials available as the rates
quoted will be inclusive of all lead and lifts involved even the materials are
required to be brought from areas other than those specified in the quarry,
plants etc. for the above work. 6.4 The tenderers shall arrange to bring his own material from borrow area such
as rubble, boulders, murum, sand, metal and hearting soil etc. from approved
quarries. It is necessary for the contractor to obtain the permissions
from the revenue department and the other concerned authorities through
the Executive Engineer, before removing the materials, pay royalties etc. All
quarry fees, royalties, octroi dues and ground rent for stacking materials, if
any, shall be paid by the contractor. No reimbursement will be allowed thereon
by the department. 7 MANNER OF SUBMISSION OF TENDER AND ITS
ACCOMPANIMENTS a) ENVELOPE NO. 1:
The „Envelope No. 1‟ (Technical Envelope) shall contain the scanned
copy of following documents. These documents need to be digitally signed by
individual contractor‟s digital signature and uploaded during online bid
preparation stage and the required original copies shall be kept ready at the
time of opening of the tender. i. The blank tender document cost Rs 10000/- will have to be paid by demand
draft and is to be drawn in favour of “Executive Engineer, Khar Land Survey &
Investigation Division, Pen-Raigad” and original demand draft should be
submitted in the office of Executive Engineer, Khar Land Survey &
Investigation Division, Umbarde colony, Pen, Raigad on or before 30/02/2014
14:00 Hrs on working days.
ii. Scanned copy of Earnest Money Deposit in the form of Government Treasury
Challan or Term Deposit Receipt for one year of required amount pledged in
the name of the Executive Engineer, Kharland Survey & Investigation
Division, Pen-Raigad shall be enclosed and original Treasury Challan or Term
Deposit Receipt should be submitted in the office of Executive Engineer, Khar
Land Survey & Investigation Division, Umbarde colony, Pen, Raigad on or
before 30/02/2014, 17:00 Hrs on working days. Certificates of exemptions for
payment of earnest money, issued by competent authority, if valid, shall be
accepted instead of the Earnest Money Deposit.
iii. Document certifying the bidder as a registered contractor with Public Works
Department of the Government of Maharashtra valid on date of submission of
tender.
12
Contractor No. of corrections Executive Engineer
iv. Certificate of Registration under Clause 16(i) of Maharashtra Value Added
Tax Act – 2005 or the Certificate of Registration under Rule-8 of The
Bombay Sales Tax Rules-1959. Contractors not submitting any of the two
documents will be liable for Tax Deduction at Source at the rate of 5% of the
contract Price. v. Deed of partnership or Article of Association and Memorandum of
Association for limited Company, duly registered, if applicable. vi. Power of Attorney, if necessary.
vii. Copy of Certificate of enrolment under The Maharashtra State Tax on
profession, trades, callings and employment act 1975. (See rule 3(2) and
certificate of enrollment under section (2) or sub-section (2A) of section 5 of
Maharashtra State Tax on professions, trades, calling and employment act 1975.
viii. Details of works of similar type and magnitude carried out by the
tenderer (in Appendix A) ix. Details of works of similar type of works tendered for and in hand with the
value of work unfinished on the last date of submission of tender. The
Certificates from the heads of the office, not below the rank of Executive
Engineer, under whom the works are in progress, should be enclosed (in
Appendix B) x. List of plants and machinery immediately available with the tenderer for use
on this work and list of machinery proposed to be utilized on this work but
not immediately available and the manner in which it is proposed to be
procured (in Appendix C) xi. Proof of having tenderer‟s own machinery.
xii. A certified copy of Power of attorney for signing the tender in case of
proprietary firm /partnership firm /Ltd. Co. / Ltd. Corporation
/ sponsoring firm made by a Group of firms. b) ENVELOPE NO. 2:
The Envelope No.2 shall contain only the main tender. A l l f i n a n c i a l
o f f e r s m u s t b e p r e p a r e d a n d s u b m i t t e d o n l i n e a t
h t t p : / / w r d . m a h a r a s h t r a . e t e n d e r s . i n a s p e r t h e
i n s t r u c t i o n s o n t h e p o r t a l a n d s h o u l d b e d i g i t a l l y
s i g n e d . The tenderer should quote his offer in the form of percentage
below or above the estimated cost given in Schedule „B‟. He should not quote
his offer any where directly or indirectly in Envelope No.1, failing which the
13
Contractor No. of corrections Executive Engineer
Envelope No.2 shall not be opened and his tender shall stand rejected. The
contractor shall quote for the work as per details given in the main tender
This tender shall be unconditional. Documents containing the common set of
conditions, as required in Clause 2.4 of this Detailed Tender Notice, if
applicable, shall also be u p l o a d e d d u r i ng o n l i n e b i d p r e pa r a t i o n in
the Envelope No. 2. 8 INSTRUCTIONS FOR SUBMISSION OF ENVELOPE NO.1:
Documents to be submitted in envelope No.1 should be digitally
signed by individual contractor‟s digital certificate and should confirm
to the instructions given below.
i) EARNEST MONEY:
Each tender shall be accompanied by an Earnest Money for
Rs. 1,50,000/- ( One Lac Fifty thousand Only) in the form of an original
receipt Treasury/Sub-Treasury challan under the Head of Account „Earnest
Money Deposit - Revenue Deposit‟ or one year Term Deposit in any
Nationalized Bank duly pledged in the name of the Executive Engineer,
Kharland Survey & Investigation Division, Pen-Raigad original Treasury
Challan or Term Deposit Receipt should be submitted in the office of
Executive Engineer, Khar Land Survey & Investigation Division, Umbarde
colony, Pen, Raigad on working days. E.M.D in the form of cash or
cheque or bank Guarantee shall not be acceptable.
The amount of E.M.D. will be released back to the unsuccessful tenderers on
deciding upon the acceptance or otherwise of the tender.
The C on t ra c t o r /Contractors w h o i s /are e xempted f r o m payment o f
Earnest Money should upload valid certificate of exemption or attested copy
of such certificate issued by P.W.D without which the tender will not be
considered. The earnest money amount shall not carry any interest whatsoever.
ii) SECURITY DEPOSIT:
The successful tenderer shall have to pay 2% security Deposit in the
form of approved securities in lieu of cash deposit mentioned above such as
Government securities, Bank Guarantee from scheduled banks, National
Savings Certificates, Post Office Cash Certificates for value for which they
can be encashed at the time of presentation as security deposit. Treasury
Savings Deposit Certificates which are issued by the Reserve Bank of India,
and the scrip of rural debentures issued by the Maharashtra State Co-
operative Mortgage bank Ltd., standing in the name of depositor shall be
accepted if those are pledged in the name of the Executive Engineer,
Kharland Survey & Investigation Division, Pen-Raigad towards the payment
of initial security deposit, then the earnest money deposited will be refunded
14
Contractor No. of corrections Executive Engineer
to him only after payment of Security Deposit. In addition, a 2% Security
Deposit shall be recovered from the bills of Contractors deducting @ 4%
of the value of bills at a time. iii) VALUE ADDED TAX
The tender rates are inclusive of all taxes, rates, cesses and are also inclusive of
the leviable tax in respect of sale by transfer of property in goods involved in the
execution of a works contract under the provision of rule 58 of Maharashtra
Value Added Tax Act 2005, for the purpose of levy of tax.
iv) PROFESSIONAL TAX:
Certificate of registration with the professional tax officer of the district in
Form IA Certificate of registration under Section 5(1) and 5(2) of the
Maharashtra State Tax on Professions, Trades, Callings and Employment Act,
1975 shall be submitted online in the Form as below. V) ADDITIONAL SECURITY DEPOSIT
If the contractor quote this offer more than 10% below the estimated cost. He
shall submit additional security deposit as per following formula
(Contractor‟s offer (-) 10 x 10/100 = percentage of additional security
Deposit)
This additional security deposit should be in the form of bank guarantee for
the period upto prescribed period of tender. This additional security will be
refund at the time of final bill.
PROFESSIONAL TAX CLEARANCE CERTIFICATE
This is to certify that M/s ---------------------------------------------------------
(address)----------------------------------------------------------------------------- is a
registered dealer under the Maharashtra State Tax on Professions. Trades,
calling and Employments Act No. XV of 1975.
holding Registration Certificate No ---------------------w.e.f -----------------------
-------------------- and under section 5 (1) and 5 (2) respectively. This said
dealer has paid all tax due upto 31st
March ------------- (Previous Year) under
this act. The dealer has paid the professional tax dues for the employees
mentioned below.
A Sr.No Name of Employee Designation
15
Contractor No. of corrections Executive Engineer
B.
Sr.No Name of the owner carrying on
profession status
There is no professional Tax due outstanding against the dealer under the
Act. This Certificate is valid for One year from the date of issue.
Place :
Date :
Designation
Signature
Professional Tax Officer District
16
Contractor No. of corrections Executive Engineer
It should also be made clear that the employees shall be all those who receive
the wages/salaries from the tenderer and shall include the office and held
staff and those operating the machinery/equipment. This is also to ensure that
the machinery said to be deployable for the said work is really in the ownership
of the tenderer.
9 INSTRUCTIONS FOR SUBMISSION OF ENVELOPE NO. 2
Documents to be submitted online in Envelope No.2 should be
digitally signed by individual contractor‟s digital certificate and
should confirm to the instructions given below. i) CONTRACTOR TO INFORM HIMSELF FULLY:
The tenderer shall be deemed to have fully acquainted himself with the
work and site conditions and carefully examined the special conditions, the
specifications, schedules and drawings and shall be deemed to have fully
informed himself regarding the local conditions. The tenderer shall also be
deemed to have fully acquainted with the various leads and lifts involved in
the works and materials of constructions as well as shall be deemed to
have fully acquainted with his own various quarries for construction
materials, their availability and adequacy etc. ii) CONDITIONAL TENDER:
Conditional tender will be summarily rejected. The tenders which do not
fulfill any of the notified requirements laid down in this detailed tender
notice, the general rule and directions for the guidance of the tenderers as
mentioned in B-1 form or are incomplete in any respect are likely to be
rejected without assigning reasons thereof. iii) TENDERED RATE:
The tenderer should quote his offer online during bid preparation stage as
per online tender schedule, in figures as well as in words in English. In case
there is a difference between the rates quoted as expressed in words and in
figures, the rates as expressed in words will be taken as correct irrespective
of whether it is lower or higher than that expressed in figure.
No alteration in the form of tender and in schedule of quantities will be
permitted. The rates mentioned in the tender for all items of work shall be
taken applying to all conditions, weather and will be inclusive of all taxes, if
any. The rates should be written in words in one line only as far as possible.
iv) If the offer quoted by the tenderer is less than 90 % or more than 110 % of
the updated estimated cost, then the tenderer shall furnish his detailed item-
wise justification for all items costing Rs. 50,000/- (Fifty thousand) and
17
Contractor No. of corrections Executive Engineer
above put to tender in Envelope No. 2 in order to establish the
workability and reasonableness of the rates. Tenderer shall also submit
additional information in justification of the rates wherever called for by the
department without which the offer will not be considered.
v) QUANTITIES PUT TO TENDER:
The quantities given in the schedule „B‟ as put to tender by the
Department for various items therein are approximate as some of the items
of work put to tender are likely to be executed departmentally, till the
contract agency is fixed. Such quantities which would be executed till the
fixation of contract agency will stand deducted from the quantities entered
in the schedule „B‟ at the time of completing the tender documents by
the contractor. The contractor should take cognizance of this fact and no
claims will be tenable on account of such reduction in quantity.
The quantities of items on which the Department has carried out the work
as measured on the date of work order shall stand deducted from the
quantities stipulated in schedule „B‟ as put to tender by the
Department for the purpose of application the stipulation of clause 38 of
conditions of the contract of the tender.
10
TENDER UNITS
The tender has been invited in the Metric System of measurements.
Tenderer should particularly note the units mentioned in schedule „B‟ on
which rates are to be based.
11
CORRECTIONS
No corrections should ordinarily be made in the tender documents. Any
corrections in the entries made by the tenderer should be signed /
cancelled by crossing the incorrect por t ion and wr i t ing the
corrected portion above and each such correction shall bear the
attestation of the tenderer
12
SIGNING OF TENDER DOCUMENT
The tender shall contain the name, residence and place of business of
person or persons making the tender
The tenderer by partnership firm shall furnish the full names of all the
partners in the forwarding letter. The letter shall be signed by the partner
or by an authorized representative followed by the name and designation
of the person signing.
An attested copy of the partnership deed shall be furnished.
18
Contractor No. of corrections Executive Engineer
Whenever, whether in the submission of the tender or later, in other
matters, the signatures are made by one person on behalf of the company; the
tenderer shall supply an attested copy of the power of attorney.
Witness shall be persons of status and probity and their names,
occupations and address shall be stated below their signatures. All
signatures shall be dated.
The tender is also liable to be rejected outright, if, while submitting,
i) The tenderer proposes any alternation in work specified in the tender or in
the time allowed for carrying out the work or any other condition, ii) Any erasures are made by the tenderer in the tender,
iii) All corrections and additions or pasted slips are not signed by the
tenderer and
iv) Tenderer, or, in the case of firm, each partner or the person holding the
power of attorney authorizing him to do so thereof does not sign or the
signature is not attested by a witness in B-1 tender form at the space
provided for the purpose. 13 SUBMISSION OF TENDER:
13.1 The interested contractors / bidders will have to make online payment (using
credit card/debit card/net banking) of Rs. 1036/- (including service tax) per bid
per tender to online service provider of e-Tendering system at the time of
entering online Bid Submission stage of the tender schedule
13.2 The two envelopes No. 1 and 2 shall be d i g i t a l l y sealed and s i g n e d
a n d s u b m i t t e d o n l i n e a s p e r t h e o n l i n e t e n d e r s c h e d u l e .
13.3 The date and time for online submission of envelopes shall strictly apply
in all cases. The tenderers should ensure that their tender is prepared
online before the expiry of the scheduled date and time and then
submitted online before the expiry of the scheduled date and time.
Offers not submitted online will not be entertained.
13.4 If for any reason, any interested bidder fails to complete any of online stages
during the complete tender cycle, department shall not be responsible for that
and any grievance regarding that shall not be entertained. 14 OPENING OF TENDERS:
19
Contractor No. of corrections Executive Engineer
On the date specified in the tender notice, following procedure will be adopted for
opening of tender. 14.1 ENVELOPE No. 1: First of all, Envelope No. 1 of the tenderer will be opened on l in e th r ou gh e -
Ten de r i ng p ro ce d ure to verify its contents as per requirements. For the
purpose of this particular contract, the tenderer shall meet the requirements
as stated at Sr. No. 4 (a) above of this section. If the various documents
contained in this envelope do not meet the requirements, a note will be
recorded accordingly by the tender opening authority and the said tenderer‟s
Envelope No. 2 will not be considered for further action but the same will
be recorded. Decision of the tender opening authority shall be final in this
regard. 14.2 ENVELOPE No. 2: This envelope shall be opened on l ine th r ough e -Tender ing p rocedure
immediately after opening of envelope No. 1 only, if the contents of
envelope No. 1 are found to be acceptable to the Department. The tendered
rate shall then be read out by the Tender Opening authority.
THE TENDER WILL BE LIABLE TO BE REJECTED OUT RIGHT IF,
WHILE SUBMITTING: 14.2.1 The tenderer proposes any alteration in the work specified in the tender or
in time allowed for carrying out work or any other unacceptable
condition, 14.2.2 Any of the pages and pasted slips of the tender are removed and / or
replaced, 14.2.3 All corrections and additions and pasted slips are not initialed by the
tenderer, 14.2.4 The tenderer does not sign, and the signature/signatures (in case of firm
each partner or power of attorney holder) is not witnessed by a
respectable person, in the space provided for in the B-1 tender form. 14.2.5 Schedule „B‟ of contract shows the items of work to be executed, the
estimated quantity, the rate, amount of such item as per estimate and the
total estimated cost put to tender. The tenderer should quote his rate in
terms of percentage above or below the said estimated cost by writing the
percentage both in words and figures In addition, the contractor shall fill
up the additional schedules in the tender (viz. Appendix - A, B, C & D).
20
Contractor No. of corrections Executive Engineer
14.2.6 No modification in the form of the tender are permitted. 15 ACCEPTANCE OF TENDER:
Acceptance of tender will rest with the Project Director & Superintending
Engineer Kharland Development Circle, Thane who reserves the right to
reject any or all tenders without assigning any reasons thereto. The
acceptance of tender may be intimated to the contractor by letters, such
intimation shall be deemed to be an intimation of acceptance of tenders.
The tenderer whose tender is accepted will have to complete the contract
form within 15 days of being notified to do so and shall abide by all the
rules and regulations and special conditions enumerated therein or
attached herewith. In the event of failure of the tenderer to sign the
agreement within the stipulated time, the earnest money paid by him
shall be liable to be forfeited to the Government and the acceptance of
the tender shall be liable to be considered as withdrawn. In that event, the
work will be awarded to the next lowest or any other contractor to whom
the Government deems to be suitable. 16 VALIDITY FOR 120 DAYS:
The offer shall remain valid for a period of 120 (One hundred twenty)
days from the date of opening of tender and thereafter until it is
withdrawn by notice in writing by the tenderer, and duly addressed to the
competent authority and sent by Registered Post Acknowledgement Due.
If the acceptance of the tender is not communicated within 120 days or
before and if the offer is withdrawn by the contractor as aforesaid,
earnest money shall be refunded in full. 17 LATE BIDS:
Offers not submitted online through e-Tendering procedure will not be
entertained.
18 MODIFICATION AND WITHDRAWAL OF BIDS: 18.1 Withdrawal or modification of a bid between the deadline for submission of
bids and the expiration of the original period and bid validity specified in
the form of bid may result in the forfeiture of the bid security pursuant to
clause 1 of B-1 form. 19 COMPLETION OF TENDER DOCUMENTS: While completing the tender documents, the contractor must invariably complete
the appendices included in the tender documents giving correct information.
However, this information shall have to be submitted online by the
21
Contractor No. of corrections Executive Engineer
contractor in the prescribed formats separately in Technical Envelope No.
1 as per provisions of paragraph 4 (a) of the detailed tender notice. 20 LANGUAGES: The language of all correspondence regarding this work shall be English only. 21 LICENCES UNDER CONTRACT LABOUR (REGULATION AND
ABOLITION) ACT 1970. The successful tenderer should produce to the satisfaction of the competent
authority accepting the tender a valid and current license issued in his
favour under the provisions of contract labour (Regulation and Abolition)
Act 1970 and the Maharashtra Contract labour (Regulation and Abolition)
Rules 1971, before signing the contract. On failure to do so, the acceptance
of the tender will be withdrawn and also the earnest money and additional
earnest money deposit, if any, will be forfeited to the Government.
22. Certificate from General Provident Fund Authority :-
Intending Tenderer should submit Certificate of Registration as per the
contractual labour Act 1970 from General Provident Fund and No Dues
certificate regarding payment of contribution towards his employer and
should submit this certificated in envelope No.1
23. ADDITIONAL CONDITION RELATING TO INSURANCE
CONTRACT WORK
Contractor shall take out necessary insurance policy / policies ( viz contractor
A 1 insurance policy, Erection All Risks Insurance Policy etc: as' decided by
the Directorate 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. Kalanagar Bandra (E) Mumbai 400051 (Telephone No.
26590403` / 26590690 ) and Fax nos. 26592461/ 26590403. ). Similarly all
workmen's appointed to complete the contract work are required to insure
Compensation Insurance Policy / Insurance Polices taken out from other
company will not be accepted. If or has effected insurance ' with any
insurance company, the same will not be accepted and the amount of premium
calculated by the Government Insurance Fund will be recovered directly from
the amount payable to contractor for the executed contract work and paid to
the Directorate of insurance fund Maharashtra State Mumbai. The Directorate
of Insurance reserves the distribute the riskk of Insurance among the other
22
Contractor No. of corrections Executive Engineer
insurers.
24. QUARRIES
24.1 The location of quarries for soil, murum, metal, rubble, sand etc. as shown in
the drawing in case of land shown quarries was not available, the time of the
work in tender shall have to be executed with contractor's own rnarerials.
24.2 For the item of the work in tender all leads & lifts changes own included in
the construct rate hence contractor shall not make any claims what so ever in
this respect.
23
Contractor No. of corrections Executive Engineer
ANNEXURE “A” (SECTION-I)
WORK AND SITE CONDITIONS 1. DESCRIPTION & SCOPE OF THE TENDERED PROJECT:
This Kharland Development Project is undertaken by Government of
Maharashtra. The work under the project envisages Renovation bund work of
Annapurna Kharland scheme Tal Roha Dist. Raigad.@ ch. 0 m. to 3540 m. &
Sluice Gate @ Ch. 960, 2100 & 3540 m. to protect the agricultural lands of the
above village from saline water entering through the nearby creeks. 2. CLIMATIC CONDITIONS
The climate of this region is humid. The work site is situated in saline &
marshy area. The annual rainfall in the area is heavy and is of the order of
2500 mm to 3500 mm. The rainy season generally commences from early
June and lasts upto beginning of October.
3. INFORMATION REGARDING WORKSITE
3.1 General
Location of work : About 40 km from District place
Alibag 20 km from Taluka place
Roha
Nearest railway Station : Roha on Konkan Railway.
18Kms. away
Road : Approachable by Mumbai-Goa
National Highway No. 17
Nearest petrol & diesel pumps : At Roha which is 18 km away.
Nearest Telephone
Telegram from site
: At Roha which is 18 km away
Land Acquisition : Not required.
3.2 The various leads involved in the work are tentative. The contractor shall
be deemed to have fully acquainted with these leads. He shall also get
acquainted with the availability of construction materials and their
adequacy, etc. No claims whatsoever shall be entertained to the
contractor. 3.3 The contractor has to establish the quarries for the construction
materials required within the leads specified for the respective materials at
his own cost and responsibility. No extra claim whatsoever will be
entertained by the department in this regard.
24
Contractor No. of corrections Executive Engineer
3.4 Availability of Labour:
Some local unskilled labour may be available during non-agricultural
season but skilled labour may not be available. Contractor must
however make his own inquiries regarding the same. 3.5 Market :
The nearest Market is at ROHA which is 20 Km from the Project site.
The banking and Treasury facility is available at Alibag.
NOTE
It must be specifically understood that the above note is meant only for the
general guidance of contractors. The contractor has to make his own
verifications of the details of the site conditions, accesses to site of quarries,
availability of material, etc. No claim on account of any incorrectness of
the information given above will be entertained.
4 Details of work are as under :
a. Name of work Renovation bund work of Annapurna
Kharland scheme Tal Roha Dist.
Raigad.@ ch. 0 m. to 3540 m. & Sluice
Gate @ Ch. 960 m., 2100 m. & 3540 m.
b. Estimated Cost Rs. 2,55,34,893/-
c. Earnest Money
(EMD)
Rs. 1,50,000/-
d. Security Deposit Rs 10,22,000/-
a) Initial Rs. 5,11,000/-
b) From R.A. Bills Rs. 5,11,000/-
5. Class of contractor Class III and above.
6. Period of completion 24 Calendar months (including monsoon
period
25
Contractor No. of corrections Executive Engineer
7) Information for obtaining Tender papers and its submittion
7.1 Name and address of the Executive
Engineer in Charge of work issuing
tender papers/bid assessment forms
and in whose name Earnest money and
security deposit is to be pledged.
Executive Engineer, Kharland
Survey & Investigation
Division, Pen-Raigad.
7.2 Period for issue of application forms
for Bid documents. 13/12/2013 to 31/12/2013
7.3 Cost of bank tender forms Rs.10,000/- (Rs. Ten Thousand
only )
7.4 Date, Times and place of pretender
conference 31/01/2014 at 15.00 Hrs. at the
office of the Chief Engineer,
Water Resources, Konkan
Region, Mumbai-23.
7.5 Time and date of submission of Tender
Documents. Upto 17.00 Hrs. on
05/02/2014.to 07/02/2014
7.6 Name and address of the office
receiving and opening of the tender Project Director &
Superintending Engineer,
Kharland Development Circle,
Thane. Kopri colony (E)
7.7 Period for completion of work 24 Calendar months including
monsoon
7.8 The name of authority for accepting Chief Engineer, Water
Resources, Konkan Region,
Mumbai-23.
8. Name of the Executive-in-charge of
the work in whose name Demand Draft
is to be drawn.
Executive Engineer, Kharland
Survey & Investigation
Division, Pen-Raigad.
9. Price Variation Information S.N. Component Percentage
1. Labour (KL) 41.64 %
2. Material (other) 54.69 %
3. POL (Kf) 3.67 %
10. Cost of Cement for Mix Variation N.A.
1) If the cement is procured by the
contractor
Rs. 325/- cost per bag.
11 Star rate of steel Rs. 48800/- MT
12. Star rate of Cement Rs. 6500/- MT.
26
Contractor No. of corrections Executive Engineer
27
Contractor No. of corrections Executive Engineer
SPECIAL CONDITIONS OF CONTRACT
1 Contractor to inform himself fully:
The contractor shall be deemed to have carefully examined the work and site
condition the special conditions, the specifications, schedules and drawings
and shall be deemed to have visited the work site, his own quarries for
rubble and sand and to have fully informed himself regarding the availability
of construction materials, local conditions, ancillary works required to be done
etc. before quoting the offer.
If he shall have any doubts as to the meaning of any portion of the special
conditions or the scope of work or the specifications or any other matter
concerning the contract, he shall, in good time, set forth the particulars
thereof and submit them to the Engineer-in-charge. The Engineer-in-
charge generally means the Executive Engineer directly in charge of the
work, but also means the Superintending Engineer of the Department for
exercising powers under this contract. 2. Contract Drawings and Specifications: 2.1 On acceptance of the tender, three sets of contract drawings and working
drawings as well as one certified copy of the accepted tender will be
supplied to the contractor free of charge within one week. On request by the
contractor and at the discretion of the Engineer-in-charge, the
contractor may be supplied additional copies of contract document to be
charged at the rate of Rs. Five/-(Rs. Five thousand only) per set and Rs.
100/- per working drawing. 2.2 The drawings which form a part of this contract show the works to be done
in such details as possible to do for the present. They will be
supplemented or superseded by such additional detail drawings as may be
necessary as the work progresses. The contractor shall carry out the work in
accordance with these additional and/or revised drawings as the case may be
at the applicable rates as per the contract. The contractor shall be supplied a
maximum number of three copies of each of such working drawings free of
charge. Should the contractor require any additional copy for his use, the
same may be supplied at the discretion of the Engineer-in-charge and the
contractor will be charged Rs. 1000/- per set of contract drawings and Rs.
100/- for each of such additional copy of each drawing.
2.3 The contractor shall check all drawings carefully and intimate the
Engineer-in-charge, immediately, the errors or omissions discovered. The
contractor shall not take advantage of any kind of errors or omissions in the
28
Contractor No. of corrections Executive Engineer
drawing supplied. 3. Data and Drawing to be furnished by the Contractor:
a) Prior to the commencement of the work, the contractor shall submit to the
Engineer-in-charge for approval, drawings or prints as may be suitable in
triplicate showing the location of major plant workshop, if any roadways,
temporary bridges, unloading facilities and storage yards, etc., which he
proposes to put up at the site.
b) Then the contractor shall submit to the Engineer-in-charge for approval
within 7 days from the date of his receiving notice to start the work, a
layout plan of construction plant and equipment for the execution of the
work which the contractor proposes to adopt at site. c) Any changes in the approved layout will be subject to further approval.
d) The approval of the drawings, however, will not relieve the contractor of his
responsibility from any errors or omissions. 4. Errors, Omissions, Discrepancies:
a) In case of errors, omissions and/or disagreement between written and
scaled dimensions on the drawing or between the drawings
and specifications, the following orders of preference shall apply. i) Between actual scaled and written dimensions or description on drawing and
corresponding one in the specification, the latter shall be adopted.
ii) Between the written description of the item in the schedule of quantities and
the detailed specifications of the same item, the latter shall be applying.
iii) Between the quantities shown in the Schedule „B‟ of quantities and those
arrived at from drawings, the latter shall apply. b) The information in connection with works and work site as well as
specifications is contained in this book of contract in general and in
particular in two parts, viz special conditions and specifications for items of
work. In case of any discrepancy or repugnancy in the clauses in these
sections, the specifications will prevail over the special conditions.
c) The special conditions of contract and the specifications shall prevail over
various clauses of B-1 tender form. d) In all cases of omissions and/or doubts of discrepancies in the dimensions or
description of any item, a reference shall be made to the Engineer-in-
charge, whose elucidation, elaborations or decision shall be considered as
authentic and final subject to the clause 30 of B-1 form. The contractor
29
Contractor No. of corrections Executive Engineer
shall be held responsible for any errors that may occur in the work
through lack of such reference and precaution. 5. Use of Site:
a) All land required shall be arranged by the contractor from private Land
owner/Revenue department at his own cost and no claim on this account
shall be entertained. b) All areas of operation, including those of his staff and labour colonies, in
case handed over to the contractor shall be cleared and handed over back in
good condition to the Engineer-in-charge. The contractor shall make good,
to the satisfaction of the Engineer-in-charge, any damage or alterations
made to areas which he has to hand over back or other property or
land handed over to him for the purposes of this work. c) The land shall, as hereinbefore mentioned, be handed over back to the
Engineer-in-charge within three months after the completion of the work
under this contract or the termination of the contract whichever is earlier.
Also no land shall be held by the contractor longer than that the Engineer- in-
charge shall deem necessary and the contractor shall on due notice by the
Engineer-in-charge vacate and return the land which the Engineer-in- charge
may certify as no longer required by the contractor for the purpose of the
works. In case the lands are not handed over back to the Department
within the time limit specified above, penal rent as may be decided by the
Engineer-in-charge will be recoverable.
d) The mangrove vegetation and forest is noticeable in project area. The
contractor should take utmost care for the preservation of this vegetation
and forest. Any damage in this vegetation and forest will have to be
compensated by the contractor and decision from Engineer-in-charge will be
final and binding on contractor. e) The contractor shall make at his own expenses, all preliminary
arrangements including site clearance, etc., immediately after the contract is
awarded to him. He shall also arrange to get water supply connection from
the local body and lay all distribution pipe lines, cocks, water meters etc. for
water required for Road works / construction and drinking purposes
and shall construct masonry tanks of sufficient capacities and at suitable
places as directed for storage of water. All charges on this account and
all bills for use of water as and when received shall be paid by the
contractor promptly. If the local body refuses to supply water for some
reasons or the other, the contractor shall make his own arrangements to get
water from wells belonging to private owners or from some other sources and
convey the same on site by suitable means and bear all expenses for use
and conveyance of the same after entering into an agreement with the owner.
30
Contractor No. of corrections Executive Engineer
f) Similarly the contractor will have to make his own arrangements at his cost
for supply of electricity to the camp and work site as may be
necessary and he will not be entitled to any extra payment whatsoever in this
regard. 6. Contractor Not To Dispose Off Soil etc.: The contractor shall not sell or otherwise dispose off or remove except for the
purpose of this contract, sand, stone, clay, ballast, earth, rock or other
substance or materials which may be obtained from the excavation made for
the purpose of this contract or any produce from the site. All such
substance materials and produces shall be the property of the Government and
shall be disposed off in a manner and at a place shown in the
drawings or as and where the Engineer-in-charge may direct. 7. Gold/Silver, Minerals, Oils, Relics etc. found on the site:
All gold, silver; oil or other minerals of any description and all precious
stones, coins, treasures, relics, antiquities and similar things which shall be
found in or upon the site, shall be the property of the Government and the
Contractor shall duly preserve the same to the satisfaction of the
Engineer-in-charge and shall, from time to time, deliver the same to such
person or persons as the Engineer-in-charge may appoint. 8. Access to site and work and co-operation with other contractors:
The Engineer-in-charge may, if he considers fit, from time to time, enter on
any lands which may be in the possession of the contractor under the
contract for the purpose of executing any works not included in the
contract and may execute such works not included in the contract by
agents or by other contractors at his option and the contractor shall, in
accordance with the requirements of Engineer-in-charge, afford all
reasonable facilities for execution of the works, including occupation of
lands by structures or otherwise to any other contractor employed by the
Government and his workmen or to the workman of the Government who may
be employed in the execution on or near the site of work not included
in the contract of any contractor in connection with or specially to the
works and in default, the contractor shall be liable to the Government
to be entitled to claim relief from the obligation to execute the works. The
contractor shall also co-operate with other contractors with all fairness and
mutual understanding and use the common facilities like access road to
quarries, water supply arrangements, etc.
The contractor shall not cause, advertently or inadvertently, any
obstruction or impediments in the progress of the other works being
executed by the Government or through other agencies. In the event of
dispute regarding the claim, the responsibility, liabilities, etc., in respect of
such facilities, the decision of the Engineer-in-charge shall be final.
31
Contractor No. of corrections Executive Engineer
9. Cleaning Up:
a) The contractor shall, at all times, keep the construction areas and his
colony and storage free from accumulation of waste or rejected materials. b) Prior to the completion of the work, the contractor shall remove all
rubbish from and around the premises and all tools, scaffolding
equipment and materials which are not part of permanent structures,
except otherwise asked for or as provided under any other clause of this
contract, the premises will be left in a manner fully satisfactory to the
Engineer-in-charge. 10. Layout of construction road:
The contractor shall have to submit detailed plan to the Engineer-in-
charge showing the layout of the work site, roads and approach roads
proposed by him, before he starts the actual work. Such a road layout plan will
be scrutinized by the Engineer-in-charge and any modifications suggested by
him will be binding on the contractor. If it is decided by the Engineer-in-
charge to have some of the roads proposed by the contractor as common
roads for common use of Government and other contractors or convenient
and for compact and planned layout of work site, the contractor will be
bound to construct them and allow them to be used simultaneously by other
contractors and departments. In case of disputes, the decision of the
Engineer-in-charge shall be final and binding on the contractor. 11. Period and Hours of work :
Due to daily phenomenon of high tide and low tide, continuous period of
8 hours may not be available for working. The contractor is supposed to
plan his works accordingly. No claim in this regard shall be entertained. 12. Signing field Books, Longitudinal Sections, Cross Sections and
Measurement Books : Before starting the work, and at the end before the work is covered, levels for
plotting the longitudinal section (along the axis as decided by the
Engineer-in-charge or his authorized representative) and cross sections of the
portion of the work shall be taken by the Engineer-in-charge or his duly
authorized representative in the presence of the contractor or his authorized
representative who shall have to sign the field books and plan showing the
L-section and cross sections for the portion of the work in token of
acceptance. If the contractor fails to sign them, the levels recorded by
the Engineer-in-charge or his representative in the authorized books shall be
final and binding on the contractor. For this purpose suitable date or
dates shall be fixed by the Engineer-in-charge and intimated to the
contractor at least three days in advance. If the contractor or his duly
32
Contractor No. of corrections Executive Engineer
authorized agent fails to attend on the appointed date or dates, the levels shall
be taken in his absence and such levels and longitudinal sections and cross
sections based thereon shall be final and binding on the contractor. The
levels will be taken on such alignment and cross sections as will be useful for
reference permanently and described under specifications for “Excavation”.
The point of location for the level will depend upon the roughness of the
area and will also be at least in conformity with the requirements of
specifications for “Excavation” as far as possible.
Where, for proper measurement of the work, it is necessary to have initial set
of levels or other measurements taken, the same as recorded in the
authorized field book or measurement book of Government by the
Engineer-in-charge or his authorized representative and will be signed by the
contractor or his authorized representative who will be entitled to have a true
copy of the same made at his cost. Any failure on the part of the contractor
to get such levels etc. recorded before starting the work, will render him
liable to accept the decision of the Engineer-in-charge as to the basis of
taking measurements. Likewise, the contractor will not cover any work
which will render its subsequent measurements difficult or impossible
without first getting the same jointly measured by himself and the authorized
representative of the Engineer-in-charge. The record of such measurements
on the Government side will be signed by the contractor and he will be
entitled to have a true copy of the same made at his cost. Whenever there is
change in strata during actual execution in respect of item of Schedule
„B‟, it will be the responsibility of the contractor to intimate this
immediately to the department and get the levels at the change of strata
finalized before doing the further work.
13. Programme of construction:
Work and Progress Schedules :
The construction programme is given in Appendix II based on which the
physical programme is prepared. If the tenderer does not agree with this
programme, he shall submit his own programme without changing total period
of tender along with the Tender documents inclusive of the physical
programme as stated above, subject to the provisions that 50% of the work is
completed within 50% of the contract period.
In case, it is subsequently found necessary to alter this programme agreed to in
the contract document, including the change in the sequence of the items, the
contractor shall submit in good time a revised programme incorporating
necessary modifications proposed and get the same approved from the
Engineer-in-charge.
Additional detailed programme for each working season, beginning from
October showing the progress to be achieved month by month for controlling
items shall also be submitted to the Engineer-in-charge not later than the 31st
33
Contractor No. of corrections Executive Engineer
August preceding the working season and get approved. The Engineer-in-
charge is further empowered to ask for more detailed programme, say week by
week, for any items of special importance and the Contractor shall supply the
same as and when asked for without delay.
The submission of the works programme and approval to it by the Engineer-in-
charge shall not relieve the contractor of any of his duties or responsibilities
under the contract, like timely completion, the damages due to flood or high
tide or any other natural calamities etc. The contractor shall not be entitled for
any claims for any damages caused due to particular works programme. It is
the entire responsibility of the contractor to frame the programme after
anticipating the rains, flood, tidal behavior etc. Actual work turned out shall be
mainly taken into account and not just total of the various payments made to
the contractor.
14. Materials :-
Cement
The Cement shall conform to I.S.8112 of 10989 and subsequent revisions of
Portland Cement or I.S .455-1989 in respect of Portland Slag cement.
All cement required for the work under this contract shall be procured in
advance by the contractor in polythene bags of twenty to a metric tonne as
received from the cement factories or from authorized dealers. Following
factories have been approved for this purpose.
a) Ordinary Portland Cement-
1) ACC Ltd. 2) ULTRATECH 3) CCI 4) Narmada
b) Port land slag Cement: Indorama Cement Ltd.
The Contractor shall produce proof of purchase of cement from Authorised
dealer.
The Purchase bill supported by delivery challan shall constitute adequate proof
of purchase.
Cement shall be stored in such way as to allow the removal and use of cement
in the chronological order of receipt i.e. first received being first used.
Cement shall be kept in store under double locking arrangement (one lock to be
operated by contractor and second lock to be operated by the authorized person
of the Engineer-in-charge, so that it can be taken out or fresh stock admitted
with the knowledge of supervising staff of the division. The watch and ward of
the cement stores shall be the responsibility of the contractor.
The cement purchased from authorized dealer must be tested from Government
34
Contractor No. of corrections Executive Engineer
laboratory and test report must be submitted to the Engineer- in-charge before
commencement of work.
If godown facilities are available with the department, the same will have to be
utilized by the contractor as per the terms and conditions as decided by the
Engineer-in-charge.
In the event of cement in branded bags remaining surplus due to authorized
reduction in quantity of work certified by the Engineer-in-charge and as
noticed after the issue of completion certificate, the contractor may choose
either of the following two activities.
1. To transfer the cement in branded bags with prior written permission from
the Engineer-in-charge to any of the contract work with the department
and account for the same therein.
2. To sell the cement in branded bags with prior written permission from the
Engineer-in-charge to any of the contractors carrying out the works on contract
with the department at a price to be negotiated by both the contractors
and account for the same.
Steel:
The contractor shall procure steel from the market. The contractor shall make
necessary arrangement at his own cost for sample from the available stock and
shall conform to the specifications laid down by the Bureau of Indian
Standards vide their specification Nos. I.S.432 (Part I) of 1966, 1139-1166,
1786-1979)
The contractor should store the steel of 60 days requirement at least one month
in advance.
The contractor will have to construct sheds for storing steel, having capacity
not less than the quantity of steel required for 90 days use at work site. The
Engineer-in-charge or his representative shall have access to such stores at all
times.
The contractors shall further, at all times, satisfy the Engineer-in-charge on
demand, by production of records and books or by submission of returns and
other proofs as directed that the steel is being used as tested and approved by
the Engineer-in-charge for the purpose and the contractor shall, at all times,
keep his records up-to-date to enable the Engineer-in-charge to apply checks,
as he may desire.
Contractor shall procure the steel from main producer such as SAIL, TISCO,
and ISCO. Re-rolled steel will not be acceptable. He should bring the test
certificate of steel procured by him from the manufacturer.
35
Contractor No. of corrections Executive Engineer
Steel samples required for testing shall be supplied by the contractor free of
cost. However the testing charge will be borne by the contractor.
15. Stone
Lead for stone:
The contractor is advised to visit various stone quarries opened out in the
nearby vicinity for the various works and ascertain the levels and areas in
which stone of good and acceptable quality is likely to be available. It is for
contractor to investigate the quarries which will yield stone in sufficient
quantities and of required quality. However, if a quarry location approved by
the Engineer-in-charge does not yield adequate and suitable stone, no claims in
that case will be entertained. Other quarry location will have to be established
by the contractor at his own cost and risk. The stone from quarries should be
got approved from the department for its quality before using it on work. The
contractor shall have to make arrangements at his own cost for construction
and maintenance of all roads leading to and from stone quarries to the work
site, as required by him. The locations of quarries have to be such that they do
not affect permanent structures as well as should not be near existing or
proposed habitation. The locations and sizes of quarries shall be subject to
approval of the Engineer-in-charge. However, if a quarry location, approved by
the Engineer-in-charge, on its opening does not yield adequate and/or suitable
stones, no claim can be raised against the department. In that case other
quarries will have to be established by the contractor at his own cost and risk
and the stone got approved from the department for its quality before using it in
the work.
If the stone quarries arc located in the lands acquired by the department, the
contractor would be allowed to quarry the rubble from these areas. If the
quarries are located in private properties, the contractor has to make his own
arrangement to the legal rights and attend to payment etc to the concerned
parties for operation of these quarries at his cost and risk. Similarly he shall
make arrangement for roads leading to and from the stone quarries to work site
at his own cost, with the permission of the Engineer-in-charge.
In the stone quarries at critical excavation weak rocks like volcanic breccia etc.
are likely to be met with. Such weak rocks will be rejected and not allowed for
use in the masonry or pitching. The quarrying will have to be adjusted to avoid
these and other types of weak rocks.
16. Sand
The contractor shall have to make all arrangements for procurement of sand of
approved quality and the same should be got approved from the Engineer-in-
charge, before it is used on the work. However, if quarry location approved by
the Engineer-in-charge does not yield adequate suitable sand, no claims can be
36
Contractor No. of corrections Executive Engineer
raised against the Department. In that case other quarry locations will have to
be established by the contractor at his own cost and risk. The sand from such
quarries should be got approved from the department for its quality before
using it on work.
The contractor shall have to make arrangements at his own cost for
construction and maintenance of all roads leadings to and from sand quarries to
the work site as required by him with the permission of Engineer-in-charge.
17. Petrol, Oil and Other Lubricants:
The contractor shall have to make his own arrangement for procurement of
Petrol, Diesel, Oil and Other Lubricants.
18. Supply of materials other than those shown in Schedule „A‟ of the tender:
Government will extend, if possible, necessary assistance in recommending
Contractor‟s genuine demand for materials other than those specified in
Schedule „A‟. The contractor may, if required and approved by the Engineer-
in-charge, obtain from the Government stores such materials as may be
available and would be spared at departmental issue rate of the Division as per
rules in force, by the Engineer-in-charge. The department will however, not
hear responsibility to accept any claim in this respect.
19. Quarries:
19.1 It is for the contractor to investigate quarries which would yield stone and
other material such as sand, surkhi, murrum, soil, etc, and satisfy himself of the
availability in desired quantities and quality.
19.2 The tenderers should, in particular, see and verify the quarry sites and satisfy
themselves about the quality and quantities of the material available as the rates
quoted will be inclusive of all leads and lifts involved in bringing the materials
at site.
1 9.3 While working out the rate of embankment items from borrow area (both for
casing and hearting) the presence of boulders of size more than 0.01 cum in the
borrow area has not been contemplated. However, during the actual operation
of the borrow area, if it is noticed that the borrow areas contain boulders of size
more than 0.1 cum, then the extra efforts required to operate these borrow areas
in strata containing boulders of more than 0.1 cum size, will be considered
at stipulated hereafter.
19.4 In case, it becomes evident from the detailed record which the contractor shall
keep from time to time as directed by the Engineer-in-charge and get it
certified from the Engineer-in-charge, that the borrow areas contain boulders of
size more than 0.1 cum, the contractor may claim for the extra efforts taken for
37
Contractor No. of corrections Executive Engineer
quarrying in the borrow area in strata containing boulders of size more than 0.1
cum. However the claim will be considered only if all the boulders of size more
than 0.1 cum met with in the borrow area quarry excavation, are neatly stacked
and for which measurements shall be taken and recorded in the measurement
book and quantity arrived at after deduction of 50% of the stacked quantity for
voids, will be considered for the purpose of this claim and dealt with as an
extra item.
The claim for extra efforts will be considered for the stacked quantity less
voids at 50% of contract rate (including escalation as per formula in contract)
of this items of excavation in hard rock applicable for the relevant year of
execution, whichever is lower, subject to the provision that the actual payment
will be made only after the completion of the embankment work under the item
embankment from borrow area in the working season. If shall be the entire
responsibility of the contractor to maintain full data from time to time,
preferably every month, about the boulders (more than 0.1 cum size) stacked
and get it certified from the Engineer-in-charge, without which no claim shall
become tenable and will therefore not be considered.
19.5 He shall supply free of cost necessary quantities of sand, stone and aggregate to
Government for carrying out test as desired by the Engineer- in-charge and
well in advance of the construction operation so as to get approved the quality
of the materials. The cost of opening quarries and operating them shall be
borne by the contractor.
20 Laboratory for Testing Work:
Whenever the testing of materials, concrete mixes, mortar and also foundations
of completed works are required as per the detailed specifications or otherwise
required by the Engineer-in-charge at contractor‟s cost and the results given by
this laboratory shall be considered correct and authentic.
The materials, mixes and any other arrangements, including labourers shall be
supplied by the contractor to the department free of cost. The samples for
testing shall be taken in the presence of the Engineer-in- charge or his
representative present on site.
The contractor or his authorized representative shall have a free access in these
laboratories to get himself satisfied about procedures of testing, etc., even if the
contractor or his representative fails to remain present while collecting samples
or testing, the results will be considered as authentic and binding on the
contractor.
21. Royalties: The royalty charges are as per Govt. G.R. & will be recovered from
the bill as per recovery statement
21.1 On receipt of applications, the competent authorities would work out the
Royalty fees on the entire quantity and the period as certified and issue
necessary permit to the contractor for the quantity and the period as certified by
38
Contractor No. of corrections Executive Engineer
the Executive Engineer on the contractor paying the security deposit equal to
10 % of the royalty charges or Rs.5000/- whichever is more, if the quarry
process is likely to extend over a period beyond six months. In other cases
security deposit should he 20 % of the royalty charges leviable on the quantity
to be removed. If such security deposit is less than Rs. 5000/- the contractor
shall pay it in cash or furnish to the competent authority a bank guarantee for
the requisite sum of security deposit. Any type of royalty charges will not be
reimbursed by the department. All quarry fees, royalties, octroi, dues and
ground rent for stacking materials, if any, shall be paid by the contractor, which
will not be reimbursed by the department.
21.2 The contractor should furnish by 10‟ of every month the certificate in respect
of the material removed during the preceding month obtained from Executive
Engineer concerned showing quantities of different material used by the
Contractor for particular Government work to the Collector, or other competent
authority and on the Contractor failing to do so the amount of royalty as may
become due from the contractor on use of such material during the preceding
month for the quantity as certified by the Executive Engineer shall be deducted
from the next ensuing payments and in absence of possibility of any such
payment due to the contractor within the month under consideration, it shall be
open for the Collector or the competent authority to stop further quarrying for
which the contractor will be solely responsible for stoppage of work in such
circumstances. In case where quarry process is likely to extend beyond the
period of six months, it will suffice if quantity certificates are sent by the
Contractor.
21.3 In case of quarries in private lands, it will be for the Contractor at his cost to
arrange for quarrying of the materials on the payment of whatever charges
as may be due to the owner.
22. Bills and Payments:
22.1 Two running payments in a month are permitted. First bill shall be
submitted by the contractor by 10‟th day of the month. Payment of this bill
shall be effected as stated in clause 10 of B-1 form. Second bill if
necessary shall be submitted by the contractor by the 25‟th day. Payment
thereof shall be effected as stated above. Non-submission of the bills on the
scheduled dates shall not absolve the department from the liability to make
payment.
22.2 The format of running bill on which the bills are to be submitted by the
contractor will be supplied to the contractor by the department. Printed copies
of the bill forms as per this format shall be arranged by the contractor at his
cost. The bills in five copies shall be submitted to the concerned Sub Divisional
Engineer, in the standard proforma only.
39
Contractor No. of corrections Executive Engineer
22.3 The final bill shall be submitted within one month of the date of issue of
completion certificate. The final bill shall be paid within six months of initial
submission.
22.4 Secured advance, against the cost of the materials brought on site by the
Contractor, limited to 75% of the cost of such materials, duly certified by the
Engineer‟s representative as received on site shall be paid to the Contractor on
submission of „Indenture for Secured Advances‟ in the format given at
Appendix „G‟. The secured advance thus paid to the Contractor will be
recovered against completion of the respective items for which the materials
were brought on site.
23 Security Deposit:
No interest will be payable on the security deposit by the department.
24 No interest on money due to the contractor:
No commission by the Engineer to pay the amount due upon measurement or
otherwise shall vitiate or make void the contract nor shall the contractor be
entitled to interest on any guarantee bond or payment in arrears nor on any
balance may on the final settlement of his account be found due to him.
25 Other Contractor for the work:
Department has the right to split up the project work detailed in the work and
site conditions into distinct items and this contract shall apply only to those
items which shall have been specified in this contract. Should the department
enter into other contractors for specified items of the Project work, each
contractor shall co-operate with others to the fullest extent and shall allow
others every facility and cooperation for execution of their works
simultaneously and satisfactorily, as intended in the designs, specifications and
drawings. Should there be a dispute or disagreement between the contractors
for any cause whatsoever, the same shall be referred to the Engineer-in-charge
whose decision regarding the coordination, cooperation and facilities to be
provided by any of the contractors to others shall be final and binding on all
parties and such a decision or decisions shall not vitiate any contract nor
absolve the contractor of his responsibilities under the contract nor form the
grounds for any claim of compensation.
26 Contract documents and matters to be treated as confidential:
All documents, correspondence, decisions and other matters concerning the
contract shall be considered as of confidential and restricted nature. The
contractor shall not divulge or allow access thereto for any unauthorized
person.
40
Contractor No. of corrections Executive Engineer
27 Access to the Contractor‟s Books:
Whenever it is considered necessary by the Engineer-in-charge to ascertain the
actual cost of execution of any particular item of work or supply of plant or
material, he shall direct the contractor to produce the relevant documents, such
as pay-rolls, records of personnel, invoices of materials and all other data and
documents relevant to the item or necessary to determine its cost, etc. and the
contractor shall, when so required furnish information, pertaining to the
aforesaid items in the mode and manner that may be specified.
28 Breach on part of Government not to Annul Contract:
No breach or non-observance on the part of Government of any of the
conditions contained herein shall annul this contract or discharge the contractor
from the observance and performance thereof, but on application to the
Engineer-in-charge, an extension of time may be given to the contractor in
respect of such breach or non-observance by the Government which shall be
governed by clause 6 of B-1 form. The contractor shall not, however, be
entitled to consideration or any extension of time for any item of the work
unless the contractor shall have made an application in writing to the Engineer-
in-charge within one month of the arising of the cause needing such extension,
but the Engineer-in-charge may, at his discretion which shall be conclusive,
waive the condition regarding this period of one month.
29 Local laws:
All local laws in force at the time of entering the contract and those enacted
thereafter shall be binding on the Contractor and he shall abide by the same.
All import and excise duties, sales tax, local panchayat taxes and other taxes
shall be borne by the contractor and they shall be deemed to have been covered
by his quoted tender rates, except that the contractor shall not be liable to any
land tax for the land handed over to him for the operation in connection with
this contract or for his colony or appurtenant works constructed by him for the
purpose of this contract.
The Contractor shall also be liable to all relevant provision of the Indian
Income Tax Act and other Tax laws and labour laws which may be applicable
to him from time to time.
The Contractor shall protect and indemnify Government against all claims or
liabilities arising from or based on the violation of such laws, ordinances,
regulations, and bylaws by him or his employee.
41
Contractor No. of corrections Executive Engineer
30 Personnel of the contractor:
The Contractor shall, at all times, maintain on the work, as staff of duly
qualified engineers and supervisors of sufficient experience of similar other
jobs, to assure that the quality of work turned out shall be as intended in the
specifications. Contractor shall also maintain at the work a works manager of
sufficient status, experience and office and duly authorize him to deal with all
aspects of the day to day work, all communications to and commitments by this
works manager shall absolutely be binding on the Contractor.
The Contractor shall supply to the Engineer-in-charge the details of names,
qualifications and experience in regards to all the supervisory staff employed
by the contractor and notify changes when made and satisfy the Engineer-in-
charge regarding the quality and sufficiency of the staff thus employed. The
Engineer-in-charge will have the unquestionable right to ask for changes in the
quality and number of Contractor‟s staff. The Contractor shall, on the written
directives of the Engineer-in-charge, remove from the works any person
employed thereon; who may, in the opinion of the Engineer-in-charge, be
incompetent or have misconduct himself, such person shall not be employed
again, on the work without the written permission of the Engineer-in-charge.
The employment of labour on works shall be governed by The Contract
Labour (Regulation and Abolition) Act 1970 and The Maharashtra
Contract labour (Regulation and Abolition) Rules 1971 and amendments
thereof, if any, before start of work.
31 Death, Bankruptcy etc:
If the Contractor shall die or commit any act of bankruptcy or commence
winding up except for reconstruction purpose or carry on his business under
receiver, liquidator or any person whom the contract may become vested, shall
forthwith give notice thereof in writing to the Government and shall for one
month, during which he shall take all reasonable steps to prevent a stoppage of
work, have the option of carrying out this contract subject to his providing such
guarantee as may be required by the Government but not exceeding value of
the work for the time being remaining unexecuted. In the event of stoppage of
works, the period of the option under this clause shall be fourteen days only.
Should the above option be not exercised, the contract may be terminated by
Government by a notice in writing to contractor or his successor. The power
and provisions reserved to Government on this contract, of taking of the work
out of the contractor‟s hand shall immediately become operative. Copy of such
notice shall be posted on worksite and advertised in newspaper.
32 Notices: How to be given:
Where any legal or other notice or any other document or any other direction is
to be given to or served upon the contractor, it shall be deemed to be duly given
or served, if it shall have been either delivered to him personally or to his
42
Contractor No. of corrections Executive Engineer
recognized agent or Works Manager (including in the case of company, the
secretary of such company) or delivered at or sent through the post, addressed
to the last known place of business, or abode of the Contractor, a notice or
other documents which shall be so given to or served on any one of the partners
in such firms shall be deemed to have been given or served on all of them.
Work Order Book:
The Contractor shall maintain bound work order book at work site as the
Engineer-in-charge may direct. The work order book shall have machine
numbered pages in triplicate. The Contractor shall make them available to the
Engineer-in-charge or his representative whenever called for.
Executive Engineer or his representative may record about works in this book,
leaving the original copy in the book and removing the second and third copy
with him. The contractor or his authorized representative shall also sign this
work order in token of its acceptance.
All orders recorded in this work order book, shall be deemed to have been
served on the contractor. On completion of the work all the work order books
may be handed over to the Executive Engineer.
In the event of refusal of the Contractor‟s representative on the spot to sign the
work order book, Engineer-in-charge shall take necessary further steps in
respect of further communication and control, notification of stoppage of work
as deemed fit at the entire responsibility of the contractor.
33 Passing of Foundation etc.:
After the completion of the work of excavation, the same will be checked and
passed by the Executive Engineer. No masonry or concrete or backfilling shall
be laid unless the foundation is so passed. No concreting shall commence
unless the centering and the reinforcement is checked and passed by the
Engineer-in-charge.
34 Reference to Standard Specifications:
The specifications of the work as enclosed with this contract documents are
drawn with a specific reference to site conditions and do not everywhere
include the detail of the standard tests and procedures which are already laid
down and available in the current Indian Standard Specifications. Wherever
such details are not specified in this contract, the provision under current Indian
Standard Specifications and/or the Standard Specification (1970) of the
Government of Maharashtra shall be deemed to be applicable.
43
Contractor No. of corrections Executive Engineer
35 Communications and Notices by Contractors:
All communications and/or notices pertaining to works and concerning matters,
such as passing and approving of foundations, reinforcement and form work,
measurements, mark-outs, etc. shall not be addressed by the Contractor to an
officer below the rank of Sub-Divisional Officer. All such notices,
communications, etc. shall be addressed in good time so as not to hold up the
work.
36 Non-compliance of Contract Conditions:
If the contractor shall neglect or fail to proceed with the works, with due
diligence or he violates any of the provisions of the contract, the Engineer-in-
charge may give notice to the contractor, identifying the deficiencies in
performance and demanding corrective action. The Engineer-in-charge, shall
also clearly state in the notice the nature of action that shall be taken if the
contractor fails to fulfill by necessary corrective action.
Depending on nature of default the Engineer-in-charge at his discretion, shall
have two options, regarding the action to be taken in case of‟ default by
contractor. He shall withhold any of the payments due to the contractor or shall
terminate the contract in whole or in part. But the Engineer-in-charge shall
clearly mention in his notice, the action that shall be taken if the contractor fails
to take the corrective action. The period of 14 days shall be given to the
contractor to take such corrective action after the issue of such notice.
No claim for compensation of any sort, from contractor will be entertained for
withholding the bills indefinitely till the specified requirements are complied
with by the contractor.
After the issue of the notice about default by the contractor, the contractor shall
not remove from the site any plant, equipment and materials. The Government
shall have a lien on all such plants, equipments and materials from the date of
such notice till deficiencies have been corrected.
37 Extra Items:
Extra items of work shall not vitiate the contract. The Contractor shall be
bound to execute extra items of work as directed by the Engineer-in- charge.
The rate for extra items will be governed by the provisions of clause 14 and 30
of „Conditions of Contract.‟
38.0 Price Variation Clause:
If during the operative period of the Contract as defined in condition (i)
below, there shall be any variation, in the Consumer Price Index (New
Series) for Industrial Workers for Mumbai Centre as per the Labour
Gazette published by the Commissioner of Labour, Government of
Maharashtra and/or in the whole-sale Price Index for all commodities
44
Contractor No. of corrections Executive Engineer
prepared by the Office of Economic Adviser, Ministry of Industry,
Government of India, or in the price of petrol/oil and lubricants and major
construction materials like bitumen, cement, steel, various types of metal
pipes etc., then subject to the other conditions mentioned below, price
adjustment on account of
(1) Labour Component
(2) Material Component
(3) Petrol, Oil and Lubricants Component
(4) Bitumen Component
(5) HYSD & Mild Steel Component
(6) Cement Component
(7) C.I. and D.I. Pipes Component
Calculated as per the formula hereinafter appearing, shall be made. Apart
from these, no other adjustments shall be made to the contract price for any
reasons whatsoever. Component percentage as given below are as of the
total cost of work put to tender. Total of labour, Material & POL
components shall be 100 and other components shall be as per
actual.
1 Labour Component – K1 41.64 %
2 Material Component – K2 54.69 %
3 POL Component – K3 3.67 %
4 Bitumen Component 0
5 HYSD & Mid Steel Component Actual
6 Cement Component Actual
7 C.I. and D.I. Pipe Component -
Note: If Cement, Steel, Bitumen, C.I & D.I. Pipes are supplied on
Schedule „A‟, then respective component shall not be considered. Also if
particular component is not relevant same shall be deleted.
1 Formula for Labour Component:
V1 = 0.85 P K1 x L1 – L0
100 L0
Where ,
V1= Amount of price variation in Rupees to be allowed for Labour component
P= Cost of work done during the quarter under consideration minus
The cost of Cement, HYSD and Mild Steel, bitumen, C.I. & D.I. Pipes
calculated at the basic star rates as applicable for the tender, consumed
during the quarter under consideration.
(These star rates shall be specified here)
45
Contractor No. of corrections Executive Engineer
Here, Star Rates for-
1) Cement = Rs. 6,500 /- MT
2) Steel = Rs. 48,800 /- MT
K1= Percentage of Labour Component as indicated above.
LO= Basic Consumer Price Index for Mumbai Centre shall be average
consumer price index for the quarter preceding the month in which the last date prescribed for receipt of tender, falls.
L1= Average Consumer Price Index for Mumbai Centre for the quarter under
consideration.
2 Formula for Materials Component:
V2 = 0.85 P K2 x M1 – M0
100 M0
Where
V2= Amount of price variation in Rupees to be allowed for Materials
component.
P= Same as worked out for labour component.
K2= Percentage of Material Component as indicated above.
MO= Basic wholesale Price Index shall be average wholesale price index for
the quarter preceding the month in which to the last date prescribed for
receipt tender, falls.
M1= Average Wholesale Price Index during the quarter under consideration.
3 Formula for Petrol, Oil and Lubricant Component
V3 = 0.85 P K3 x P1 – P0
100 P0
Where,
V3= Amount of price variation in Rupees to be allowed for POL component.
P= Same as worked out for labour component K3= Percentage of Petrol, Oil and Lubricant Component. P0= Average Price of HSD at Mumbai Centre during the quarter preceding the
month in which the last date prescribed for receipt of tender, falls. P1= Average Price of HSD at Mumbai Centre during the quarter under
consideration.
46
Contractor No. of corrections Executive Engineer
4 Formula for Bitumen Component
V4 = QB (B1 – B0)
where
V4= Amount of price variation in Rupees to be allowed for Bitumen
component.
QB= Quantity of Bitumen (Grade..) in metric tones used in the permanent
works and approved enabling works during the quarter
under consideration.
B1= Current, average ex-refinery price per metric tonne of Bitumen (Grade..)
under consideration including taxes (octroi, excise, sales tax) during the quarter under consideration.
B0= Basic rate of Bitumen in rupees per metric tonne as considered for
working out value of P or average ex-refinery price in rupees per metric
ton including taxes (octroi, excise, sales tax) of Bitumen for the grade of bitumen under consideration prevailing quarter preceding the month in
which the last date prescribed for receipt of tender, falls, whichever is higher.
5 Formula for HYSD and Mild Steel Component
V5 = S0 (SI1 - SI0) x
T SI0
Where, Amount of price variation in Rupees to be allowed for HYSD/Mild Steel
component.
Basic rate of HYSD/Mild Steel in rupees per metric tonne as considered for
working out value of P
Average Steel Index as per RBI Bulletin during the quarter under
consideration.
Where
V5= Amount of price variation in Rupees to be allowed for HYSD/Mild Steel
component
S0= Basic rate of HYSD/Mild Steel in rupees per metric tonne as considered
for working out value of P
SI1= Average Steel Index as per RBI Bulletin during the quarter under
consideration
SIO= Average of Steel Index as per RBI Bulletin for the quarter preceding the
month in which to the last date prescribed for receipt of tender, falls.
47
Contractor No. of corrections Executive Engineer
T= Tonnage of steel used in the permanent works for the quarter under
consideration.
6 Formula for Cement Component V6 = C0 (CI1 - CI0) x T
CI0
Where
V6= Amount of price in Rupees to be allowed for cement component
Co= Basic rate of cement in rupees per metric ton as considered for working
out value of P.
Average cement Index published in the RBI Bulletin for the quarter under
consideration. Average of cement Index published in the RBI Bulletin for the
quarter preceding the month in which to the last date prescribed for receipt of
tender, falls. Tonnage of cement used in the permanent works for the quarter
under consideration.
Formula for C.I./D.I. Pipe Component
V7 = Qd (D1 – D0 )
Where
V7 = Amount of price escalation in Rupees to be allowed for C.I./D.I.
Pipe Component.
D0 = Pig Iron Basic price in rupees per tone as considered for
working out value of P.
D1 = Average Pig Iron price in rupees per tone during the quarter under
consideration.(Published by HSCO)
Qd = Tonnage of C.I./D.I. Pipe used in the works during the quarter
under consideration V5 = [ S0x((SI1 – SI0 )/SI0)xT ]
Where,
V5 = Amount of price variation in Rupees to be allowed for HYSD/Mild
Steel Component.
S0 = Basic rate of HYSD/Mild Steel in rupees per metric tone as
considered for working out value of P.
SI1 = Average steel Index as per RBI Bulletin during the quarter under
consideration.
SI0 = Average of steel Index as per RBI Bulletin for the quarter
preceding the month in which to the last date prescribed for receipt
of tender , falls.
T = Tonnage of steel used in the permanent works for the quarter under
consideration.
48
Contractor No. of corrections Executive Engineer
Where
Amount of price escalation in Rupees to be allowed for C.I./D.I.Pipe
component Pig Iron basic price in rupees per tonne as considered for
working out value of P Average Pig Iron price in rupees per tonne during
the quarter under consideration (published by HSCO) Tonnage of C.I./D.I.
Pipe used in the works during the quarter under consideration.
39.0 Liability for accidents to persons:
It shall be contractor‟s responsibility to protect against accidents on the work
site. He shall indemnify the government against any claims for damage to the
property, injury to workers or any other persons, deaths etc. On the occurrence
of accident resulting in death or which is so serious as to be likely to result in
death, the contractor shall within 24 hours report in writing to the Engineer-in-
charge, the fact stating clearly about the circumstances in which accident has
occurred and the subsequent action taken. Other minor accidents causing minor
injuries and loss to property should be communicated in writing, promptly to
the Engineer-in-charge. In all cases contractor shall indemnify the Government
against all losses or damage resulting directly or indirectly from the
contractor‟s failure to report in the manner aforesaid or otherwise arising from
such occurrences. This includes penalties or fines, if any, payable by the
Government as a consequence of failure to give notice under the Workmen‟s
Compensation Act or failure to the provisions of the said Act in regard to such
accidents.
In the event of accidents in respect of which compensation may become
payable under Workmen‟s Compensation Act -1923 including all subsequent
modifications thereof, the Engineer-in-charge, may retain the sums of money
as may, in the opinion of the Engineer-in-charge, be sufficient to meet such
liability out of the amounts payable to the contractor. These sums shall be
recovered from the immediate payment due to the contractor in one installment
or in more than one installment the decision of the Engineer-in-charge
regarding this shall be final and binding on the contractor. On receipt of award
from the Labour Commissioner, the balance amount shall be reimbursed to or
recovered from the contractor. It should he noted that though the Government
is the Principal employer, the complete responsibility of compensation shall be
on the contractor.
40.0 The Contractor to supply and be responsible for the sufficiency of the
means employed:
The Contractor shall supply and take upon himself the entire responsibility of
the sufficiency of the scaffolding, machinery, time bearing tools, implements
and generally of all the means irrespective of whether such means may or may
not have been approved or recommended by the Engineer-in-charge and the
49
Contractor No. of corrections Executive Engineer
contractor must accept and discharge all risks of accidents or damages from
whatever cause they may arise, until the completion this contract.
41. Covering of work:
The Contractor shall give not less than seven days notice in writing to the
Engineer-in-charge of the work which is proposed to be covered up or placed
beyond the reach of measurements so that measurements may be taken before
the work is covered up or placed beyond the reach of measurements. No work
shall be covered up or placed beyond the reach of measurements, before that
the measurements of work to be covered up are recorded.
42. Excavated material:
All the materials available from excavation will be the property of the
Government and shall be disposed off only as directed by the Engineer- in-
charge. The materials of approved quality available from the excavation
including that carried out by the Government may be used by the contractor in
the items of works included in Schedule „B‟ or for ancillary or preparatory
work, free of cost. The Prior approval of the Engineer-in-charge for such use
shall, however, be taken. The Contractor shall make proper arrangements for
sorting out and stacking material of approved quality that he proposes to use as
aforesaid. Government will be free to make use of other materials not required
or not likely to be required for use by the contractor as will be determined by
the Engineer-in-charge.
The excavated material not used by the contractor as above or stacked for his
use, but remaining unused material at site after completion of works shall be
disposed off by the contractor at his own cost in a manner and at places shown
in the drawings or as and where the Engineer-in-charge may direct.
The contractor should utilize the material available from excavated stuff for
backfilling.
43. Safety measures:
The contractor shall arrange for the safety in his operations as required
including the provisions in the safety manual published by the Central Water
Power commission, New Delhi (Jan 1962 Ed.) In case the contractor fails to
make such arrangements, the Engineer-in-charge shall be entitled to cause them
to be provided and recover the cost thereof from the contractor. The following
are some of the measures listed but the same are not exhaustive and the
contractor shall add to and suggest improvement to these precautions on his
own where necessary and should comply with the directions issued by the
Engineer-in-charge in this behalf from time to time and at all times.
50
Contractor No. of corrections Executive Engineer
Providing protective head guard to workers in the works like deep excavation
to protect them against fall of overburden materials.
Getting the workers in such job periodically examined for chest trouble due to
too much breathing in line dust.
Taking such normal precautions like fencing and lighting to excavations or
trenches, not allowing, nails or metal parts or useless timber spread around,
marking danger area for blasting, whistles etc.
Providing sufficient suitable and safe accesses to all work spots including
ladders, gangways, platforms, etc. avoiding naked wires etc. such would
electrocute the workers.
Taking necessary steps towards training the workers concerned on the use of
machinery before they are allowed to handle them independently and taking all
necessary precautions in and around areas where machines, hoists and similar
units are working.
44. Maintenance:
After the works are completed in all respects in accordance with the contract
conditions, a completion certificate will be issued by the Engineer-in-charge.
From the date of issue of the completion certificate, till the expiry of 12
calendar months the contractor shall be liable for replacement of any part of
plant or work found to be defective from the causes arising from faulty
materials or workmanship or other causes, for which, in the judgment of the
Engineer-in-charge, the contractor is responsible and for making good any
damage arising there from.
45. Sundays and Holidays:
No work shall be done on weekly local holidays or on other government
holidays duly gazettes or on holidays observed by local usage without the prior
sanction of the Engineer-in-charge. Withholding of such sanction shall not
form any grounds for compensation or extension of time limit.
If on the other hand, the Engineer-in-charge directs that the work shall be
proceeded with on days and during hours otherwise not permissible under this
contract; the Contractor shall proceed with works as directed, without in any
way violating this contract or forming any grounds for compensation or claim.
The Contractor shall, in his dealing with labour at all times during the period of
this contract, have due regard to local festival, religious and other customs and
all relevant laws.
51
Contractor No. of corrections Executive Engineer
46. Bank Guarantee:
Bank Guarantee shall be given on the stamp of Rs.100/- in the form prescribed
by the Government. The bank guarantee shall be valid for the entire period of
contract, including defect liability period. It will be the responsibility of (the
contractor to get validity of bank Guarantee extended at least one month prior
to expiry date from time to time, failing which the Bank Guarantee shall be
encashed well before the expiry date of bank guarantee and cash accrued will
be at the disposal of‟ the Government without interest.
47. Handing over of work:
All the work and materials, before finally taken over by Government will be
the entire liability of the contractor for guarding, maintaining and making good
any damages of any magnitude. Interim payments made for such work will not
alter this position. The handing over by the contractor and taking over by the
Executive Engineer or his authorised representative will be always in writing of
which copies will go to the Executive Engineer or his authorized representative
and the contractor, however, understood that before taking over such work,
Government will not put it into regular use as distinct from casual or incidental
one, except as specifically mentioned elsewhere or as mutually agreed to.
48. Removal of Imperfect Work:
If it shall appear, that the work has been executed with unsound, imperfect or
of an inferior quality or otherwise not in accordance with the contract
documents, the contractor shall at his own cost rectify, reform or reconstruct
the same, wherein whole or in part, as may be directed by the Engineer,
whether or not the value of any such work of material shall have been included
in any payment made to the contractor. The decision of the Engineer-in-charge
shall be final and binding on the contractor. The Executive Engineer may, if he
thinks fit, allow such work to be paid at reduced rates and his decision will be
final and binding, provided further that if the rates fixed by the Engineer, are
not acceptable to the contractor, he shall have the option to replace the
defective work or materials with ones in accordance with the specified
standards.
49 Jurisdiction of court for disputes:
Disputes, if any, arising out of this contract shall be subject to the jurisdiction
of the high court of Mumbai.
50. Inspection of works:
The Engineer or his duly authorized representative shall have at all times full
power to inspect the work, whenever in progress either on the site, in the
contractor‟s premises or the work site. Further, contractor shall not without
written authorization, permit entry on site of work of any person except
52
Contractor No. of corrections Executive Engineer
authorized representative of the Department or the Engineer or the contractor‟s
staff and labour directly engaged on and in connection with the work.
The contractor shall at his cost, provide all necessary facilities for proper
inspection and supervision of the work gangways, platform, scaffolding and
ladders, etc. of suitable dimension and sufficiently strong at appropriate
location and all accesses to passages etc. shall be well lighted and maintained
in good order. The Engineer‟s decision about the sufficiency and adequacy
thereof shall be final.
The Contractor shall, during working hours, maintain supervisor of sufficient
training and experiences to supervise various items and operation of the work
and the said supervisor shall remain present during inspection of the Engineer-
in-charge. All orders and direction given to such Supervisors or other staff of
the contractor shall be deemed to have been given to the contractor directly.
Further the Engineer, by due notice to the contractor, may direct to be present
on any specified inspection and the contractor shall comply with such
directions.
51. Opening outworks:
Should Engineer consider, if necessary, in order to satisfy himself as to the
quality of work, the contractor shall, at any time during the continuance of the
contract, pull down or cut into any part of the work, and make such opening
into and to such an extent through the same as the Engineer may direct and the
contractor shall make good the same at his cost and to the satisfaction of the
Engineer.
52. No Compensation for washed away quantity:
It shall be the responsibility of the contractor to maintain the work during
construction. Any damages due to heavy flood, High tide, Low tide water shall
be set right by the contractor and no claim or compensation for such a work
would be entertained.
53. Dewatering:
During excavation earth work, concreting and masonry the standing and
percolating water shall be dewatered by the contractor. No claim will be
entertained in respect of any dewatering required for the purpose of inspection
by Engineer-in-charge or for any repeated dewatering involved due to lack of
progress at any location for whatsoever reason.
53
Contractor No. of corrections Executive Engineer
54. Sub-Surface Conditions:
The contractor may study the actual site conditions and must draw his own
conclusion in this respect. The contractor must also acquaint himself with the
regional geology.
The contractor shall bear full responsibility for deductions and conclusions as
to the nature and conditions of the materials to be excavated and the difficulties
of making and maintaining the required excavation and of doing other works
affected by the geology of the site of the work.
55. Work during rains :
Work during heavy rains will not be allowed. However when masonry or
concreting work is required to be done or continued while it is raining, it shall
be seen that the mortar or concrete is not damaged due to rain while it is being
transported and placed. After placing the green Masonry /Concrete shall be
adequately covered for a period of 24 hours when it shall be capable of being
cured by a splash of water. The surface of fresh masonry/concrete should be
maintained at slope sufficient to result with self drainage of rainwater. The
work shall however, be discontinued when the rain is so severe that water
collects in pools or washes the surface to the fresh masonry/concrete and it
shall not be possible to provide adequate shelter.
56. Ancillary works
These works like construction of the temporary accommodations for residential
and non-residential purpose for contractor‟s staff investigation and opening of
store, sand and/or soil quarries etc, water supply, approach road, etc. shall be
constructed to the satisfaction of the Engineer-in-charge. The cost of
construction and maintenance shall he deemed to have been considered in the
cost of the main works.
57. Land for Work.:
No local housing is available and the contractor should arrange for suitable
housing for his staff and labour, offices, etc. at his own Cost within the area of
works as directed by the Executive Engineer. Land for the same to the extent
available will be made available free of charge for temporary use during the
course of execution.
The land used by contractor for his staff and labour colony will have to be
handed over back to the Government within three months after the physical
completion of the work or termination of‟ contract, whichever is earlier, fully
cleared and fairly brought to the original condition. No structure of
54
Contractor No. of corrections Executive Engineer
construction shall be left on the land at the time of vacating it without the
specific approval of Engineer-in-charge.
The contractor shall preserve all existing vegetation such as trees on or
adjacent to the site which do not interferes with the construction as determined
by the Engineer-in-charge.
All produce from cutting of trees, grass etc. shall be the property of
Government and shall be stacked at the place specified by the Engineer in
charge. No claim shall be made for such cutting and stacking of trees and grass
etc. by the Contractor.
58. Power to inspect materials transported by the Contractor:
The Engineer-in-charge or his authorized representative will have the power to
inspect any lorry carrying material, of the contractor before allowing it to leave
the works area.
59 Preservation of Forest:
The area near about the work site is largely covered with mangroves and is
under the control of Environment and Forest Department. The contractor must
take all precautions and care to see that no unlawful sorts of activity in
connection with work or colonies arc carried out in these areas. The contractor
and his authorized agent and or his labourers shall not perform any act so as to
violate the provisions of the conservation of Forest (Conservation) Act 1980,
passed by Govt. of India or the notification regarding Coastal Regulatory Zone;
1991. Any infringement of the Conservation of Forest (Conservation) Act 1980
or C.R.Z. notification, 1991 by the contractor and/or his authorized agent and
or labourers, will be at the contractor‟s risk and cost.
Any illicit cutting of trees and any such activities which may cause harm to
forest or mangroves are strictly prohibited and the contractor shall be liable for
payment of heavy compensations if any illicit cutting of trees is done or any
fire hazards take place due to negligence or carelessness of the contractor or his
labour and staff during execution of work.
Contractor‟s labour and staff while working on the project in the forest area
shall not cause destruction of the forest area or mangroves for their fuel wood
needs and or other reasons. Breach thereof will attract penal action as deemed
fit by the Engineer-in-charge of the work.
60. Water Supply and Drainage:
The contractor will have to make his own arrangements for requirements of
55
Contractor No. of corrections Executive Engineer
drainage and water supply for his work and drinking purpose. No claim
whatsoever due to non-availability of water in the nalla shall be entertained.
61. Medical Aid:
Medical Aid for the Contractor‟s men shall be arranged by the contractor at his
own cost. The medical facilities are available at the nearest Taluka place.
62. Roads:
The contractor shall construct and maintain suitable inspection paths in work‟s
limitation. Any approach road to be constructed for the work shall also be
constructed as directed by Engineer-in-charge; the approach road shall be
maintained by the contractor at his own cost. There will, however, be no charge
for any reasonable use of the approach road constructed by the Department.
63. Government treasury and banking:
The Government Treasury and banking facilities exist at the nearest Taluka
place.
64. The contractor shall make his own enquiries regarding the availability of all
materials required for the work except those provided in the Schedule „A‟.
65. Precautions during the floods:
It shall be the responsibility of the contractor to preserve and maintain in safe
condition all materials, machinery and tools from hood and rain and no
compensation whatsoever will be payable to him on account of loss due to
normal floods, rains and any other causes.
66. Embedded items:
Before placing concrete and/or masonry care shall be taken to see that all
embedded items are firmly and securely fastened in place as indicated on the
drawings or as directed. All embedded item shall be cleaned free from all
foreign matter such as scale, dust, oil paint, etc. The embedded parts which are
not included in the schedule shall be supplied by the Government free of
charges delivered firmly near the work site as whole. The contractor shall
however be responsible for correctly embedding the same as directed without
any charge, the cost of such embedding deemed to have been included in the
item of concrete and or masonry as the case may be. No extra payment wills be
made for the installation of this embedment work for delays or for interruptions
arising there from.
56
Contractor No. of corrections Executive Engineer
67. Working Drawing :
The plans/drawings attached with the tender papers are only typical
plans/ drawings. The working plans/drawing of earthwork and masonry
structures for bund & C.D. work will be supplied at the time of
execution as per site conditions. The claims for any variations in the
quantity will he governed by the clause 38 of B-1 form.
68. Disputes and arbitration:
No arbitration is allowed.
In case of disputes of difference of opinion arising between the Engineer-in-
charge and the contractor, the contractor shall refer the matter to the
Superintending Engineer through the Engineer-in-charge with an advance copy
to the Superintending Engineer.
In case the Superintending Engineer‟s decision is not acceptable, the contractor
shall refer the matter to the Chief Engineer through the Superintending
Engineer with an advance copy to the Chief Engineer.
In case of the Chief Engineer‟s decision is not acceptable and if the matter
otherwise satisfies the conditions laid down for the purpose, the contractor can
refer the matter to the Secretary‟s Committee appointed by Government of
Maharashtra Vide Government Resolution No. CAT/1274/2906-2 dated
16/12/74 through the Chief Engineer. The decision of the Committee will be
final and binding on the contractor.
Notwithstanding anything contained above in so far as the specifications and
technical provisions of contract are concerned the decision of the Chief
Engineer shall be final & binding on the contractor.
69. Relation with Public Authorities:
The contractor shall comply with all rules, regulation bye-laws, direction given
from time to time by any local or public authority in connection with the work
and shall himself pay fees for charges which are leviable on him without any
extra cost to Department.
70. Rates:
The rates specified by the Contractor shall be inclusive of all taxes (viz. S.T.,
General Tax and other taxes) and Contractor should quote the percentage rate
in B-1 Form.
57
Contractor No. of corrections Executive Engineer
71. Indemnity:
The Contractor shall indemnify the Government against all actions, suits claims
and demands brought or made against him 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 Government in
consequence of any action or suit being brought against the Contractor for
anything done or committed to be done in the execution of the works of this
contract.
72. Police Protection:
For the special protection of camp and of the Contractor‟s works, the Engineer-
in-charge will help the Contractor as far as possible to arrange for such
protection with the concerned authorities, if so requested by the Contractor in
writing. The full cost of such protections shall be borne by the Contractor.
73. Contractor‟s Liability and Insurance:
73.1 From commencement to completion of work, the Contractor shall take full
responsibility for the care thereof and for taking precaution to prevent loss or
damage and to the greatest extent possible and shall be liable for any damage
or loss that may happen to the works or any part thereof from any cause
whatsoever (save and except the Excepted Risks) and shall at his own cost
repair and make good the same so that at completion, the work shall be in good
order and condition and in conformity in every respect with requirements of the
contract and instructions of the Engineer in charge.
73.2 Without limiting his obligations and responsibility under Claude 23, the
Contractor shall insure in the joint name of the Government and the Contractor
against all loss or damage from whatever cause (other than the Excepted Risks)
for which he is responsible under the terms of the contract and in such a
manner that the Government and the Contractor are covered during the period
of construction of the works and the defects liability period for loss or damage
arising from a cause occurring prior to the commencement of the damage
cause by the Contractor in the course of any operation carried out by him for
the purpose of complying with his obligations under Clause 20 of B-l Tender
form (regarding Defects Liability)
i) The work and the Temporary works to the full value of such works
executed from time to time.
ii) The materials, constructional plant and other things brought to site by
the Contractor to the full value of such material, constructional plant and
other things.
58
Contractor No. of corrections Executive Engineer
73.3 The Contractor shall indemnify and keep indemnified the Department against
all losses and claims for injuries or damages to any person or any property
whatsoever which may arise out of or in consequence of the construction and
maintenance of the works and against all claims, demands proceedings,
damages, costs, charges and expenses whatsoever in respect of or in relation
thereto provided always that nothing herein contained shall be deemed to
render the Contractor liable for in respect of or to indemnify the Department
against any compensation or damage caused by "EXCEPTED RISKS".
73.4 Before commencing of the work, the contractor shall, without in any way
limiting his obligations and responsibilities under the conditions, insure against
any damage, loss or injury which may occur to any property (including that of
Department) or to any person (including any employee of Department) by or
arising out of carrying out of the contract.
73.5 Where a Department building or a part thereof is rented to the contractor he
shall insure the entire building if the building or any part thereof is used by him
for the purpose of storing or using materials of combustible nature. In case of
doubt in the matter the decision of Engineer-in-charge shall be final and
binding on the Contractor.
73.6 The contractor shall at all times indemnify the Department against all claims,
damages of compensations under the provisions of payments of wages Act,
1936, Minimum Wages Act 1948, Employment Liability Act, 1938, Industrial
Dispute Act 1947, Maternity Benefit Act, 1961 and Inter Stale Migrant
Workmen(Regulation of Employment and Conditions of Services) Act, 1979 or
any modifications thereof, any other law relating thereto, any rules made there
under from time to time or as a consequence of any accident or injury to any
workmen or other person in or about the works, whether in the employment of
the Contractor or not, save and except where such accident or injury has
resulted from any act of the Department, their agents or servants and also
against all costs charges and expenses or any suit, action or proceedings
arising out of such accident or injury and all sum or sums which may with the
consent of the Contractor be paid to compromise or compound any such claim
without limiting his obligation and liabilities as above provided the Contractor
shall insure against all claims, damages or compensation payable under the
workmen Compensation Act, 1923 or any modifications thereof or any other
law relating thereto.
73.7 All the aforesaid insurance policies shall provide that they shall not be
cancelled till the Engineer-in-charge has agreed to their cancellation.
73.8 The Contractor shall prove to the Engineer-in-charge or his authorized
representative from time to time that he has taken out all the insurance policies
referred to above and has paid the necessary premia for keeping the policies
alive till the expiry of the Defects Liability Period.
59
Contractor No. of corrections Executive Engineer
73.9 The Contractor shall ensure that similar insurance policies are taken out by his
sub-contractor (if any) and shall be responsible for any claims or losses to
department resisting from their failure to obtain adequate insurance protection
in connection thereof. The Contractor shall produce or cause to be produced
by his sub-contractors (if any), as the case may be, relevant policy or policies
and premium receipts as and when required by the Engineer-in-charge.
73.10 The Contractor/ or his sub-contractor, if any, shall fail to effect and keep in
force the insurance referred to above or any other insurance which he/they may
be required to effect under the terms of the contract, then in any such case,
department shall pay such premium or premia as may be necessary for that
purpose and from time to time deduct the amount so paid by the department
from any moneys due or which may become due to the Contractor or recover
the same as a debt due from the Contractor.
73.11 All insurance to be effected by the Contractor and/or his sub-contractor (if any)
shall be taken out only with the Directorate of insurance, Government of
Maharashtra, New Administrative Building, Mumbai.
74. Construction programme
The construction of new Kharland Scheme or renovation of Kharland Scheme
includes earthen bund and sluice gates at various location‟s. The priority
should be given to the construction of sluice gats. The construction of sluice
gate must be complete before 50% of time limit of contract. No further
payment of earth work is done till the completion of sluice gates.
60
Contractor No. of corrections Executive Engineer
61
Contractor No. of corrections Executive Engineer
APPENDIX „A‟
DETAILS OF WORKS SIMILAR TYPE AND MAGNITUDE
CARRIED OUT BY THE TENDERER LIST
Sr. No. Name of the Work Name and
address of the
organization for which
the work was done.
Place
and
country
Tendered
Cost
Time in
which the
work is
complete
d
Date of
completion
Principal
features
in brief
1 2 3 4 5 6 7 8
62
Contractor No. of corrections Executive Engineer
APPENDIX „B‟
LIST OF OTHER WORKS TENDERED FOR AND IN HAND FOR LAST FIVE
YEARS AS ON THE DATE OF SUBMISSION OF THIS TENDER
Name of the Tenderer : ----------------------------------------------------------------------------
--
Sr.No. Name
of the
Work
Name and
address of
the
organization
for which
the work
was done.
Place
and
country
Work in Hand Work tendered for Remarks
Tendered
Cost
Cost of
remaining
work
Anticipated
date of
completion
Tendered
Cost
Cost of
remaining
work
Anticipated
date of
completion
1 2 3 4 5 6 7 8 9 10 11
63
Contractor No. of corrections Executive Engineer
APPENDIX „C‟
LIST OF MACHINERY IMMEDIATELY AVAILABLE WITH THE TENDERER WHICH WILL BE
USED ON THIS WORK
Name of the Tenderer : -------------------------------------------------------------------------
Sr.No Name of equipment
No of units
Kind
and
make
Capacity Age of machinery
Present
condition
of
Machinery
Present location
with name and
address of the
organization hire
machinery under
use at present
Whether the
machinery is
hypothecated to
any division,
Bank or Institute
etc.
Whether
owned of
otherwise
1 2 3 4 5 6 7 8 9 10
64
Contractor No. of corrections Executive Engineer
APPENDIX „D‟
DETAILS OF TECHNICAL PERSONS WITH THE TENDERER FOR PLACEMENT ON THIS WORK
Name of the Tenderer : --------------------------------------------------------------------------------------------
Sr.No. Designation Name Qualification Professional Experience and
details of work carried out
Remarks
1 2 3 4 5 6
65
Contractor No. of corrections Executive Engineer
APPENDIX „E‟
DECLARATION OF THE
CONTRACTOR
1. I/We -----------------------------------------------------------------------------
Contractor (s) hereby undertake that I/We shall pay to the labourers,
engaged on the work of Construction of “4402 capital out lay
Renovation bund work of Annapurna Kharland scheme Tal Roha
Dist. Raigad.@ ch. 0 m. to 3540 m. & Sluice Gate @ Ch. 960 m.,
2100 m. & 3540 m. wages as per minimum wages act 1948 and
amendments thereto applicable to the zone in which the work lies and
acts accordingly. I/We also undertake to abide by the various laws in
force and extend necessary facilities and amenities to the staff and
workers employed by me/us. 2. I/We hereby declare that I/We have made myself/ourselves thoroughly
conversant with the local condition regarding all materials and labour on
which I/We have bidded my/our rates for this work. The specifications
and drawings of this work have been carefully studied and understood
by me/us before submitting this tender.
3. I/We hereby undertake to indemnify and hereby to indemnify the
Government against all liabilities arising out of application of all labour
laws viz. the minimum wages act, the workmen‟s compensation act, the
payment of wages act, ESIS and PF act, etc with reference to labour
engaged on subject work.
4. I/We hereby declare that I/We are aware of the inclusion of all lead and
lift charges of the required materials in the rates of items in the schedule
„B‟ of this tender for the work of Renovation bund work of
Annapurna Kharland scheme Tal Roha Dist. Raigad.@ ch. 0 m. to
3540 m. & Sluice Gate @ Ch. 960 m., 2100 m. & 3540 m. The rates
are agreeable to me/us. I will not claim any charges for extra lead and
lift of the materials.
5. I/We hereby declare that I/We have made myself/ourselves thoroughly
conversant with the site conditions particularly daily tidal variations,
approach to the work site, behavior of embankment in tidal variations
during construction till completion on which my rates are based for this
work. I undertake to use only the best materials approved by the
Executive Engineer, Kharland Survey & Investigation Division, Pen by
his duly authorized assistant and to abide by his decision.
66
Contractor No. of corrections Executive Engineer
APPENDIX F‟
FORM OF BANK GURANTEE BOND
(ON STAMP PAPER WORTH Rs. 100/-)
In consideration of the Governor of Maharashtra (hereinafter called “The
Government”) having agreed to exempt ----------------------------------------------
----------- (hereinafter called the said contractors) from depositing with
Government in cash of being the amount of security deposit payable by
the contractor to the Executive Engineer, Kharland Survey & Investigation
Division, Pen of the one part and the contractor of the other part (herein
referred „The said agreement‟) for ------------------------- as security for the
due observance and performance by the contractor of the terms and
conditions contained in the said agreement, on the contract furnishing to the
Government guarantee in the prescribed form of a Scheduled Bank in India
being in fact these present in the like sum of our Local Head Office at ---------
---------------------- hereby. 1. Guarantee to the Government
a) Due performance and observance by the contractor of the terms,
covenants and conditions on the part of the contractor contained in the said
agreement. Due and punctual payment by the contractor to the Government
of all sums of money, losses, damages, cost charges, penalties and expenses
payable to the Government by the contractor under or in respect to the said
agreement.
2. Undertake to pay to the Government on demand by the Executive
Engineer, Kharland Survey & Investigation Division, Pen and without demur
and not withstanding any dispute or disputes raised by the contractor in any
suit or proceeding filed in any court of Tribunal relating thereto the said sum
of Rs. ----------- (Rupees -----------------------) or such lesser sum as may
be demanded by the Executive Engineer, Kharland Survey &
Investigation Division, Pen from us our liability hereunder being absolute
and unequivocal and agree that.
3. a) The guarantee herein contained shall remain in all full force & effect
during the subsistence of the said agreement and the same will continue to be
enforceable till all the dues of the Government under or by virtue of the said
agreement have been duly paid and its claims satisfied or discharged and
till the Executive Engineer, Kharland Survey & Investigation Division, Pen
certifies that the terms and conditions of the said agreement have been duly
and properly carried out by the contractor. b) We shall not be discharged or released from the liability under this
Guarantee by reasons of i) any change in the constitution of the bank of the contractor, or
67
Contractor No. of corrections Executive Engineer
ii) any arrangement entered in between the Government and the
contractor with or without our consent: iii) any forbearance of indulgence shown to the contractor:
iv) any variation in terms of covenants or conditions contained in the said
agreement v) any time given to the contractor
vi) any other conditions or circumstances under which, in law, a surety
would be discharged.
c) Our liabilities hereunder shall be joint and several with that of the
contractor as if we were the principal debtors in respect of the said sum of
Rs. ----------- (Rupees -------------------------------------- only) AND
d) We shall not revoke this guarantee during its currency except with the
previous consent in writing of the Executive Engineer, Kharland Survey
& Investigation Division, Pen. IN WITNESS WHEREOF THE common seal of
Has been hereinto affixed this ----------- day of ----------200
The common seal of ---------------------------------------------------------- was
pursuant to the resolution of the Board of Directors of the company
dated the ------- --- day of ------------,20 herein affixed in the presence
of -------------------------------------------,who, in token thereof, have set their
respective hands in the presence of- 1) ------------------------------------------------------------------------------
2) ------------------------------------------------------------------------------
68
Contractor No. of corrections Executive Engineer
APPENDIX „H‟
Programme of work to be carried out until completion Renovation bund work of Annapurna Kharland scheme Tal Roha Dist. Raigad.@ ch. 0 to 3540 m. & Sluice Gate @ Ch. 960 m., 2100 m. &
3540 m.
Item
No.
Item of Work Total Tender
Quantity
Unit Programme of execution
Year-I Year-II
Quarter Quarter Quarter Quarter Quarter Quarter Quarter Quarter
I II III IV I II III IV
As per schedule B
1 Item No.1:- Cleaning and
removing grass bushes and
shrubs etc. stacking the stuffs
up for all leads and lifts, etc.
complete.
57984.36 Sqm
. 20000 20000 -- -- 17984 --- --- ---
2 Item No.2:- Excavation in soil
/ soft murum / lime shadu
exceeding 1.50 m. in width
including depositing the
material as directed for all
leads and lifts including
dressing etc. complete.
Cum --- --- --- --- --- --- --- ---
For “C” Work 7357.69
Cum
5000 2357.69 --- -- -- -- -- --
For F.R.H.T. Works 1398.72 Cum --- --- --- -- -- 1398.72 -- --
3 Item No.3 :- Constructing
embankment for Hearting
Zone with selected material
from barrow area including
transporting the material with
69
Contractor No. of corrections Executive Engineer
leads of 15 m. and lifts upto
1.50 m. laying in layers,
leveling, spreading, breaking
clods including watering etc.
complete. For “C” Work (Wet
condition) 45281.16 Cum 20000 20000 -- -- 5281.16 --- --- ---
4 Item No. 4 :- Constructing
embankment for Casing Zone
with selected material from
borrow area including
transporting the material with
all leads & lifts laying in
layers, leveling and dressing
the bank work including
watering etc complete.
For a"C" Work ( Dry
condition)
19406.21 Cum -- 15000 -- -- 4406.21 -- --- --
For F.R.H.T. Works 7690.90 Cum -- -- -- -- -- 7690.90 -- --
5 Item No. 5 :- Constructing
embankment for Casing Zone
with selected material from
borrow area including
transporting the material with
all leads & lifts laying in
layers, leveling and dressing
the bank work including
watering etc complete.
6539.09 Cum 2000 2000 -- -- 2000 539.09 -- --
6 Item No. 6 :- Providing and
laying dry stone pitching 20
CM thick to side slopes
embankment including
dressing the bank work with all
leads and lifts, etc. complete.
70
Contractor No. of corrections Executive Engineer
A) from borrow area 24543.85 Sqm 10000 7543.85 --- -- 7000 --- --- ---
B) From Available material 10518.80 Sqm 3506 3506 -- -- 3506.80 --- --- ---
7 Item No.7 :- Providing &
constructing down stream rock
toe with 15 to 23 cm. rubble
stone of approved quality from
borrow area with hand packing
including all leads and lifts.
67.50 Cum 67.50 --- --- -- --- --- --- ---
8 Item No.8:- Providing and
laying in situ of grade M - 200
(1:1.5:3) controlled reinforced
cement Concrete of trap metal
for raft slab etc. including "V"
haunches form work,
scaffolding, compaction by
vibrating,finishing curing etc.&
Centering (excluding
dewatering by means of
pumps) including complete(
Upto 5 m height)-excluding
reinforcement.
113.83 Cum --- --- --- --- --- 113.83 --- --
9 Item No.9- Dismantling
carefully the existing structure
of stone masonry in cement or
Lime Morter, including sorting
out serviceable materials and
stacking the dismantled
material with all lead and lifts
neatly as directed etc.
complete.
186.70 Cum --- --- --- --- --- 186.70 -- --
10 Item No.10:- Dewatering for
Abutment, Returns, Piers, Raft,
Cut of walls, Toe wall, Apron
in perennial river or stream
28400 Cum --- --- --- --- 14000 14400 --- --
71
Contractor No. of corrections Executive Engineer
including diversion of stream
providing coffer dams, bunds
etc. as may be necessary for
foundation and other parts of
work and bailing out and / or
pumping out water below the
actual initial natural water level
during execution of all item of
construction as required (from
start of that particular
component till completion of
bridge) including all leads and
lifts etc. complete. 11 Item No.11:- Providing rubble
of trap/ granite/ quartzite/
gneiss stone of approved
quality in foundation
including hand packing filling
gravel of sand in the voids etc.
complete.
1334.50 Cum --- --- --- --- 500 834.50 --- --
12 Item No.12:- Providing and
laying in situ PCCM-15
cement concrete of trap/
granite/ quartzite/ gneiss metal
in foundation, including
necessary bailing out water,
compacting and curing,
(excluding dewatering by
pump).
71.60 Cum --- --- --- --- --- 71.60 --- --
13 Item No.13 - Providing and
laying in situ R.C.C.M-20
controlled reinforced cement
concrete of trap metal for raft
slab including ''v'' haunches,
formwork, scaffolding,
compaction by vibrating,
190.94 Cum --- --- --- --- 90.00 100.94 -- --
72
Contractor No. of corrections Executive Engineer
finishing curing, etc. complete.
(Excluding reinforcement )
14 Item No.14:- Providing &
laying in situ R.C.C. M-20
cement concrete of trap/
granite/ quartzite/ gneiss metal
for cast in citu R.C.C. solid
piers, column etc. including
provision of "V" shaped false
joints to form suitable panels
on the faces to approve design
with compacting by vibrating
and curing complete, including
formwork centering (excluding
dewatering by means of pump)
and including bailing out water
and curing, (upto 5.00 m.
height ) ( Excluding
reinforcement)
163.57 Cum --- --- --- --- 63.00 100.57 --- --
15 Iten No. 15:- Providing and
cutting bending, hooking,
laying in position and laying
HYSD bars for reinforcement
as per detailed drawings for
R.C.C. work
8.10 Cum --- --- --- --- --- 8.10 --- --
16 Item No.16 :- Providing and
cutting bending, hooking,
laying in position and tying
HYSD bars for reinforcement
as per detailed drawings for
R.C.C. work.
31.73 M.T. --- --- --- --- --- --- --- 31.73
17 Item No.17 :- providing &
applying anticorrosive
treatment for MS & TOR steel
reinforcement as per cement
polymer composite coating
31.73 Cum --- --- --- --- --- 31.73 --- --
73
Contractor No. of corrections Executive Engineer
(CPCC) method developed by
CECRI including cleanihg the
bar by means of any
established mechanical or
manual method for removing
the rust and deletious
matter,applying rapid setting
primer and cement polymer
sealing coat of approved and
licensed by CECRI including
redoing the process if damaged
occur during handling stacking
etc.complete as directed by the
Engineer in charge (With prior
approval of S.E. is essential) 18 Item No.18 :- Providing &
fixing polipropelyne glass lined
F.R.P.Rectangular gate
Including fixing with a - lead
of 15 m. and lift 1.5 m. etc
25.50 Sqm --- --- --- --- --- 25.50 --- --
19 Item No.19:- Providing and
laying dry stone masonry
(Groyness) excluding pointing
etc. complete.
1920 Cum --- --- --- --- --- 900 1020 --
74
Contractor No. of corrections Executive Engineer
FORM B – 1
ITEM RATE TENDER AND CONTRACT FOR WORKS
DEPARTMENT : WATER RESOURCES DEPARTMENT
REGION : KONKAN REGION, MUMBAI
CIRCLE : KHARLAND DEVELOPMENTCIRCLE, THANE
DIVISION : KHARLAND SURVEY & INVESTIGATION DIVISION, PEN-RAIGAD.
THANE NAME OF WORK : Renovation bund work of Annapurna Kharland
scheme Tal Roha Dist. Raigad.@ ch. 0 m. to 3540 m. &
Sluice Gate @ Ch. 960 m., 2100 m. & 3540 m.
General Rules and Directions for the Guidance of
Contractors
1. All works proposed to be executed by contractor shall be notified in a
form of invitation to tender pasted on a board displayed in the office of the
Executive Engineer and signed by the Executive Engineer.
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 security deposit to be deposited by the successful
tenderer and the percentage, if any, to be deducted from bills. It will also
state whether a refund of a quarry fees, royalties, dues and ground rents
will be granted. Copies of the specifications, designs and drawings and any
other documents required in connection with the work shall be signed by
the Executive Engineer for the purpose of identification and shall also be
open for inspection 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 Government of Maharashtra such
specifications with designs and drawings shall form part of the accepted
tender.
2. In the event of the tender being submitted by a firm, it must be signed by each
partner thereof, and in the4 event of 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 (A)
(i) The contractor shall pay the sum of Rs. 1,50,000 (Rupees One Lakh Fifty
Thousand Only) as and by way of earnest money. The contractor may
pay the said amount by forwarding “Treasury challan / Call deposit receipt or
short term deposit receipt for a period of one year of any nationalized bank
75
Contractor No. of corrections Executive Engineer
for the like amount in favour of the Executive Engineer and to be submitted
in the office of Executive Engineer, Khar Land Survey & Investigation
Division Pen-Raigad, Umbarde Colony, Tal. Pen, Dist. Raigad on or before
15/01/2014 17.00 Hrs on working days. The said amount of earnest money
shall not carry any interest whatsoever.
(Amended vide G.P.W. & H. Department‟s Corrigendum)
(ii) In the event of this tender being accepted, subject to the provision of sub
clause (iii) below, the said amount or earnest money shall
be appropriated towards the amount of security deposit payable by him
under conditions of General conditions of contract.
(iii) If, after submitting the tender, the contractor withdraw his offer, or
modifies the same or if after the acceptance of his tender the contractor fails
or neglects to furnish the balance of security deposit without prejudice
to any other rights and powers of the Government hereunder or in law,
Government shall 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 thereof.
3. Receipts for payments made on account of any work, when executed by a
firm, should also be signed by all the partners except where the
contractors are described in their tender as a firm, in which case the receipt
shall be signed in the name of the firm by one of the partners, or by some
other person having authority to give effectual receipt for the firm.
4. Any person who submits a tender shall fill up the printed schedule “B” form
stating at what rate (memorandum showing items of work to be carried out) he
is willing to undertake the item of works. Tenders which propose any
alteration in the works specified in the said form of invitation to tender,
or in the time of allowed for carrying out the work, or which contain any
other conditions of any sort will be liable to rejection. No printed form
of tender shall include a tender for more than one works but if contractor
who wish to tender two or more works, they shall submit separate tender
for each. Tenders shall have the name and number of the work to which
they refer written outside the envelope.
5. Superintending Engineer, Kharland Development Circle, Thane or his duly
authorized Assistant shall open the tenders online as per e-
Tendering procedure in the presence of contractors who have submitted
tenders or their representatives who may be present at the time and he will
enter the amounts of the several tenders in a comparative statement in a
suitable form. In the event of a tender being accepted, the contractor shall
76
Contractor No. of corrections Executive Engineer
for the purpose of identification, sign copies of the specifications and
other documents mentioned in Rule 1. In the event of tender being
rejected, the Divisional officer shall refund the amount of earnest money
deposited by the contractor on his giving a receipt for the return of the money
6. The officer competent to dispose off 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 Government, 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 department and their rates be filled in and
completed by the office of the Executive Engineer before the tender form 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 works shall be measured net by standard measure and according to the
rules and customs of the Department and their rates shall be without reference
to any local custom.
10. Under no circumstances shall any contractor be entitled to claim
enhanced rates for items in this contract.
11. Every registered contractor should produce along with his tender
certificate of registration as approved contractor in the appropriate class and
renewal of such registration with date of expiry. 12 All corrections and additions or pasted slips should be initialed.
13. The measurements of work will be taken according to the usual method in
use in the department and no proposals to adopt alternative methods will be
accepted. The Executive Engineers decision as to what is the usual method
in use in the Department will be final.
14. The tendering contractor shall furnish a declaration along with the
tender showing all works for which he has already entered into contract, and
the value of work that remains to be executed in each case on the date of
submitting tender.
15. Every tenderer shall furnish along with the tender, information regar5ding the
Income Tax circle or ward of the district in which he is assessed to income tax
the reference to the number of assessment and the assessment year, and a valid
Income tax clearance Certificate or copy of the balance sheet for the previous
year.
16. In view of the difficult position regarding the availability of foreign
exchange no foreign exchange would be released by the Department for the
77
Contractor No. of corrections Executive Engineer
purchase of plant and machinery required for the execution of the work
contracted for. (GCB/PWD/CFM/1058-62517 dated 26.09.59)
17. The contractor will have to construct shed for storing controlled and
valuable materials issued to him under schedule „A‟ of the agreement, at the
work site, having double locking arrangement. The materials will be taken for
use in the presence of the Departmental person. No materials will be allowed
to be removed from the site of works.
18. The contractor shall also give a list of machinery in their possession and
which they propose to use on the work.
19. Every registered contractor should furnish along with the tender a
statement showing previous experience and technical staff employed by him.
20. Successful tenderer will have to produce to the satisfaction of the
accepting authority a valid and current license issued in his favour under the
provision of contract Labour (Regulation and Abolition Act, 1970) before
starting work, failing which acceptance of the tender will be liable for
withdrawal and earnest money will be forfeited to Government. 21. The contractor shall comply with the provision of the apprentices Act
1961 and the rules and orders issued there under from time to time. If he fails
to do so, his failure will be a breach of the contract and the
Superintending Engineer, may in his discretion cancel the contract. The
contractor shall also be liable, for any pecuniary liability arising on account
of any violation by him of the provision of the act.
22. Where the words Irrigation Department appear in this contract the Water
Resources Department of the Government of Maharashtra shall be
implied.
23. As a prima contractor he should have executed at list one work with Earthen
bund and sluice gate of Kharland Scheme work in one working season not less
than 100 lakhs during last five years
78
Contractor No. of corrections Executive Engineer
TENDER FOR THE WORKS
Note: The Commercial Offer must be filled online using individual‟s digital
certificate. (An online form will be provided for this during online bid
preparation stage).
I/We hereby tender for the execution for the Government of
Maharashtra (hereinbefore and hereinafter referred to as “Government” of
the work specified in the under written memorandum within the time
specified in such memorandum at * ------------% (in figures)---------------
----------------------percent (in words) percent below / above the estimated
rates entered in schedule - B (memorandum showing items of the work to be
carried out) and in accordance in all respects with the specifications, designs,
drawings and instructions in writing referred to in Rule -1 hereof and in clause
-13 of the annexed conditions of contract and agree that when materials
for the work are provided by the Government such materials and the
rates to be paid for them shall be as provided in schedule „A‟ hereto.
Memorandum
a) General Description Renovation bund work of Annapurna
Kharland scheme Tal Roha Dist.
Raigad.@ ch. 0 to 3540 m. & Sluice Gate
@ Ch. 960 m., 2100 m. & 3540 m.
b) Estimated Cost Rs. 2,55,34,893/-
c) Earnest Money Rs.1,50,000/-
d) Security Deposit Rs. 10,22,000/-
i) Cash (Not less than the amount
of E.M.D
ii) To be deducted from the
current bills
iii) Additional Security Deposit (if
required)
Rs. 5,11,000/- Rs. 5,11,000/-
Nil
e) Percentage, if any to be deducted
from bills so as to make up the
total amount required as security
deposit by the time, half the work, as
measured by the cost of work done.
(4) percent
f) Time allowed for the work from
date of order to commence
24 calendar months including
monsoon.
79
Contractor No. of corrections Executive Engineer
I/We agree that the offer shall remain open for a minimum period of 120 days
from the date fixed for opening the same and thereafter until it is withdrawn
by me/us by notice in writing duly addressed to the authority opening the
tenders and sent by Registered Post Acknowledgement Due or otherwise
delivered at the office of such authority. Treasury/Bank challan No. and date
in respect of the sum Rs. ……. (Rupees ………………….. only)
representing the earnest money is herewith forwarded. The amount of earnest
money shall not bear interest and shall be liable to be forfeited to the
Government should I/We fail to (1) abide by the stipulations to keep the
offer open for the period mentioned above or (2) sign and complete the
contract documents as required by the Engineer and furnish the security
deposit as specified in item (d) of the memorandum contained in
paragraph (i) above within the time limit laid down in clause (1) of the
annexed General Condition of Contract. The amount of earnest money may
be adjusted towards the security deposit or refunded to me/us if so desired by
me/us in writing, unless the same or any part thereof has been forfeited as
aforesaid.
I/We have secured exemption from payment of earnest money after
executing the necessary bond in favour of the Government, a true copy of
which is enclosed herewith. Should any occasion for forfeiture of earnest
money for this work arise due to failure on my/our part to (1) abide by the
stipulations to keep the offer open for the period mentioned above or (2) sign
and complete the contract documents and furnish the security deposit as
specified in item (d) of the memorandum contained in paragraph - I above
within the time limit laid down in clause (1) of the annexed conditions of
contract, the amount payable by me/us may, at the option of the Engineer be
recovered out of the amount deposited in lump sum for securing exemption in
so far as the same may extend in terms of the said bond and in the event of the
deficiency out of any other moneys which are due or payable to me/us by the
Government under any other contract or for transaction of any nature
whatsoever or otherwise. Should this tender be accepted I/We hereby agree to abide by and fulfill all the
terms and provision of the conditions annexed hereto so far as applicable and
in default thereof to forfeit and pay to Government the sum of money
mentioned in the said conditions.
Contractor
Signature of contractor before
submission of tender
Address Dated
80
Contractor No. of corrections Executive Engineer
Witness Address
(Occupation)
Signature of Witness
to contractor‟s signature
The above tender is hereby accepted by me for and on behalf of
the Government of Maharashtra. . . . . . . . . . . . . Dated.
Executive Engineer,
Kharland Survey & Investigation Division,
Pen – Raigad.
81
Contractor No. of corrections Executive Engineer
CONDITIONS OF CONTRACT
Clause 1
The person/persons whose tender may be accepted
(hereinafter called "The Contractor "which
expression unless excluded by or repugnant to the
context include his heirs, executor, administrators,
and assigns) shall (A) within 10 days (which may
be extended by the Superintending Engineer
concerned up to 15 days if the Superintending
Engineer thinks fit to do so) of the receipt by him of
the notification of the acceptance of his Tender
deposit with the Executive Engineer in cash or
Govt. securities endorse to the Executive Engineer
(if deposited for more than 12 months) of sum
sufficient which will make up the full security
deposit specified in the tender or (B) Permit
Government at the time of making any payment to
him for work done under the contact to deduct such
sum as will amount to 4% (Four percent)* of all
moneys so payable such deductions to be held by
Government by way of security deposit Provided
always that in the event of the contractor depositing
a lump sum by way of security deposits as
contemplated as (A) above then and in such case, if
the sum so deposited shall not amount to 4% (Four
percent)* of the total estimated cost of the work, it
shall be lawful for Government at the time of
making any payment to the contractor for work
done under the contract to make up the full amount
of 4% (Four percent) by deducting a sufficient sum
from every such payment as last aforesaid until the
full amount of the security deposit is made up. All
compensation or other sums of money payable by
the contractor to Government under the terms of his
contract may be deducted from, or paid by the sale
of a sufficient part of his security deposit or from
the interest arising there from or from any sums
which may be due or may become due by
Government to the contractor under any other
contract or transaction for any nature on 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 10 (Ten) days thereafter make good in cash
Security deposit
PWD, Resolution No.
CAT 1087/CR-
94/Bldg.2 dl.
14.06.89.E/C.manual
82
Contractor No. of corrections Executive Engineer
or Government securities endorsed as aforesaid any
sum or sums which may have been deducted from
or raised 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 be
converted into interest bearing securities provided
that the depositor has expressly desired this in
writing.
The security deposit will not be accepted in the
form of Insurance company bonds as per
Government order contained in No.
CCM / PWD/ CAT / 4350 dated 27.2.1956.
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
shall be taken against the contractor for recovery of
the amounts. The amount of the security deposit
lodged by a contractor shall be refunded, along with
the payment of the final bill. if the date up to which
the contractor has agreed to maintain the work in
good order is over. If such date is not over only
50% amount of security Deposit shall be refunded
along with the payment of thee final bill. The
amount of security deposit' retained by the
Government shall be released after expiry of
period up to which the contractor has agreed to
maintain the work in good order is over. In the
event of the contractor failing or neglecting to
complete rectification of work within the period up
to which the contractor has agreed to maintain the
work in good order, then, subject to provisions of
clauses 17 and 20 hereof the amount of security
deposit retained by the Government shall be
adjusted towards the excess cost incurred by the
department on rectification work.
Clause 2:-
The time allowed for carrying out the work as
entered in the tender shall be strictly observed by
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 the
essence of the contract on the part of the contractor)
Compensation for delay.
83
Contractor No. of corrections Executive Engineer
and the contractor shall pay as compensation an
amount equal to one percent or such smaller amount
as the Superintending Engineer (whose decision in
writing shall be final) may decide, of the estimated
cost of the whole work as shown by the tenderer 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 cases in
which the time allowed for any work exceeds one
month to complete.
1/6 of the work in 1/4 of the time.
½ of the work in 1/2 of the time.
¾ of the work in 3/4 of the time.
Note: -The quantity of the work to be done within a
particular time to be specified above shall be fixed
and inserted in the blank space kept for the purpose
by the officer competent to accept the contract after
taking into consideration the circumstances of each
case and the contractor shall abide by the program
of detailed progress laid down by the Executive
Engineer.
The following proportion will usually be found
suitable: In ¼, ½, and ¾ of the time.
Reasonable progress of earthwork: 1/6, 1/2, and 3/4
of the total value of the work to be done.
Reasonable progress of masonry work: 1/10, 4/10,
and 8/10 of the total value of the work to be done.
Performance of the contactor in respect of physical
progress of prominent items shall be adjusted with
reference to the bar chart attached with the B-1
contract or the programme submitted by the
contractor and approved by the Engineer-in-charge.
In the event of the contractor failing to comply with
these conditions he shall be liable to pay as
compensation an amount equal to one percent, or
such smaller amount as the Superintending
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
84
Contractor No. of corrections Executive Engineer
amount of compensation to be paid under the
provision of this clause shall not exceed 10
percent of the estimated cost of the work as shown
in the tender. The Superintending Engineer should
be the final authority in this respect.
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 installment) 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 Governor
of Maharashtra, shall have power to adopt any of
the following courses, as he may deem best suited
to the interest of the Government.
(a) To rescind the contract (of which rescission
notice in writing to the contractor under the hand of
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 the Government.
(b) To carry out the work or any part of the work
departmentally debiting the contractor with the cost
of the work expenditure incurred on tools and plant
and charges on additional supervisory staff
including the cost of work-charged establishment
employed for getting the unexecuted part of the
work completed and crediting him with the value of
the work done departmentally in all respects in the
same manner and at the same rates as if it had been
carried out by the contractor under the term of his
contract. The certificate of the Executive Engineer
as to the costs and other allied expenses so incurred
and as to the value of the work so done
departmentally shall be final and conclusive against
the contractor.
(c) To order that the work of the contractor be
measured up and to take such part thereof as shall
be unexecuted, out of his hands and to give it to
another contractor to complete, in which case all
expenses incurred on advertisement for fixing a new
contracting agency, additional supervisory staff
Action when whole of
security deposited is
forfeited.
85
Contractor No. of corrections Executive Engineer
including the cost of the work-charged
establishment and the cost of the work executed by
the new contract at the value of the work done or
executed through the new contractor shall be
credited to the contractor in all respects and 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. The certificate of the Executive Engineer
as to all the cost of the work and other expenses
incurred as aforesaid for or in getting the
unexecuted work done by the new a contractor and
as to the value of the work done by the new
contractor and as to the value of the work so done
shall be final and conclusive against the contractor.
In case the contract shall be rescinded under the
clause (a) above the contractor shall not be entitled
to recover or be paid, any sum for any work thereof
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 paid the amount
so certified. In the event of either of the course
referred to in clause (b) or (c) being adopted and the
cost of the work executed departmentally or through
a new contractor and other allied expenses
exceeding the value of such work credited to the
contractor, the amount of excess value shall be
deducted from any money due to the contractor, by
the Government under the contract or otherwise
howsoever or from his security deposits or the sale
proceeds thereof provided, however, that contractor
shall have no claim against Government even if the
certified value of the work done departmentally or
through a new contractor exceeds the certified cost
of such work and allied expenses, provided always
that whichever of the three courses mentioned in
clause(a) (b) or (c) is 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
material or entered into any engagements or made
any advance on account of or with a view to the
execution of the work or the performance of the
contract.
86
Contractor No. of corrections Executive Engineer
Clause 4:
If the progress of any particular portion of the work
is unsatisfactory, the Executive Engineer shall
notwithstanding that the general progress of the
work is in accordance with the conditions
mentioned in clause 2 be entitled to take action
under clause 3 (b) after giving the contractor 10
days notice in writing. The contractor will have no
claim for compensation for any loss sustained by
him owing lo such action.
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 exercised, the non-exercised thereof
shall not constitute a waiving of any of the
conditions hereof and such powers shall
notwithstanding be exercisable in the event of any
future case of default by the contractor for which
under any clause 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 desires, take possession of all or any tools, plant,
material and stores in or upon the works of the 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 the contract rates or in the
case of contract rates not being applicable at current
market rates, to be certified by the by the Executive
Engineer whose certificate thereof shall be final. In
the alternative the Executive Engineer may, after
giving notice in writing to the contractor or his clerk
of the 'work, foreman or other authorized agent
require him to remove such tools, plant, materials or
stores from the premises within a time to be
specified in such notice, and in the event of the
contractor failing to comply with any such
Action when the progress
of any particular portion
of the work is
unsatisfactory
Contractor remains liable
to pay compensation if
action not taken under
clause 3 and 4.
Power to take possession
of or require removal of
or sell contractor’s plant.
87
Contractor No. of corrections Executive Engineer
requisition, the Executive Engineer may remove
them at the contractor's expenses or sale them by
auction or private sale on account of the contractor
and at his risk in all respects and the certificate of
the Executive Engineer as to the expenses of any
such removal and the amount of proceeds and
expenses of any such sale shall be final and
conclusive against the contractor. Clause 6: -
If the contractor shall desire an extension of the
time for completion of work on the ground of his
having been unavoidably hindered in its execution
or on any other ground shall apply in writing to the
Executive engineer before the expiration. of the
period, stipulated in the tender or before the
expiration of 30 days from the date on which he
was hindered as aforesaid or on which the cause for
asking for extension occurred, whichever is earlier
and the Executive Engineer, or in the opinion of the
Superintending engineer, or Chief Engineer as the
case may be if in his opinion, there were reasonable
grounds for granting an extension, grant such
extension as he thinks necessary or proper. The
decision of the Executive Engineer Superintending
Engineer or Chief Engineer in this matter shall be
final.
Extension of time
Clause 7: -
On the completion of the work the contractor shall
be furnished with a certificate by the Executive
Engineer (hereinafter called the Engineer-in-
charge) of such completion, but no such certificate
shall be given shall the work be considered to be
complete, until the contractor shall have removed
from the premises on which the work shall have
been executed, all scaffolding, surplus materials and
rubbish, and shall have cleaned off, the dirt from all
wood work, doors, windows, walls, floor or other
parts of any building in or upon which the work has
been executed or of which he may have had
possession for the purpose of executing the work, or
until the work shall have been measured by the
Engineer-in-charge or where the measurement have
been taken by his subordinates until they have
Final certificate.
88
Contractor No. of corrections Executive Engineer
received approval of the Engineer-in-charge, the
said measurements being binding and conclusive
against the contractor. If the contractor fail to
comply with the requirements of this clause as to the
removal of scaffolding, surplus materials and
rubbish and cleaning of dirt on or before the date
fixed for the completion of the work the Engineer-
in-charge, may at the expense of the contractor,
remove such scaffolding, surplus materials and
rubbish and dispose of the same as he thinks fit and
clean off such dirt as aforesaid and the contractor
shall forthwith pay the amount of all expense so
incurred, but shall have no claim in respect of any
such scaffolding or surplus materials as aforesaid
except for any sum actually realized by the sale
thereof.
Clause 8:-
No payment shall be made for any work estimated to
cost less than rupees one thousand till after the
whole of work shall have been completed and a
certificate of completion given. But in the case of
works estimated to cost more than rupees one
thousand, the contractor shall, on submitting a
monthly bill therefore be entitled to receive payment
proportionate to the part of the work then approved
and passed by the Engineer-m-charge, whose
certificate of such approval and passing of the sum
so payable shall be final and conclusive against the
contractor. All such intermediate payments shall be
regarded as payment by way of advance against the
final payments only and not as payments for work
actually done and completed and shall not preclude
the Engineer-in-charge, from requiring any bad,
unsound imperfect or unskillful work to be removed
and taken away and reconstructed or re-erected or
shall any such payment be considered as an
admission of the due performance of the contract or
any part thereof in any respect or the occurring of
any claim nor shall it conclude, determine or affect
in any other way the powers of the Engineer-in-
charge as to the final settlement and adjustment
of the accounts or otherwise, or in any other way
vary or affect the contract. The final bill shall be
submitted by the contractor within one month of the
Payment on intermediate
certificate to be regarded
as advances.
89
Contractor No. of corrections Executive Engineer
date fixed for the completion of the work, otherwise
the Engineer-in-charge's certificate of the
measurements and of the total amount payable for
the work shall be final and binding on all parties.
Clause 9: -
The rates for several items of work estimated to cost
more than Rs.1000 agreed to with in, shall be, valid
only when the item concerned is accepted as having
been completed fully in accordance with the
sanctioned specifications. In Cases where the items
of work are not accepted as so completed the
Engineer-in-charge may make payment on account
of such items at such reduced rates as he may
consider reasonable in the preparation of final or on
account bills.
Payment or reduced rates
on account of items of
work not accepted as
complete, to be at the
discretion of the
Engineer- in-charge
Clause 10: -
A bill shall be submitted by the contractor in each
month or before the date fixed by the Engineer-in-
charge for all work executed in the previous month,
and the Engineer-in-charge shall take or cause to be
taken the requisite measurement for the purpose of
having the same verified, and the claim, so far as it
is admissible, shall be adjusted, if possible, within
ten days from the presentation of the bill. If the
contractor does not submit the bill within the time
fixed as aforesaid the Engineer-in-charge may
depute subordinate to measure up the said work in
the presence of the contractor or his duly authorized
agent whose countersignature to the measurement
list shall be sufficient warrant, and Engineer-in-
charge may prepare a bill from such list which shall
be binding on the contractor in all respects.
Clause 11: -
The contractor shall submit all bills on the printed
forms to be had on application at the office of the
Engineer-in-charge. The charges to be made in the
bills shall always be entered at the rates specified in
the tender or in the case of any extra work ordered in
pursuance of these conditions, and not mentioned or
provided for in the tender at the rates hereinafter
provided for such work.
90
Contractor No. of corrections Executive Engineer
Clause 12:-
If the specification or estimate of the work supplied
provides for the use of any special description of
materials to be supplied from the stores of the Dept
store or if it is required that the contractor shall use
certain stores to be provided by the Engineer-in-
charge. (Such material and stores and the prices to
be charged therefore as hereinafter mentioned being
so far as practicable for the convenience of the
contractor but not so as in any way to control the
meaning or effect of this contract specified in the
schedule of memorandum hereto annexed) the
contractor shall be supplied with such materials and
stores as may be required from time to time to be
used by him for the purpose of the contract only, and
value of the full quantity of the materials and stores
so supplied shall be set off or deducted from any
sums then due, or thereafter to become due to the
contractor under the contract, or otherwise or from
the security deposit or the proceeds of sale threof.
If the security is held in Government securities, the
same or a sufficient portion thereof shall, in that
case, be sold for the purpose. All materials supplied
to the contractor shall remain the absolute property
of Govt. and shall on no account be removed from
the site of the work, and shall at all times be open
for inspection by the Engineer-in-charge. Any such
materials unused and in perfectly good condition at
the time of completion or determination of the
contract shall be returned to the Department store if
the Engineer-in-charge so requires by a notice in
writing given under his hand but the contractor shall
not be entitled to return any such materials except
with the consent of the Engineer-in-charge and he
shall have no claim for compensation on account of
any such material supplied to him as aforesaid but
remaining unused by him or for any wastage in or
damage to any such materials.
Bills to be on printed
forms
Clause 12 (A) :-
All stores such as cement, steel etc. supplied to the
contractor by Government should be kept by the
contractor under lock and key and will be accessible
for inspection by the Executive Engineer or his
91
Contractor No. of corrections Executive Engineer
authorized agent at all the times.
Clause 13 :-
The contractor shall execute the whole and every
part of the work in the most substantial and
workman like manner and both as regards material
and every other respect in strict accordance with
specifications. The contractor shall also conform
exactly, fully and faithfully to the designs, drawings
and instruction in writing relating to the work
Signed by the Engineer-in-charge and lodged in his
office and to which the contractor shall be entitled to
have access for the purpose of inspection and such
officer or on the site of the work during office hour.
The contractor will be entitled to receive three sets
of contract drawings and working drawings as well
as one certified copy of the accepted tender along
with the work order free of cost. Further copies of
the contract drawings and working drawings
documents if required by him, shall be supplied at
the rate specified in the Special Conditions of
Contract except where otherwise specified.
Works to be executed in
accordance with
specifications, drawings,
orders etc.
Clause 14: -
The Engineer-in-charge shall have power to make
any alteration in or additions to the original
specifications, drawings, designs and
instrumentations that may appear to him to be
necessary or advisable during the progress of the
work and the contractor shall be bound to carry out
the work in accordance with any instruction in this
connection which may be given to him in writing
signed by the Engineer-in-charge and such
alteration shall not invalidate the contract and any
additional work which the contractor may be
directed to do in the manner above specified as part
of the work shall be carried out by the contractor on
the same conditions in all respects on which he
agreed to do the main work, and at the same rates as
specified in the tender the lender for the main work.
And if the additional and altered work includes any
class of work for which no rate is specified in this
contract, then such class of work shall be carried out
at the rates entered in the Schedule of Rates of the
Division or at the rates mutually agreed upon
between the Engineer-in-charge and the contractor,
Alternation in
specifications and
designs not to invalidate
contract.
Rates for works not
entered in estimate or
92
Contractor No. of corrections Executive Engineer
whichever are lower.
If the additional or altered work for which no
rates are entered in the schedule of Rates of the
Division is ordered to be carried out before the rates
are agreed upon then the contractor shall within
seven days of the date of receipt by him of the order
carry out the work, inform the Engineer-in-charge of
the rate which it is his intention to charge for such
class of work and if the Engineer-in-charge does not
agree to this rate he shall by notice in writing be at
liberty to cancel his order to carry out such class of
work and arrange to carry out in such manner as he
may consider advisable provided always that the if
the contractor shall commence work or incur any
expenditure in regard thereto before the rates shall
have been determined as lastly hereinbefore
mentioned, then in such case he shall only be
entitled to be paid in respect of the work carried out
or expenditure incurred by him prior to the date of
the determination of the rate as aforesaid according
to such rate or rates as shall be fixed by the
Engineer-in-charge. In the event of a dispute the
decision of Superintending Engineer of the Circle
will be final.
schedule of rate of the
district.
Where, however, the work is to be executed
according to the designs, drawings and
specifications recommended by the contractor and
accepted by the competent authority the alterations
above referred to shall be within the scope of such
designs, drawings, and specifications appended to
the tender.
The time limit for the completion of the work shall
be extended in the proportion that the increase in its
cost occasioned by, alterations or additions bears to
the cost of the original contract work, and the
certificate of the Engineer-in-charge as to such
proportion shall be conclusive. (B&C depts. No.
C/R- Memo-No. CAT-1268/59382-Q Dt. 14.3.1974.
Clause 15: -
1. If at any time after the execution of the contract
documents the Engineer-in-charge shall, for any
reason whatsoever (other than default on the part
of the contractor for which the Government is
Extension of time in
consequence of additions
or alternations
93
Contractor No. of corrections Executive Engineer
entitled to rescind the contract), desire that the
whole or any pan of the work specified in the
tender should be suspended for any period or
that the whole or part of the work should not be
carried out at all, he shall give to the
contractor a notice in writing of such desire and
upon the receipt of such notice the contractor
shall forthwith suspend or stop the work wholly
or in part as required, after having due
regard to the appropriate stage at which the
work should be stopped or suspended so as not
to cause any damage or injury to the work
already done or endanger the safely thereof
provided that the decision of the Engineer as to
the stage at which the work or any part of it
could be or could have been safely stopped or
suspended shall be final and conclusive against
the contractor. The contractor shall have no
claim to any payment or compensation
whatsoever, by reason of or in pursuance of any
notice as aforesaid, on account of any
suspension, stoppage or curtailment except to
the extent specified hereinafter
No claim to any payment
or compensation for
alteration in or
restriction of work.
2. Where the total suspension of work ordered
as aforesaid continued for a continuous period
exceeding 90 days the contractor shall be at
liberty to withdraw from the contractual
obligations under the contract so far as it
pertains to the unexecuted part of the work by
giving a 10 days' prior notice in writing to the
Engineer, within 30 days of the expiry of the
said period of 90 days, of such intention and
requiring the Engineer to record the final
measurement of the work already done and to
pay final bill. Upon giving such notice the
contractor shall be deemed to have been
discharged from his obligations to complete the
remaining unexecuted work under his contract.
On receipt of such notice the Engineer shall
proceed to complete the measurements and
make such payment as may be finally due to
the contractor within a period of 90 days from
the receipt of such notice in respect of the work
already done by the contractor. Such payment
shall not in any manner prejudice the right of
the contractor to any further compensation
94
Contractor No. of corrections Executive Engineer
under the remaining provisions of this clause.
3. Where the Engineer-in-charge requires the
contractor to suspend the work for period in
excess of 30 days at any time or 60 days in the
aggregate, the contractor shall be entitled to
apply to the Engineer within 30 days of the
resumption of work after such suspension of
payment of compensation to the extent of
pecuniary loss suffered by him in respect of
working machinery remained idle on the site or
on the account of his having had to pay the
salary or wages of labour engaged by him
during the said period of suspension provided
always that the contractor shall not be entitled
to any claim in respect of any such working
machinery, salary or wages for the first 30 days
whether consecutive or in the aggregate of such
suspension or in respect of any suspension
whatsoever occasioned by unsatisfactory work
or any other default on his part. The decision of
the Engineer-in-charge in this regard shall he
final and conclusive against the contractor.
4. In the event of-
i) Any total stoppage of work on notice from
Engineer under Sub Clause (1) in that behalf.
ii) Withdrawal by the contractor from the
Contractual obligation to complete the
remaining unexecuted work under sub-clause (2)
on account of continued suspension of work for
a period exceeding 90 days. OR
iii) Curtailment in the quantity of item or items
originally tendered on account of any alteration,
omission or substitution in the specifications,
drawings, designs or instructions under clause
(14) (1) where such curtailment exceeds 25% in
quantity and the value of the quantity curtailed
beyond 25 percent at the rates for the item
specified in the tender is more than Rs.5000/-
It shall be open to the contractor, within 90 days
from the service of (i) the notice of stoppage of
work or (ii) the notice of withdrawal from the
95
Contractor No. of corrections Executive Engineer
contractual obligations under the contract on
account of the continued suspension of work or
(iii) notice under clause 14(1) resulting in
such curtailment to produce to the Engineer
satisfactory documentary evidence that he had
purchased or agreed to purchase material for use
in the contracted work, before receipt by him
of the notice of stoppage, suspension or
curtailment and require the Government to
take over on payment such material at the rates
determined by the Engineer, provided, however,
such rates shall in no case exceed the rates at
which the same was acquired by contractor.
(Amended vide govt. in P.W.&H. Dept‟s.
circular memorandum No.CAT1208 / 59382-96
K-II dt. 22.02.1978). The Government shall
thereafter take over the material so offered,
provided the quantities offered are not in excess
of the requirement of the unexecuted work as
specified in the accepted tender and are of
quality and specifications approved by the
Engineer.
Clause 15 A: -
The contractor shall not be entitled to claim any
compensation from Government for the loss
suffered by him on account of delay by
Government in supply of materials entered in
schedule A where such delay is caused by.
i) Difficulties relating to the supply of railway
wagons.
ii) Force major
iii) Act of God
iv) Act of enemies of the State or any other
reasonable cause beyond the control of
Government.
In the case of such delay in the supply of
materials, Government shall grant such
extension of time for the completion of the
works as shall appear to the Executive Engineer
to be reasonable in accordance with
circumstances of the case. The decision of
Executive Engineer as to the extension of the
No claim to
compensation on account
of loss due to delay in
supply of material by
Government.
96
Contractor No. of corrections Executive Engineer
time shall be accepted as final by the contractor.
Clause l6 : -Under no circumstance, whatever may
be, the contractor shall be entitled to any
compensation from Government on any account
unless the contractor shall have submitted a claim in
writing to the Engineer-in-charge within one month
of the cause of such claim occurring
Time limit for
unforeseen claims.
Clause l7: -
If any time before the security deposit or any part
thereof is refunded to the contractor it shall appear
to the Engineer-in-charge or his subordinate in
charge of the work, that any work has been
executed with unsound, imperfect or unskillful
workmanship or with materials of inferior quality,
or that any materials or articles provided by him
for the execution of the work are unsound, or of a
quality inferior to that contracted for or are
otherwise not in accordance with the contract, it
shall be lawful for the Engineer-in-charge to
intimate this fact in writing to the contractor and
then notwithstanding the fact that the work,
materials or articles complained of may have been
inadvertently passed, certified and paid for, the
contractor shall be bound forthwith to rectify, or
remove and reconstruct the work so specified in
whole or in part, as the case may require or if so
required, shall remove the materials or articles so
specified and provided other proper and suitable
materials or articles at his own charge and cost and
in the event of his failing to do so within a period to
be specified by the Engineer-in-charge in the
written intimation aforesaid, the contractor shall be
liable to pay compensation at the rate of one per
cent on the amount of the estimate for every day not
exceeding 10 days, during which, if the failure so
continues and in the case of any such failure the
Engineer-in-charge may rectify or remove and re-
execute the work or remove, and replace the
materials or articles complained of as the case may
be at the risk and expense in all respects of the
contractor. Should the Engineer-in-charge consider
that any such inferior work or materials as
described above may be accepted or made use of it
Action and compensation
payable in case of bad
work P.W.D. Resolution
No. CAT/1087/CR-
94/Bldg-2 dt. 14.06.1989
97
Contractor No. of corrections Executive Engineer
shall be within his discretion to accept the same at
such reduced rates as he may fix therefore.
Clause 18 :-
A work under or in course of execution or executed
in pursuance of the contract shall at all times be
open to the inspection and supervision of the
Engineer-in-charge and his subordinates, and the
contractor shall, at all times during the usual
working hours, and at all other times at which
reasonable notice of the intention of the Engineer-
in-charge and his subordinate to visit the work shall
have been given to the contractor, either himself be
present to receive order and instructions or have
responsible agent duly accredited in writing present
for that purpose. Orders given to the contractor's
duly authorised agent shall be considered to have
the same force and effect as if they had been given
to the contractor himself.
Work to be open to
inspection
Clause 19:-
The contractor shall give not less than five days
notice in writing to the Engineer-in-charge or his
subordinate in charge of the work before covering
up or otherwise placing beyond the reach of
measurements any work in order that the same may
be measured and correct dimension thereof taken
before the same is covered up or placed beyond the
reach of measurements and shall not cover up or
place beyond the reach of measurement any work
without the consent in writing of the Engineer-in-
charge or his subordinate in charge of the work, and
if any work shall be covered up or placed beyond
the reach of measurement, without such notice
having been given or consent obtained the same
shall be uncovered at the contractor's expenses and
in default thereof no payment or allowance shall be
made for such work or for the materials with which
the same was executed.
Contractor or responsible
agent to be present.
Notice to be given before
work is covered up.
Clause 20:-
lf during the period of 12 Months from the date of
completion as certificated by the Engineer-in-
charge pursuant to Clause- of the contract or 12
.Contractor liable for
damage done and for
imperfections.
98
Contractor No. of corrections Executive Engineer
Months after commissioning the work, whichever is
earlier, in the opinion of the Executive Engineer,
the said work is found defective in any manner
whatsoever, the contractor shall forthwith, on
receipt of notice in that behalf from the Executive
Engineer, duly commence execution and
completely carry out at his cost in every respect all
the work that may be necessary for rectifying &
setting right the defects specified therein including
dismantling and reconstruction of unsafe
portions strictly in accordance with and in the
manner prescribed and under the supervision of the
Executive Engineer. In the event of the contractor
failing or neglecting to commence execution of the
said rectification work within the period prescribed
therefore in the said notice and / or to complete the
same as aforesaid as required by the said notice, the
Executive Engineer shall get the same executed
and carry out departmentally or by any other
agency at the risk on account and at the cost of the
contractor. The contractor shall forthwith, on
demand, pay to the Government the amount of such
costs, charges and expenses sustained or incurred
by the Government of which the certificate of
Executive Engineer shall be final and binding on
the contractor. Such cost, charges and expenses
shall be deemed to be arrears of land revenue and
on the event of the contractor failing or neglecting
to pay the same on demand as aforesaid without
prejudice to any other rights and remedies of the
Government; the same may be recovered from the
contractor as arrears of land revenue. The
Government shall also be entitled to deduct the
same from any amount which may then be payable
or which may thereafter become payable by the
Government to the contractor either in respect of
the said work or any other work whatsoever or
from the amount of security deposit retained by the
Government.
P.W.D. Resolution
No.CAT/1087/CR-
94/Bldg.2 Dt.14.06.1989
Clause 21:-
The contractor shall supply at his own cost all
material (except such special materials, if any, as
may, in accordance with the contract, be supplied
from the Department Stores) plant, tools,
appliances, implements, ladders, cordage, tackle,
scaffolding and any temporary works requisite or
Contractor to supply
plant, ladder, scaffolding
etc. and is liable for
damages arising from
non provision of lights
fencing etc.
99
Contractor No. of corrections Executive Engineer
proper for the proper execution of the work,
whether in the original, altered or substitute form
and whether included in the specification or other
documents forming part of the contract or referred
to in these conditions or not and which may be
necessary for the purpose of satisfying or
complying with the requirements of the Engineer-
in-charge as to any matter as to which under these
conditions he is entitled to be satisfied or which he
is entitled to require together with the carriage
therefore and from the work. The contractor shall
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 or
examination at any time and from time to time of
the work or the materials, failing which the same
may be provided by the Engineer-in-charge at the
expense of the contractor and the expense may be
deducted from any money due to the contractor
under the contract or from his security deposit or
the proceeds of sale thereof, or of a sufficient
portion thereof. The contractor shall provide all
necessary fencing and lights required to protect the
public from accident and shall also be bound to,
bear the expense of defense of every suit, action or
other legal proceeding, that may be brought by any
person for injury sustained owing to neglect of the
above precautions, and to pay any damages and
costs which may be awarded in any such suit action
or proceeding to any such person or which may
with consent of the contractor be paid for
compromising any claim by any such person.
Clause 21 A:- The contractor shall provide suitable scaffolds and
working platforms, gangways and stairways and
shall comply with the following regulations in
connections herewith -
(a) Suitable scaffoldings shall be provided for
Workmen for all works that cannot be safely
done from a ladder or by other means.
(b) A scaffold shall not be constructed, taken
down or substantially altered except.
(i) Under the supervision of a competent and
100
Contractor No. of corrections Executive Engineer
responsible person and
(ii) As far as possible by competent workers
possessing adequate experience in this kind
of work.
(c) All scaffolds and appliances connected
therewith and ladders shall -
(i) Be of sound material.
(ii) Be of adequate strength having regard to the
loads and strains to which they will be
subjected, and
(iii) Be maintained in proper condition.
(d) Scaffolds shall be so constructed that no part
thereof can be displaced in consequence of
normal use.
(c) Scaffolds shall not be over-loaded and so far
as practicable the load shall be evenly
distributed.
(f) Before installing lifting gear on scaffolds
special precautions shall be taken to ensure
the strength and stability of the scaffold.
Competent person shall periodically inspect
scaffold.
(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, take steps to ensure that it complies fully
with the regulations herein specified.
(i) Working platform, gangways stairways shall
(i) Be so constructed that no part thereof
can sag unduly or unequally.
(ii) be so constructed and maintained having
regard to the prevailing conditions as to
reduce as far as practicable risks of
persons tripping or slipping and
(iii) Be kept free from any unnecessary
obstruction.
(j) In the case of working platform, gangways,
working places and stairways at the height
exceeding 3 meters (to be specified)
(i) Every working platform and every
101
Contractor No. of corrections Executive Engineer
gangways 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 shall 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 excess
of persons or the transport or shifting of
materials be provided with suitable means to
prevent the fall of persons or materials.
(l) When persons are employed on roof where
there is a danger of talling from a height
exceeding 3 meters (To be prescribed)
suitable precautions shall be taken to prevent
the fall of persons or materials.
(m) Suitable precautions shall be taken to prevent
persons being struck by articles, which might
fall from scaffold or other working places.
(n) Safe means of access shall be provided to all
working platforms and other working places.
(o) The contractor (s) will have to make
payments to the laborers as per minimum
Wages Act.
Clause 21 B: -
The contractor shall comply with the following
regulations as regards the Hoisting Appliances to be
used by him:
(a) Hoisting machine and tackle, including their
attachments, anchorages and support shall
(i) be of good mechanical construction,
sound material and adequate strength and
free from patent defect, and
(ii) be kept in good repair and in good
working order.
(b) Every rope used in hoisting or lowering
materials or as a means of suspension shall
be of suitable quality and adequate strength
102
Contractor No. of corrections Executive Engineer
and free from patent defect.
(c) Hoisting machine and tackle shall be
examined and adequately tested after erection
on the site and before re-examined in position
at intervals to be prescribed by the
Government.
(d) Every chain, ring, hook, shackle, swivel and
pulley block used in hoisting or lowering
materials or as means of suspension shall be
periodically examined.
(e) Every crane driver or foisting appliance
operator shall be properly qualified.
(f) No person who is below the age of 18 years
shall be in control of any hoisting machine,
including any scaffold which, or give signals
to the operator
(g) In the case of every hoisting machine and of
every chain, ring, hook, shackle, swivel,
pulley 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 all gear referred
to in preceding regulation shall be plainly
marked with the safe working load.
(i) In the case of 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 of any
gear referred to in regulation above shall be
loaded beyond the safe working load except
for the purpose of testing.
(k) Motors gearing transmissions, electric wiring
and other dangerous parts or hoisting
appliances shall be provided with efficient
safeguards.
(1) Hoisting appliances shall be provided with such
103
Contractor No. of corrections Executive Engineer
means as will reduce to minimum and the risk
or the accidental decent of the load.
(m) Adequate precaution shall be taken to reduce
to a minimum the risk of any part of a
suspended load becoming accidentally
displaced.
Clause 22:-
The contractor shall not set fire to any standing
jungle, trees, brushwood or grass without a written
permission from the Executive Engineer. When
such permit is given, and also in all cases when
destroying out or dug up trees, bush wood, grass
etc. by fire the contractor shall, take the necessary
measures to prevent such fire spreading to or
otherwise damaging surrounding property. The
contractor shall make his own arrangement for
drinking water for the labour employed by him
Measure for prevention of
fire.
Clause 23:-
Compensation for all damages done intentionally or
unintentionally by contractor's labour whether in or
beyond the limits of Government 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
be appointed and the estimate of the engineer-in-
charge subject to the decision of the
Superintending Engineer on appeal 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 damages in the manner prescribed in
clause I or deducted by the Engineer-in-charge from
any sums that may be due or become due from
the Government to the contractor under this
contract or otherwise. The contractor shall bear the
expenses of defending any action or other legal
proceeding that may be brought by any persons for
injury sustained by him owing to neglect of
precautions to prevent the spread of fire and he shall
pay any damages and cost that may be awarded by
the court in consequence.
Liability of contractor for
any damage done in or
outside work area.
104
Contractor No. of corrections Executive Engineer
Clause 24: -
The employment of female labours on works in
neighborhood of soldier‟s barracks should be
avoided as far as possible. The contractor shall
employ the labor with the nearest employment
exchange.
Employment of female
labour
Clause 25: -
No work shall be done on a Sunday without the
sanction in writing of the Engineer-in-charge.
Work on Sunday
Clause 26: -
The contract 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 so to do, or become insolvent
or commence any proceeding to get himself
adjudicated and insolvent or make any composition
with his creditors, or attempt so to do or if bribe,
gratuity, gift, load, perquisite 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 person in the employ of Government,
in any way relating to his office or employment or
in any way relating to his officer 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 thereupon by notice in
writing rescind the contract, and the security deposit
of the contractor shall thereupon stand forfeited and
be absolutely at the disposal of government, and the
same consequences shall ensure if the contract had
been rescinded under clause 3 hereof and in
addition the contractor shall not be entitled to
recover or be paid for any work therefore 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 office or if
contractor becomes
insolvent.
Clause 27: -
All sums payable by a contractor by way of
compensation under any of these conditions shall be
considered as a reasonable compensation to be
Sum payable by way of
compensation to be
considered as reasonable
105
Contractor No. of corrections Executive Engineer
applied to the use of government without reference
to the actual loss or damage sustained, and whether
any damage has or has not been sustained.
compensation without
reference to actual loss.
Clause 28: -
In the case of tender by partners, any changes in the
constitution of a firm shall be forthwith notified by
the contractor to the Engineer-in-charge for his
information.
Changes in the
constitution of firm 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 Superintending
Engineer of the Circle, 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 from
time to time carried on.
Direction and control of
the Superintending
Engineer..
Clause 30: -
Except where otherwise specified in the contract
and subject to the powers delegated to him by
Government under the Code, rules then in force, the
decision of the Superintending engineer of the
Circle 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, design, drawings, and instructions,
hereinbefore mentioned and as to the quality or
workmanship or materials used on the work, or as
to any other question, claim, right, matter, or thing
whatsoever, if any way arising out of, or relating to
the contract, designs, drawings, specifications,
estimates, quantities, instructions, orders, or these
condition, 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.
(2) The contractor may within thirty days of
receipt by him of any order passed by the
Superintending Engineer of the Circle as aforesaid
appeal against it to the Chief Engineer concerned
Decision of the
Superintending Engineer
to be final
106
Contractor No. of corrections Executive Engineer
with the contract work project, provided that
(a) The accepted value of the Contract exceeds
Rs.10 Lakhs (Rs.Ten Lakhs).
(b) Amount of claim is not less than Rs.1
Lakh (Rupees One Lakh.).
(3) If the contractor is not satisfied with the order
passed by the Chief Engineer as aforesaid, the
contractor may, within thirty days of receipt by him
of any such order, appeal against it to the concerned
secretary, Water Resources Department whom, if
convinced that prima - facie the contractor's claim
rejected by Superintending Engineer Chief Engineer
is not frivolous and that there is some substance in
the claim of the contractor as would merit a detailed
examination and decision by the Standing
Committee, shall put up to the Standing Committee
at Government level for suitable decision.
Clause 31:-
The contractor shall obtain from the Water
Resources Department stores, all stores and articles
of European or American manufacture which may
be required for the work, or any part thereof or in
making up any articles required therefore 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 may be supplied
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, they
shall be debited to him at cost price which for the
purpose of this contract shall include the cost of
carriage and all other expenses whatsoever, which
shall have been incurred in obtaining delivery of the
same at the stores aforesaid
Stores of European of
American manufacture
to be obtained from
Govt.
Clause 32:-
When the estimate on which a tender is made
includes lump sum in respect of parts of the wok,
the contractor shall be entitled to payment in respect
of the items of wok involved or the part of the work
Lump sums in estimates.
107
Contractor No. of corrections Executive Engineer
in question at the same rates as are payable under
this contract for each items, or if the part of work in
question is not in the opinion of the Engineer-in-
charge capable of measurement, the Engineer-in-
charge may at his discretion pay the lump sum
amount entered in the estimate and the certificate in
writing of Engineer-in-charge shall be final and
conclusive against the contractor with regards to
any sum or sums payable to him under the provision
of this clause
Clause 33:- In the case of any class of work for which there is
no such specification as is mentioned in rule I, such
work shall be carried out in accordance with the
Divisional specifications, and in the event of there
being no Divisional specification, then in such case
the work shall be carried out in all respect in
accordance with all instructions and requirement of
the Engineer-in-charge.
Actions where no
specification
Clause 34:-
The expression 'work' or 'works' 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
works contracted to be executed under or in virtue
of the contract, whether temporary or permanent
and whether original altered substituted or
additional
Definition of work.
Clause 35:-
The percentage referred to in the tender shall be
deducted from/added to the gross amount of the bill
before deducting value of any stock issued.
Contractor‟s percentage
whether applied for net or
gross amount of bill.
Clause 36: -
All quarry fees, royalties, octroi dues and ground
rent for stacking materials, if any should be paid by
the contractor, which will not be reimbursed by the
Department.
Quarry fees and royalties.
Clause 37:-
108
Contractor No. of corrections Executive Engineer
The contractor shall be responsible for and shall pay
any compensation to his workmen payable under
the Workmen's Compensation Act, 1923 (VII of
1923), for injuries caused to the workmen. If such
compensation is payable/paid by Government as per
the principle under Sub-section (1) of section 12 of
the said Act on behalf of the contractor, it shall be
recoverable by Government from the contractor
under sub-section 20 of the said section. Such
Compensation shall be recovered in the manner laid
down in clause 1 above.
Compensation under
workmen‟s Compensation
Act
Clause 37 A: -
The contractor shall be responsible for and shall pay
the expenses of providing medical aid to any
workmen who may suffer a bodily injury as a result
of an accident. If such expenses are incurred by
Government, the same shall be recoverable from the
contractor other remedy of forthwith and be
deducted without prejudice to any other remedy of
Government from any amount due or that may
become due to the contractor.
Clause 37 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, and
shall maintain the same in condition suitable for
immediate use at any time and shall comply with
the following regulations in connection therewith.
(a) The workers shall be required to use the
equipment so provided by the contractor and the
contractor shall take adequate steps to ensure proper
use of the equipment 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 C :-
109
Contractor No. of corrections Executive Engineer
The contractor shall duly comply with .the
provisions of the Apprentices Act, 1961 (III of
1961) the rules made there under and the orders that
may be issued from time to lime under the Act the
said rules and on his failure or neglect to do so, he
shall all be subject to all the liabilities and penalties
provided by the said Act and said Rules. (Govt.
circular No. PWD H.O. CAT-6076-3336/ (440)
Bldg.-2 dated 16/08/1985.)
Clause 38: -
(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 or estimate.
(2) Quantities in respect of the several items shown
in the tender are approximate and no revision in the
tendered rate shall be permitted in respect of any
of the items so long as, subject to any special
provision contained in the specifications prescribing
a different percentage of permissible variation, the
quantity of the item does not exceed the tender
quantity by more than 25% and so long as the value
of the excess quantity beyond this limit at the
rate of the item specified in the tender is not
more than Rs.5000.
3) The contractor shall, if ordered in writing by the
Engineer-in-charge to do so, also carry out any
quantities in excess of the limit mentioned in sub-
clause thereof on the same conditions as and in
accordance with the specifications in the tender and
at the rates (i) derived from the rates entered in the
current schedule of rates and in the absence of
such rate, (ii) at the rate prevailing in the market,
the said rates being increased or decreased, as the
case may be by the percentage which the total
tendered amount bears to the estimated cost of the
work as put to tender based upon the schedule of
rates applicable to the year in which the tenders
were invited. For the purpose of operation of this
clause, this cost shall be taken to be Rs.
2,55,34,893/- Two Crore Fifty Five lakh Thirty
four Thousand Eight hundred Ninety Three
only
Claim for quantities
entered in the tender on
estimates.
110
Contractor No. of corrections Executive Engineer
(4) Claims arising out of reduction in the tendered
quantity of any item beyond 25% will be governed
by the provision of clause 15 only when the amount
of such reduction beyond 25 percent at the rate of
the item specified in the tender is more than
Rs.5000/-.
(5) There shall be no change in the rate if the
excess in quantity is less than or equal lo 25% of
the tender quantity. Also there should be no change
in the rate if the quantity of work done is more than
125% of the tendered quantity, but the value
of the excess work at the tendered rates does not
exceeds Rs.5000/-.
(6) The quantities to be paid at tendered rate
shall include:
(a) Tendered quantity, plus
(b) 25% excess of the tendered quantity or the
excess quantity of the value of Rs.5000/- at the
tendered rates whichever is more.
(c) The clause is not applicable to extra items.
Clause 39:-
The contractor shall employ any famine, convict or
other labor of a particular kind or class if ordered in
writing to do so by the Engineer-in-charge.
Employment of famine
labor etc.
Clause 40: -
No compensation shall be allowed for any delay
caused in the starting of the work on account of
acquisition of land or in the case of clearance
works, on account of any delay in according
sanction to estimates.
Claim for compensation
for delay in starting the
work.
Clause 41:-
No compensation shall be allowed for any delay in
the execution of the work on account of water,
standing in borrow pits or compartments. The rates
are inclusive for hard or cracked soil excavation in
mud, subsoil, water standing in borrow pits and no
claim for an extra rate shall be entertained, unless
otherwise expressly specified.
Claim for compensation
for delay in execution of
the work
Clause 42:-
The contractor shall not enter upon or commence
111
Contractor No. of corrections Executive Engineer
any portion of work except with the written
authority and instructions of the Engineer-in-charge
or of his subordinate in charge of the work. Failing
such authority the contractor shall have no claim to
ask for measurements for or payment for work.
Entering upon or
commencing any portion
of work
Clause 43: -
(i) No contractor shall employ any person
who is under the age of 18 years.
(ii) No contractor shall employ donkeys or other
animals with breaching of string or thin rope.
The breaching must be at least three inches
wide and should be of tape (Nawer).
(iii) No animal suffering from sores, lameness or
emaciation or which is immature shall be
employed on the work.
(iv) The Engineer-in-charge or his agent is
authorized to remove from the work any
person or animal found working which does
not satisfy these conditions and no
responsibility shall be accepted by
Government for any delay caused in the
completion of the work by such removal.
(v) The contractor will have to make
payments to the labourers as per wages
permitted by the minimum wages Act.
(vi) Contractor shall provide drinking water
facilities to the workers. Similar amenities
shall be provided to the workers engaged on
large work in urban areas.
(vii) The contractor should take precautions
against accidents, which take place on
account of labour using loose garments labor
while working near machinery.
Minimum age of person,
employment of donkeys
and/or other animals and
the payment of fair wages.
Clause 44: -
Payment to contractors shall be made by cheque
drawn on any treasury within the division
convenient to them, provided the amount exceeds
Method of payment.
112
Contractor No. of corrections Executive Engineer
Rs.10/-. Amounts not exceeding Rs.10/- will be
paid in cash.
Clause 45: -
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 46: -
If Government declares a state of scarcity or famine
to exist in any village situated within 10 miles of
the work, the contractor shall employ upon such
parts of the 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 this duty in writing to
be in need of relief and shall be bound to pay to
such person wages not below the minimum which
Government may have fixed in this behalf. Any
disputes which may arise in connection with the
implementation of this clause shall be decided by
the Executive Engineer whose decision shall be
final and binding on the contractor.
Clause 47: -
The price quoted by the contractor shall not in any
case exceed the control 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, the controlled prices or price
permissible under the provisions of Hoarding and
Profiteering Prevention Ordinances, 1948 as
amended from time to time if the price quoted
exceeds the controlled price or the price permissible
under Hoarding and Profiteering Prevention
Ordinance, the contractor will specifically
mention this fact in his tender along with the
reasons for quoting such higher prices. The
purchaser at his discretion will in such case exercise
the right of revising the price at any stage so as to
conform with the controlled prices as 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.
Employment of scarcity
labour.
113
Contractor No. of corrections Executive Engineer
Clause 48: -
The rates to be quoted by the contractor must be
inclusive of sales tax. No extra payment on this
account will be made to the contractor.
Clause 49:-
In case of materials that may remain surplus with
the contractor from those issued for the work
contracted for, the date of ascertainment of the
materials being surplus will be taken as the date of
sale for the purpose of sales tax and the sales tax
will be recovered on such sale.
Clause 50:-
The contractor shall employ at least 80% of the
total number of the unskilled labour to be employed
by him on the said work only from locally available
labor and shall give preference to those persons
enrolled under Maharashtra Government
Employment and Self Employment department's
Scheme.
Provided, however, that if the required number of
unskilled labour are not available locally, the
contractor shall in the first instant employ such
number of person as is available and thereafter may
with previous permission in writing of the
Engineer-in-charge of the said work, obtain the rest
of requirement of unskilled labour from outside the
above scheme. (Government of Maharashtra B &
C Dept. Resolution No. (CAT-1097/478/
Bldg-2 dt.23/03/1998.
Clause 51:-
Wages to be paid to the skilled and unskilled
labours engaged by the contractor
(1) A Contractor shall comply with the
provision of the Apprentice Act, 1961 and the rules
and order issued there under from time to
time, if he fails to do so, his failure will be a
breach of the contract and the Superintending
Engineer may, in his discretion, cancel the
contract. The contractor shall also be liable for any
pecuniary liability arising on account of any
violation by him of the provision of the act. The
contractor shall pay the laborers skilled and
Wearing of loose
clothes prohibition
114
Contractor No. of corrections Executive Engineer
unskilled according to the prescribed wages by the
Minimum Wages Act applicable to the area in
which the work lies.
(2) The contractor to take precautions against
accidents which take place on account of using
loose garments by labours while working
near machinery.
Clause 52:-
All amounts whatsoever which the contractor is
liable to pay to the Government in connection with
the execution of the work including the amount
payable in respect of (i) materials and or stores
supplied/issued hereunder by the Government to the
contractor (ii) hire charges in respect of heavy plant,
machinery and equipment given on hire by the
Government to the contractor for execution by him
of the work and/or on which advances have been
given by the Government to the contractor shall be
deemed to be arrears of the land revenue and the
Government may without prejudice to any other
rights and remedies of the Government recover the
same from the contractor as arrears of Land
Revenue.
Clause 53: -
The contractor shall duly comply with all the
provisions of the Contract Labor (Regulation and
Abolition) Act, 1970 (Act No. 37 of 1970) and
the Maharashtra Contract Labor (Regulation and
Abolition) Rules, 1971 as amended from time to
time
and all other relevant statutes and statutory
provisions concerning payment of wages
particularly to the workmen employed by the
Contractor and working on the site of the work. In
particular the Contractor shall pay wages to each
worker employed by him on the site of the work at
the rates prescribed under the Maharashtra Contract
Labor (regulation and Abolition) Rules, 1971. If the
Contractor fails or Neglects to pay wages at the said
rates or makes short payment and Government
makes such payment of wages in full or part thereof
less paid by the Contractor as the case may be, the
amount so paid by the Government to such workers
P.W.D. No. CAT
/284(120)/Building 2
dated 14.08.83
115
Contractor No. of corrections Executive Engineer
shall be deemed to be arrears of Land revenue and
the Government shall be entitled to recover the
same as such amount from the Contractor or deduct
the same from the amount payable by the
Government to the Contractor hereunder or from
any other amount payable to him by the
Government.
Clause 54: -
Th The tendered rates are inclusive of all taxes, rates
and cesses and are also inclusive of the tax
leviable tax in respect of sell by transfer of
property in goods involved in the execution of
works contract under the provision of rule 58 of
Maharashtra Value added tax Act 2005 for the
purpose of levy of tax.
M VAT TAX
Clause 55:-
(a) The anti-malaria and other health measures
shall be as directed by the Joint Director
(Malaria and Filaria) of Health Services,
Pune.
(b) The Contractor shall see that
mosquitogenic conditions are not created so
as to keep vector population to minimum
level.
(c) The Contractor shall carry out anti-malaria
measures in the area as per guidelines
prescribed under National Malaria Eradication
Programme and as directed by the Joint
Director (Malaria and Filaria) of Health
Services, Pune.
(d) In case of default in carrying out
prescribed anti-malaria measures resulting in
increase in malaria incidence, contractor shall
be liable to pay to Government the amount
spent by the Government on anti-malaria
measures to control the situation in addition to
fine.
(e) The contractor shall, make sufficient
arrangements for draining away the sewerage
water as well is water coming from the
116
Contractor No. of corrections Executive Engineer
bathing and washing places and shall dispose
off this water in such a way as not to cause
any nuisance. He shall also keep the premises
clean by employing sufficient number of
sweepers. The Contractor shall comply with
rules, regulation, byelaws and directions
given from time lo time by any local or
public authority in connection with this
work "hall pay fees or charges, which are
livable on him without any extra cost to
Government. (Govt. circular No. CAT-1 086/
CR-243 /Desk/ Building 2 dt l.9.1987)
(f) In view of the difficult position regarding
availability of the foreign exchange it will not
be realized by the Department to the
purchaser of the plant and machinery require
for the execution of work contracted for.
Clause 56:-
The contractor shall make arrangements to supply
fuel for domestic use to all the labours engaged on
the site and prevent labours from cutting trees for
the purpose of fuel. Is the contractor‟s labours town
to cut the trees, the contractor shall be held
responsible for the same and should be punished as
per the provision in the Forest (Conservation) Act
1980
Supply of fuel
Clause 57:-
The contractor shall dully comply with all the
provisions of the Maharashtra State Tax on
professions and trades Callings and employment
Act 1975 [see Rule 3(2)]. The contractor shall
obtain certificate of registration under this act and
should produce the corporation/ Department the
clearance certificate as and when demanded.
Clause 58:-
Wages to be paid to the skilled and unskilled
labours engaged by the contractor. The contractor
shall pay the labours skill and unskilled according
to the wages prescribe by the minimum wages Act
1948 applicable to the area in which the work of the
contractor is located.
Clause 59:-
117
Contractor No. of corrections Executive Engineer
Deduction of income tax at 2% or as applicable
from time to time of the value of the work will be
made from the contractor‟s R.A. bills and
surcharge as applicable on Income Tax will be
deducted.
Wages as per minimum
wage Act 1948
Clause 60:-
The contractor shall take out necessary Insurance
Policy/ policies so as to provide adequate insurance
cover for execution of the awarded contract from
the Director of Insurance, Maharashtra , Mumbai
400051 only.
Its postal address for correspondence is „264,
MHADA, Opp. Kalanagar, Bandra, Mumbai-
400051. ( Tel. No. 26438403, Fax No.
26438461/26438690). Insurance policy/policies
taken out t\from any other company will not be
accepted. However, the contractor desire to effect
insurance with the local office of any insurance
company, the same should be under the Co-
Insurance the policy taken out by the contractor is
on Co-Insurance basis ( G.I.F. 60% and Insurance
Company 40% ) the same will be accepted and the
amount of premium calculated by the Director of
Insurance will be recovered directly from the
amount payable to the contractors for the executed
contract work which may be noted.
Condition relating to
Insurance
Clause 61:-
The successful tendered shall produce to the
construction of Competent authority accepting the
tender in a valid and current license issued in his
favour under the provision of contract labour
(Resolution and Abolition) Act 1970 and
Maharashtra Contract (Resolution & Abolition) Act
1971 before signing the contract. On failure to do
so the acceptance of additional earnest money
deposited if any will be forfeited to Irrigation
Department / Corporation.
Labour Contract
118
Contractor No. of corrections Executive Engineer
Clause 62:-
The workers welfare cess 1% will be recovered
from the bill as per Govt. Marathi GR No.
BCA/2009/pra.No.108/Kamgar-7 (A) dated
17/06/2010.
119
Contractor No. of corrections Executive Engineer
SCHEDULE “A” SCHEDULE OF MATERIALS
Name of Work :- Renovation bund work of Annapurna Kharland scheme Tal Roha Dist.
Raigad.@ ch. 0 m.to 3540 m. & Sluice Gate @ Ch. 960 m., 2100 m. & 3540 m.
Schedule showing (approximately) the materials from the stores for the work
contracted to be executed and the rates at which they are to be charged for:
Sr.No
Particulars
Quantity
(Approximately)
Required
Unit Rate
in Rs.
Remarks
NIL
120
Contractor No. of corrections Executive Engineer
121
Contractor No. of corrections Executive Engineer
SCHEDULE “B”
Renovation bund work of Annapurna Kharland scheme Tal Roha Dist. Raigad.@ ch. 0 m. to 3540 m. & Sluice Gate @ Ch. 960 m., 2100 m. & 3540 m.
Sr.
No.
Quantity
Estimated (may be
more or less)
Item of Work Estimated Rates Unit Total Amount
according to
Estimated
Quantities In Figure In Word
1 57984.36 Item No.1:- Cleaning and removing grass
bushes and shrubs etc. stacking the stuffs
up for all leads and lifts, etc. complete.
4.70 Rs. Four and paisa seventy
only.
Square Meter. 272526.49
2 Item No.2:- Excavation in soil / soft
murum / lime shadu exceeding 1.50 m. in
width including depositing the material as
directed for all leads and lifts including
dressing etc. complete.
7357.69
For “C” Work 49.15 Rs. Forty nine and paisa
fifteen only.
Cubic Meter. 361630.46
1398.72 For F.R.H.T. Works 129.40 Rs. One hundred twenty nine
and paisa forty only.
Cubic Meter. 180994.37
3 Item No.3 :- Constructing embankment for
Hearting Zone with selected material from
barrow area including transporting the
material with leads of 15 m. and lifts upto
1.50 m. laying in layers, leveling,
spreading, breaking clods including
watering etc. complete.
45281.16 For “C” Work (Wet condition) 155.10 Rs. One hundred Fifty five
and paisa ten only.
Cubic Meter. 7023107.92
122
Contractor No. of corrections Executive Engineer
4.
Item No.4 :- Constructing embankment for
Hearting Zone with selected material from
barrow area including transporting the
material with leads of 15 m. and lifts upto
1.50 m. laying in layers, leveling,
spreading, breaking clods including
watering etc. complete.
19406.21 For “C” Work (\dry condition) 169.25 Rs. One hundred sixty nine
and paisa twenty five only.
Cubic Meter 3284501.04
7690.90 For F.R.H.T. Works 159.20 Rs. One hundred fifty nine
and paisa twenty only.
Cubic Meter 1224391.28
5 6563.09 Item No. 5 :- Constructing embankment
for Casing Zone with selected material
from borrow area including transporting the
material with all leads & lifts laying in
layers, leveling and dressing the bank work
including watering etc complete.
198.80 Rs. One hundred ninety eight
and paisa eighty only.
Cubic Meter. 1304742.29
6 Item No. 6 :- Providing and laying dry
stone pitching 20 CM thick to side slopes
embankment including dressing the bank
work with all leads and lifts, etc. complete.
24543.85 A) from borrow area 133.10 Rs. One hundred thirty three
and paisa ten only.
Square Meter. 3266786.44
10518.80 B) From Available material 50.85 Rs. Fifty and paisa eighty five
only.
Square Meter. 534880.98
7 67.50 Item No.7 :- Providing & constructing
down stream rock toe with 15 to 23 cm.
rubble stone of approved quality from
borrow area with hand packing including
all leads and lifts.
469.95 Rs. Four hundred sixty nine
and paisa ninety five only.
Cubic Meter. 31721.63
123
Contractor No. of corrections Executive Engineer
8 113.83 Item No.8:- Providing and laying in situ of
grade M - 200 (1:1.5:3) controlled
reinforced cement Concrete of trap metal
for raft slab etc. including "V" haunches
form work, scaffolding, compaction by
vibrating,finishing curing etc.& Centering
(excluding dewatering by means of pumps)
including complete( Upto 5 m height)-
excluding reinforcement.
418.90 Rs. Four hundred eighteen
and paisa ninety only.
Cubic Meter. 47683.39
9 186.70 Item No.9- Dismantling carefully the
existing structure of stone masonry in
cement or Lime Morter, including sorting
out serviceable materials and stacking the
dismantled material with all lead and lifts
neatly as directed etc. complete.
339.35 Rs. Three hundred thirty nine
and paisa thirty five only.
Cubic Meter 63356.65
10 28400.00 Item No.10:- Dewatering for Abutment,
Returns, Piers, Raft, Cut of walls, Toe wall,
Apron in perennial river or stream
including diversion of stream providing
coffer dams, bunds etc. as may be
necessary for foundation and other parts of
work and bailing out and / or pumping out
water below the actual initial natural water
level during execution of all item of
construction as required (from start of that
particular component till completion of
bridge) including all leads and lifts etc.
complete.
18.90 Rs. Eighteen and paisa ninety
only.
Cubic Meter 536760.00
11 1334.50 Item No.11:- Providing rubble of trap/
granite/ quartzite/ gneiss stone of approved
quality in foundation including hand
packing filling gravel of sand in the voids
etc. complete.
616.55 Rs. Six hundred sixteen and
paisa fifty five only.
Cubic Meter. 822785.98
12 71.60 Item No.12:- Providing and laying in situ
PCCM-15 cement concrete of trap/ granite/ 4114.30 Rs. Four thousand one
hundred fourteen and paisa
Cubic Meter. 294583.88
124
Contractor No. of corrections Executive Engineer
quartzite/ gneiss metal in foundation,
including necessary bailing out water,
compacting and curing, (excluding
dewatering by pump).
thirty only.
13 190.94 Item No.13 - Providing and laying in situ
R.C.C.M-20 controlled reinforced cement
concrete of trap metal for raft slab
including ''v'' haunches, formwork,
scaffolding, compaction by vibrating,
finishing curing, etc. complete. (Excluding
reinforcement )
5252.90 Rs. Five thousand two
hundred fifty two only and
paisa ninety only.
Cubic Meter. 1002988.73
14 163.57 Item No.14:- Providing & laying in situ
R.C.C. M-20 cement concrete of trap/
granite/ quartzite/ gneiss metal for cast in
citu R.C.C. solid piers, column etc.
including provision of "V" shaped false
joints to form suitable panels on the faces
to approve design with compacting by
vibrating and curing complete, including
formwork centering (excluding dewatering
by means of pump) and including bailing
out water and curing, (upto 5.00 m. height
) ( Excluding reinforcement)
5144.20 Rs. Five thousand one
hundred forty four and paisa
twenty only.
Cubic Meter. 841436.79
15 8.10 Iten No. 15:- Providing and cutting
bending, hooking, laying in position and
laying HYSD bars for reinforcement as per
detailed drawings for R.C.C. work
6584.90 Rs. Six thousand five hundred
eighty four and paisa ninety
only.
Cubic meter 53337.69
16 31.73 Item No.16 :- Providing and cutting
bending, hooking, laying in position and
tying HYSD bars for reinforcement as per
detailed drawings for R.C.C. work.
64261.40 Rs. Sixty four thousand two
hundred sixty one and paisa
forty only.
M.T. 2039014.22
17 31.73 Item No.17 :- providing & applying
anticorrosive treatment for MS & TOR
steel reinforcement as per cement polymer
composite coating (CPCC) method
8555.40 Rs. Eight thousand five
hundred fifty five and paisa
forty only.
Cubic Meter 271462.84
125
Contractor No. of corrections Executive Engineer
developed by CECRI including cleanihg
the bar by means of any established
mechanical or manual method for removing
the rust and deletious matter,applying rapid
setting primer and cement polymer sealing
coat of approved and licensed by CECRI
including redoing the process if damaged
occur during handling stacking
etc.complete as directed by the Engineer in
charge (With prior approval of S.E. is
essential)
18 25.50 Item No.18 :- Providing & fixing
polipropelyne glass lined
F.R.P.Rectangular gate Including fixing
with a - lead of 15 m. and lift 1.5 m. etc
28476.55 Rs. Twenty eight thousand
four hundred seventy six and
paisa fifty five only.
Square Meter. 726152.03
19 1920.00 Item No.19 :- Providing and laying dry
stone masonry (Groyness) excluding
pointing etc. complete.
703.15 Rs. Seven hundred three and
paisa fifteen only.
Cubic Meter 1350048.00
Total Rs……… 2,55,34,893.10
Say Rs…………………………… 2,55,34,893/-
126
Contractor No. of corrections Executive Engineer
GENERAL SPECIFICATIONS
1. DEFINITION:
1.1 Soft - Strata This shall include all kinds of rock or shale, indurate clay, soil, silt, sand and
gravel, soft and hard murrum and any other material which can best be
removed with a shovel after loosening with a pick and/or bar. It shall also
include isolated boulders upto 0.1 cubic meter each which do not need
blasting and could be removed with a pick, bar and shovel.
At the change of the strata the contractor shall inform the Department in
writing before proceeding work of excavation in hard strata. The
Engineer-in-charge may their upon cause to take levels of finished
excavation in the soft strata. Safety of excavation: Before any work of excavation for foundation is taken upon all loose rock
sand, semidetached rock, it or close to the area to be excavated that is liable to
fall or otherwise endanger the workmen on the project shall be stripped. The
methods employed shall be such that it will not shatter any rock that was
originally sound or any soft material not requiring removal, as contemplated
therein, but which may later become loosened or unstable shall be promptly
and satisfactorily removed. The cost of such clearing shall be deemed to
have been included in the unit rates accepted under the different item of
excavation and upto pay lines. Shoring and strutting slopes:-
Maintenance of excavation slopes:-
Any shoring and strutting required during construction shall be deemed to be
covered by the rates quoted for the items. The contractor shall be responsible for the accuracy of the excavated slopes.
If in any particular locations, the contractor considers it necessary in
the interest of safety to provide berms he shall forthwith bring the same to
the notice of the Engineer-in-charge by prior written order, which will be
paid for at the rates accepted for the particular class of material. Slips Every precaution shall be taken to prevent slips. But should slips occur, the
slipped material shall be removed to slopes as directed. No
compensation shall be paid to the contractor because of mishaps arising out
of slips.
127
Contractor No. of corrections Executive Engineer
1.2 Hard Strata: This includes all rock occurring in masses which could best be removed by
blasting where such blasting is permissible. It shall also include rock which
owing to the proximity of buildings and for any other reasons has to be cut by
means of chisel or wedges. It shall also include boulders in mass or isolated
boulders over 0.1 cubic meter each which require blasting or wedging and
breaking for easy removal.
2.0 Slopes admissible for various strata 2.1 Soft Strata:
The slopes allowable in this strata will be ½ : 1 (horizontal
: Vertical) side of cut will be governed by requirements of stability.
2.2 Hard Strata: The slopes allowable in this strata for the sides are 1/8 : 1 (Horizontal
: Vertical) for payment of this strata.
3.0 General specifications for excavation: 3.1 Clearing Site:
Unless otherwise explicitly provided for the item of clearing site as given
below will be considered as included in the item of the excavation. 3.2 Removal of Rubbish: The area to be occupied by the bund and its appurtenant work etc. shall be
cleared of all trees, roots stumps, decayed timber bush rubbish and all other
objectionable materials. Trees and dismantled material shall be the property
of the Government.
All trees fallen and all materials from dismantled structure shall be the
property of the Government and shall be stacked in a suitable place as
directed by the Engineer-in-charge or his representative. 3.3 Disposal of waste materials:
Waste material from bunds site decided as such by the Engineer-in- charge
obtained from clearing operation or excavation shall be burnt or removed
immediately and deposited in the upstream at such places and in the manner
directed by the Engineer-in-charge in order to avoid unsightly appearance.
128
Contractor No. of corrections Executive Engineer
4.0 Stone 4.1 Quality:
All stones used on the work under these specifications shall be obtained from
quarries approved by the Engineer-in-charge. The stone shall be sound,
tough and of durable quality and shall be free from decays and holes, vein,
flaws, cracks or other defects. 4.2 Size:
The dimensions of the stones to be used shall not be less than 20 to 25 cms.
On any face. Only stones weighing between 25 to 50 kgs. Shall be allowed to
be used. 4.3 Test for good stones: While approving any quarry for stone besides satisfyingthe
specification mentioned in paras above it shall be seen that the stone
obtained shall be such as will not absorb water more than 1 % of its own dry
weight after keeping it under water for 24 hours.
Laterite stone should be compact in texture streaked colours prevailing it
should not be very unevenly distributed. Those types in which white clay
occurs should not be used. Laterite stones exposed to weather to harden for a
considerable time should be preferred. It should not be used where subject to
great pressure and liable to be soaked with water. 5.0 Sand 5.1 Source and Size:
Sand used for mortar shall be either natural river sand, creek sand or crushed
trapped stone or mixtures of both in specified proportion. The maximum
size be limited to 5 mm. 5.2 Quality:
The sand shall consist of hard, dense, durable, uncoated siliceous gritty
materials obtained from rock fragments. It shall be free from injurious
amounts of dust, lumps, soft and flaky particles, shale‟s, alkali, organic
matter, loam, mica and other deleterious substances. The maximum
percentage of deleterious substances in the sand as delivered for use in
mortar shall not exceed the following values.
Percentage of Weight: Materials passing No. 200 sieve B.S. or I.S.No.8 4 %
129
Contractor No. of corrections Executive Engineer
average opening 0.0029
Shale 1 %
Clay Lumps 1 %
Coal 1 %
Total of other deleterious substances such as 2 %
alkali, mica coated grains, soft and flaky
particles.
The sum of the percentage of all deleterious substances shall not exceed
5 % by weight. The sand shall free from injurious amounts of organic
impurities. Sand producing of colour darker than the standard in
colorimetric test for organic impurities shall be rejected.
5.3 Mechanical Analysis: The sand shall be well graded and the sieve analysis shall conform to the
following limits of gradation.
Sieve No.
A.S.T.M
Equivalent
I.S.S
Cumulative
percentage by
weight retained on
sieve 3
/
8
3/8 Nil
4 480 0 to 8
8 240 10 to 25
1
6
120 25 to 45
3
0
60 50 to 70
5
0
30 75 to 90
1
0
0
13 90 to 97
5.4 Fineness Modulus
The sand shall have fineness modulus ranging between 2.60 and 3.00. The modulus shall be computed by adding cumulative percentage of sand retained on the 6th
standard screens from No. 4 to No. 100 both inclusive
(A.S.T.M. standard) or (480, 240, 120, 60, 30 and 15 sieves of the I.S. Designation) and dividing the sum by 100. Any deviation from the specification in respect of the gradation and the fineness modulus shall not be permitted without the permission of the Engineer-in-charge.
6.0 Mix Variation:
In case the ratio of cement to total aggregate is modified by changing the
cement under specific orders of the Executive Engineer-in-charge. The
130
Contractor No. of corrections Executive Engineer
contractor shall be paid increased or reduced rate according to the
variation in the cost of cement resulting from change in mix proportion,
calculated as per table given below. The variation in cost of cement will be calculated according to the rate of
cement as specified in the schedule „A‟ and the change in the
requirements of cement by weight per cubic meter volume of concrete as
determined by the following table.
VARIOUS GRADES OF CEMENT CONCRETE
Class
Nominal
Mix
Grade
Of equival
ent
L.S.S. mix
Cement
contents in
kg/cum.
(bags)
Maximum
size of
aggregate
in mm.
lump in
mm.
Stipulated Strength in 15
cm. cube
Indicative
probable
location foe
use.
Preliminary
test of
28 days
kg/sq.c m
Work
test of
7 days
kg/sq.
cm
Work
test of
28 days
kg/sq.c m
1 2 3 4 5 6 7 8 9
1:2:4 M-150 380 (7.6) 20 200 100 150
1:2:4 M-150 -- 40 200 100 150
1:3:6 M-100 235.5
(4.71)
40 100 100 100
7.0 Slump Test for concrete:
In order to test the consistency of the mixed concrete, slump test shall have
to be taken by contractor when required by the Engineer-in-charge and as per
the Indian Standard Specifications. The allowable slump shall be decided by
the Engineer-in-charge, depending upon the location of the concrete. 8.0 Cement:
Cement obtained by the contractor shall confirm to specification by the
I.S.Institute (Vide their Sp.No.I.S. 8112 of 1989 for Portland cement) 9.0 Water: 9.1 Quality:
Water used for making mortar or curing shall be of potable grade and
reasonably clean and free from objectionable quantities of silt, organic
matter, alkali, salts and other injurious materials.
131
Contractor No. of corrections Executive Engineer
9.2 Turbidity permissible:
The turbidity of water for mixing mortar shall not be more than 50 part per
million and shall preferably be as low as possible. 10.0 Mortar General: 10.1 Mode of mixing:
Mortar shall be obtained by thoroughly mixing in mechanically worked mixer
or mills, the constituents being in the specified proportions. If the mortar
mixing by manual labour is permitted by the Engineer-in-charge. T shall be
mixed only on large size M.S. Sheets and after taking precautions
against contamination with foreign materials. 10.2 Specification for ingredients:
It shall be seen that the ingredients going from finished product of mortar
comply individually with the specification separately laid out for each of
them. 10.3 Time for use:
Mortar shall be used in masonry within the time specified for the initial set or
as directed in the detailed specifications. 10.4 Proportions of ingredients:
The Proportions of ingredients mentioned in the schedule „B‟ for each type
of mortar are proportions for only the nominal mixes. The criteria governing
the mix will be the strengths specified and the actual proportions of
the ingredients to give the requisite strength shall be determined by
experiments. 10.5 Strength:
The minimum compressive strength of mortar used in any part of
masonry shall not less than 53.5 kg/sq.cm and that in tension not less than
10.7 kg/sq.cm at the end of 28 days in the case of cement mortar. 11.0 Coarse Aggregate:
11.1 Coarse Aggregate for concrete shall consist of hard, dense, durable
uncoated, crushed rock and shall be free from injurious amounts of soft
feeble, thin elongated or laminated pieces, alkali, organic matter or other
deleterious substances. Flakey and weathered stones shall not be used.
Aggregate shall be tested in accordance with teat prescribed in I.S.516-
59 and 1299-59 or subsequent revision. Use of gravel fraction left
behind after sieving river sand shall be permitted in the blending of coarse
aggregate if asked for after suitable experiments and without any variation in
rates.
132
Contractor No. of corrections Executive Engineer
11.2 Impurities: The broken stone or metal shall be free from dust and dirt shall be washed
if necessary to ensure all faces of the stones are perfectly clean. The
maximum percentage of deleterious substances in any size of coarse aggregate
shall not exceed the following value. Materials passing through: No. 100 screen (ASTM) One percent by weight
Shale One percent by weight
Coal One percent by weight
Soft fragments One percent by weight
Clay lumps One fourth percent by weight
Other deleterious substances One percent by weight
The sum of the percentages by weight of all deleterious substances of any
size shall not exceed five. 11.3 GRADING
(a) The approximate range in grading of coarse aggregate is as under.
Maximum
size of
aggregate
nominal
range mm
Percentage of Coarse Aggregate fraction
20 to 40 5 to 20 10 to 20 5 to 10
20 mm 10 to 20 100 55 to 67 33 to 45
40 mm 20 to 40 40 to 50 50 to 60 23 to 40 18 to 30
(b) The coarse aggregate shall be of such a size as shall be retained on a mesh
5 mm square.
(c) The grading between the limit specified above shall be such that it shall
produce a dense concrete of the specified proportions and consistency that
will work readily into position without segregation and without the use of
excessive water content.
11.4 Stacking: The aggregate of different size shall be such that it shall be stacked
separately and bundled in such a manner as to prevent inter mixing of
different size of aggregates, required separately for grading purposes. No
foreign matter will be allowed to be mixed up in the aggregate. If covered
with dust etc. they shall be washed cleaned before use.
133
Contractor No. of corrections Executive Engineer
12.0 Forms:
12.1 Forms to confine the concrete and shape in the required lines be used
wherever necessary. The forms shall have sufficient strength and
rigidity to hold concrete and withstand the pressure of ramming and
vibration within permissible deflections from the prescribed lines, when the
concrete is vibrated.
The surface of all forms in concrete shall be clean, rigid, water tight and
smooth. Suitable devices shall be used to hold corners adjustment end and
edges of panels of other forms together in accurate alignment.
Forms to be used more than once shall be maintained in serviceable
condition and shall be thoroughly cleaned and smooth before being
reused. Where metal sheets are used for lining forms, the sheets shall be
placed and maintained on the forms with the minimum amount or
wrinkles. Humps or other imperfections. The use of sheet metal to
correct surface that will be permanently exposed to view shall not be
permitted. All forms shall be checked for shape and strength before reuse
by Engineer-in-charge or his representative.
12.2 Erection and removal of forms: Before placing concrete the surface of all forms be oiled with suitable non
staining oil such as raw linseed oil so as to prevent sticking of concrete and
facilitate the removal of forms for use on wood form. The oil should be
capable of penetrating the wood forms and of remaining sufficiently oily to
eliminate sticking of and preventing absorption of water and consequent
warping. The oil shall cover the form fully and evenly without excess or drip. Care
shall be taken to prevent oil from getting to the surface of
construction joints and on reinforcement bars. Special care shall be taken
into account thoroughly of the form stripes for narrow grooves so as to
prevent swelling of the forms. Immediately before concrete is placed,
precautions shall be taken to see that all forms are in proper alignment and
that, angles and tees are thoroughly secure and tight. Where forms for
continuous surface are placed in successive units the form shall fit tightly
over the completed surface so as to prevent leakages of mortar from the
concrete and to maintain accurate alignment of surface.
12.3 Removal of Form: Removal of form shall never be started until the concrete thoroughly sets
and harden adequately to carry its own weight, besides their live load which
is likely to come on the work during construction. The length of time for
which the forms remain in place shall be decided by the Engineer-in-charge
with reference to weather conditions, shape and position of the structure or
134
Contractor No. of corrections Executive Engineer
structural member and the nature and amount of dead and live loads. In
normal circumstances, form shall be struck after the expiry of the following
periods.
A) Beam sides wall columns (Un loaded) 72 Hrs.
B) Slabs and arches (Props left under) 4 days
C) Props to slabs and arches 10 days
D) Beam soffit (Props left under) 1 day
E) Props to Beams 21 days
F) Lean concrete (Side) 2 days
In no case shall forms be removed until there is assurance that removal can be
accomplished without damaging the concrete surface. No load will be
allowed to damage concrete surface. Heavy load shall not be permitted until
after the concrete reaches its designed strength. The form shall be removed
with great caution and without injuring the structure or throwing heavy
forms upon the floor.
13.0 Classification of form work:
Straight and Plane :
This category shall include which can be formed by use of plain panels. Curved in one direction :
This category shall include which can be formed by use of straight
planks or battens for works such as roof of gallery or pier cut water. Curve in more than one direction :
This category shall include such curved surfaces as cannot be included
in category above.
14.0 Steel for reinforcement:
Tor steel reinforcement bars for R.C.C work shall confirm to I.S. 432 :
960 and shall be of tested quality. All the reinforcement shall be clean and free
from dirt, oil paint, grease, mill scale or loose or thick rust at the time of
placing. 14.1 Scope of work: This item covers providing, handing, storing, cleaning, cutting, bending,
placing and / or erecting in position, securing and maintaining in position all
135
Contractor No. of corrections Executive Engineer
reinforcement and anchoring bars and reinforcement fabric till concrete is
placed around it. It also includes placing of the bars as shown on the
drawings or as required by the Engineer-in-charge and providing the hooks at
the ends. It includes the cost of furnishing and attaching wire, ties and
chairs, metal supports etc. The rate is inclusive of the splitting and welding
required at the end of anchor bar, if required. It also includes welding of
reinforcing bars where directed or permitted by the Engineer-in-charge.
14.2 Supply:
The reinforcing steel shall be supplied by the contractor. 14.3 Bar Bending Schedule: The department will indicate the design requirements of reinforcement steel
for the different components. The contractor shall prepare the bar bending
schedule from those design statements showing the details of bends, cracks
and splices provided by him for all the bars to be placed and get them
approved from the Engineer-in-charge. The
schedule shall be presented for approval well in advance of the laying of
the reinforcement. 14.4 Cleaning :-
Before steel reinforcement is placed in position the surface of these
reinforcement bars shall be cleaned of rust scale, dirt, grease or other
objectionable deleterious foreign substances, heavy flaky rust and mill scale
that can be removed by firm rubbing with burlap or equivalent treatment.
The fact that early stage rust has no detrimental effect on
bond hence could be disregarded shall not be accepted an excuse for careless
handling and storages of steel.
14.5 Distance between Reinforcement bars :-
14.5.1 The distance between two parallel reinforcement bars shall be extended as
provided below in 5.2 not less than the greatest of the following distances. a) The dia of the either bar if their diameters be equal.
b) The dia of the larger bar if the diameters be unequal and
c) 6 mm more than larger bar if the diameters be unequal
aggregate comprised in such concrete.
A greater distance should however be provided when convenient.
14.5.2 The vertical distance between two horizontal main steel reinforcement of the
corresponding distance at right angles to two inclined main steel
reinforcements shall be not less than 12 mm except at a splice or lap and
except where one of each reinforcement and transverse to the other.
14.5.3 The pitch of the main bars in a reinforced concrete solid slab shall be not
136
Contractor No. of corrections Executive Engineer
more than three times the effective depth of such slab. The pitch of the
distribution bars in a reinforced concrete solid slab shall be not more than
four times the effective depth of such slab.
14.5.4 Concrete Cover:- Sufficient concrete cover shall be provided to protect reinforcement from
corrosion or as indicated in the drawings.
All protruding bars from concrete to which other bars are to be spliced and
which will be exposed to action of weather for an indefinite period shall be
protected from rusting by a thin coat of neat cement grout. The thickness of concrete cover (Exclusive of plaster or other
decorative finish) shall be 50 mm at faces and 75 mm at ends.
15.0 ADDITIONAL IMPORTANT POINTS FOR ATTENTION:
15.1 Before the reinforcement bars are fixed in position it shall be verified as to
whether they are of specified sizes and are cut and bent in accordance
with the relevant drawing and specification. For
mistake the contractor is liable for all rectification of mistakes at his risks
and costs. 15.2 Reinforcement bars shall be accurately placed and secured in position by
means of build in concrete blocks, metallic chairs, hangers, spacers or other
suitably approved devices at sufficiently closed intervals so that they will
not sag between supports and shall not be displaced during the placing of
concrete or any operation of the work. 15.3 Before starting concreting the contractor shall make certain that the
measurement of reinforcement placed have been recorded by the
authorized representative of the department and that the Engineer-in- charge
certifies to the correctness of reinforcement use. Engineer-in-charge at
discretion may order dismantling and reconstruction of the work where
necessary. Engineer-in-charge or his authorized representative shall record the
fact of his having checked and approved the reinforcement in work order
book kept on work before allowing concreting to commerce. STEEL:- Reinforcing bars and rods (of mild Steel or round steel) 6 mm or higher in
diameter shall be obtained by the contractor. The bars and rods shall be obtained according to the standard size. The contractor shall make suitable arrangements for storage of steel and
the Executive Engineer or his representative shall have the authority at
all times to inspect the storage arrangements and to suggest modifications and
improvements if any, and the contractor shall comply with the same.
137
Contractor No. of corrections Executive Engineer
The storing arrangements shall be such as to afford convenience of the
inspection and check of material bars of the size, length, shape and grade
shall be assembled in stacks and marked distinctly.
The contractor shall at all times maintain proper records showing the basis
of indents the receipts and utilization of the steel and these shall at all times be
open for inspection by the Engineer and his authorized representative.
Tables of Weight
Table No.1 (Torsteel weight as per ISI-9 Bars)
Section Rolled in Metric System Diameter of Bar in mm
Weight in Kg. Per Meter
6
0.2
22
8
0.3
95
1
0
0.6
17
1
2
0.8
88
1
4
1.2
10
1
6
1.5
80
1
8
2.0
00
2
0
2.4
70
2
2
2.9
80
2
5
3.8
50
2
8
4.8
3
3
2
6.3
10
138
Contractor No. of corrections Executive Engineer
DETAILED ITEMWISE SPECIFICATIONS
Item No. 1:
Clearing and removing grass, bushes and shrubs etc. stacking the stuff with all leads
and lifts etc. complete. General This item provides for clearing the area required for construction of earthen bund as
shown in the drawing. This item includes all tools, materials and labour required for
satisfactory completion of item as directed by the Engineer-in-charge or his
representative. Materials : The rate of this item shall include the cost of all necessary materials required for carrying
out the item. Method of execution : The seat of bund or the area to be cleared shall be properly marked at site with
reference to centre line of bund. All objectionable vegetation including bushes, trees
stumps etc. shall be removed and to be dumped on the sea side of the bund at least 15
meter away from the working area. However the contractor shall not remove or
damage existing mangrove trees in the working area. The contractor shall not sell
the vegetation which is cleared by the contractor. All necessary precautions shall
be taken to protect the persons working on such work and should not damage any
private or government properties nearby. The contractor shall be held responsible for
its compensation, if any, arises thereon.
Mode of measurement and payment : The contract rate shall be for one square meter of area cleared restricted to the design
dimension shown in the drawing. The payment for this item will be made in the
final bill, only after completion of all other items of embankment included in the
tender. If all the items in the tender are not executed fully, the payment for this
item will not be released.
Item No. 2:- Excavation in soil/soft murum/lime shadu exceeding 1.5 m. in width including
depositing the material as directed with all leads and lifts including dressing etc.
complete.
General :- The excavation of Kharlands works consists of excavation for foundation to required
grade, line, levels etc, as per the section shown on the drawing, finishing the
surface and removal of excavated material to the place as directed by the
Engineer-in- charge or his representative. He has to provide all labours,
139
Contractor No. of corrections Executive Engineer
materials, equipments and tools required for completion of the work including
clearing the site of work. The item also consist the cost for back filling unless
otherwise specified separately. Materials :- The contractor has to provide all materials such as lime string, pegs, nails, bamboo,
stones, mortar and concrete required for marking Bench marks or other reference
marks. Method of Execution :- The ground levels shall be taken at suitable intervals considering site condition and
nature of work, in the presence of contractor or his authorized representative. Before
start of the excavation field books/drawing etc. showing details are required to be
signed by the contractor/authorized representative. The excavation and disposal is to
be planned so that it will not obstruct stacking of construction material and pumping
devices. The excavated material shall be dumped sufficiently clear of edges of
excavation, so as not to endanger stability of slopes of the excavation. Any shoring
and strutting required during construction shall be deemed to be covered by the
rates quoted for the items and no extra claims will be entertained. If the excavation is
done below the specified level or outside the section, it will not be paid to contractor. The contractor in such cases of over cuts will be required to fill up the same at his own
cost with approved materials as directed by Engineer-in-charge or his
representative. The classification of the stratas will be done as indicated in para 1.1 of the general
specification. The back filling shall be done after concrete or masonry is fully set and as per
directions of Engineer-in-charge or his representative.
Mode of Measurements and Payment :- The quantity of items shall be computed from the cross sectional areas by the
trapezoidal formula and contract rate shall be for the unit of one cubic meter for the
strata classified by the competent authorities. No payment will be made till the
construction of structure raises above ground level.
Item No. 3 & 4:- Constructing embankment for Hearting Zone with selected material with
contractor‟s own material from borrow area including transporting the
material with all leads and lifts laying in even layers breaking clods, spreading,
levelling, and dressing to the required section including watering etc. complete.
(wet Condition)
General :-
After clearing the site, the toes of bund will be demarcated on ground on the
basis of cross-sections. For this, levels will be taken at regular interval of 30 meter
or at closer interval depending upon the topography of the site. If the contractor or
140
Contractor No. of corrections Executive Engineer
his representative fails to remain present during taking levels, the levels taken by the
field staff of the Department will be treated as final and binding on the contractor. The
item includes quarrying, transporting and spreading the suitable material from the
borrow pits in uniform layer as directed. This item includes all tools and
equipments, materials and labour required for satisfactory completion of item as
directed by the Engineer-in-charge or his representative. Clearing borrows pit areas : All area required for borrow pits for selected material (marine clay) shall be selected
that felling of existing mangroves is not necessitated. However it should be cleared of
all stumps, routs and other objectionable materials, etc. particular care shall be taken
that all organic matter shall be excluded from the material which is to be placed in the
bund embankment. The cleared area shall be maintained free of vegetation growth
during the progress of work without any extra payment. The borrow pit shall be stripped to depth, necessary to obtain material of the desired
quality where borrow pits are opened adjacent to the bunds, the edge of the excavation
shall not approach the toe of the bund closer than 5 m. as directed by Engineer-in-
charge. Borrow pits shall be so selected that required materials will be furnished as
close as practicable to the point of utilization and so that they will not interfere with
location of permanent structure not the usefulness of appearance of any of the
work. The formation of pools shall be avoided and all borrow pits shall be drained
as necessary by ditches to the nearest nallas. All pits shall be arranged with certain amount of regularity having regard to the
convenience of the work during the excavation and to its safety and appearance of finished
after its completion. Temporary quarry roads leading to and from the respective
borrow areas to the site of the embankment where the material are required to be
deposited shall be constructed and maintained by the contractor at his own expenses
with permission of and as directed by Engineer-in-charge. The borrow pit material shall be got classified by the Engineer-in-charge with regard
to its suitability for bund. During construction, contractor may after careful testing with specific permission
of the Executive Engineer bring suitable material from the areas other than those
indicated in borrow area plan. No extra payment would however be admissible on
this account. For the guidance of the contractor, quarries will be shown at site if desired. The data
presented therein are to be taken only as a guidance and no claims shall be
entertained in future due to lack of conformity between the nature of materials
actually met with during construction and that indicated in the borrow area plan. The
contractor is expected to have his own prospects carried out before tendering for the
work. During construction the contractor, may after careful prospecting and with
specific written approval of the Executive Engineer, bring suitable material from areas
other than those in the borrow area shown. No extra payment would however be
admissible on this account.
141
Contractor No. of corrections Executive Engineer
Method of Execution : The materials obtained from borrow area at distance at least 5 m. from toe line and
shall be laid as per line out approved by the Engineer-in-charge or his
representative. Considering the local factor site conditions and tide level etc., the
laying of hearting material should be done in layers. Clods should be broken and
manual kneading tampering by earth master rammer or timber mallet should be
done to have homogeneous mass without voids. The work of hearing should be
done in such a manner that it will be covered immediately with casing material if
included in the tender and will not remain half-way by the end of season so as not to
get damaged during monsoon. The ring bund for ughadi in constructed upto high
tide level with locally available impervious clay, measurements shall be taken after
completion of bund but paid after construction of ughadi is completed. The
maintenance of bund during the construction to the designed section is sole
responsibility of the contractor. Mode of Measurement and Payment :- The running bills will be paid on the basis of actual cross sections taken at 30m or closer
interval as may be necessary as per the site conditions restricted to designed section.
All running bills will be paid at 90 % as part rate and the same 10 % will be released
at the time of final bill provided all other items such as casing pitching and other
related items of the bank work, if any are completed satisfactorily. In case of failure
to do so the quantity arrived at after due deduction for shrinkage will be considered for
final payment and paid at 90 % reduced rate. The final measurements will be based on the basis of actual cross sections taken,
restricted to designed sections, the contract rate shall be for one cum of finished
bank work. The deduction for shrinkage would be made from the computed quantity at
15 % if the measurements are taken during the same working season and at 10 % if
the measurements are taken after passing of one monsoon. The ring bund for sluice gate shall be constructed up to high tide level (Plus) 0.30
meter. Measurement of the bund will be taken after Completion of the bund however
payment thereof will be made after construction of sluice gate is completed. The
contractor till the completion of sluice gate shall maintain the top of ring bund. As
such deduction of shrinkage from the earthwork of the ring bund is not necessary.
After completion of sluice gate the contractor shall remove at his own cost and risk and
directed by Engineer-in-charge. In the case work spills over one monsoon it shall be incumbent to take
measurements of the work already executed but not finalized before restarting the
work in second season.
Item No. 5 :- Constructing embankment for casing zone, with selected material with
contractors own material from borrow area including transporting the material with
all leads & lifts, laying in even layers, breaking clods, Spreading, Leveling,
Dressing to the required section including watering etc. complete.
142
Contractor No. of corrections Executive Engineer
General :- This item provides for laying topping and bedding below pitching of casing material over
the Kharland bund already laid with hearting material. The item to include all tools
equipment, material and labour required to complete the item as directed by the
Engineer-in-charge or his representative (For Thane & Raigad Dist.) After clearing the site, the toes of bund will be demarcated on ground on the basis of
cross-section. For this levels will be taken at the regular interval of 30 meter or at
closer interval depending upon the topography of the site. If the contractor or his
representative fails to present during taking levels, the levels taken by field staff
will be treated as final and binding on contractor. The item included quarrying,
transporting and spreading the suitable material from the borrow pits in uniform layers as
directed. (For Ratnagiri and Sindhudurg Dist.). Clearing borrows pit areas : All areas required for borrow pits for selected material shall be so selected that felling of
existing mangroves is not necessitated. However it should cleared of all trees,
stumps, roots and other objectionable materials etc. Particular care shall be taken
that all organic matter shall be excluded from the material which is to be placed in
the bund embankment. The cleared area shall maintain free of vegetation growth
during the progress of the work without any extra payment. The borrow pits shall be stripped to depth necessary to obtain material of the desired
quality where borrow pits are opened adjacent to the bund the edge of the excavation
shall not approach the toe of the bund closer than 5m. Borrow pits shall be so selected
that required materials will be furnished as close as practicable to the point of
utilization and so that they will not interfere with location of permanent structure
not the usefulness of appearance of any of the work. The formation of pools shall
be avoided and all borrow pits shall be drained as necessary by ditches to the nearest
nallas. All pits shall be arranged with certain amount of regularity having regard to the
convenience of the work during the excavation and to its safety and appearance of finish
after its completion. Temporary quarry roads leading to and fro from the respective borrow areas to the
site of the embankment where the material are required to be deposited shall be
constructed and maintained by the contractor at his own expenses with permission
of and as directed by Engineer-in-charge. The borrow pit material shall be got classified by the Engineer-in-charge with regard
to its suitability for bund. During construction contractor may after careful testing
with specific permission of the Executive Engineer, bring suitable material, from the
areas other than those indicated in borrow area plan. No extra payment would
however be admissible on this account. For the guidance of the contractor, quarries will be shown at site if desired. The date
presented therein are to be taken only as a guidance and no claims shall be
143
Contractor No. of corrections Executive Engineer
entertained in future due to lack of conformity between the nature of materials
actually met with during construction and that indicated in the borrow area plan. The
contractor is expected to have his own prospects carried out before tendering for the
work. During construction the contractor, may after careful prospecting and with
specific written approval of the Executive Engineer, bring suitable material from areas
other than those in the borrow area shown. No extra payment would however be
admissible on this account.
Method of Execution : The casing material shall be laid in layers as per the section shown in the drawing and
as directed by the Engineer-in-charge or his representative. The material should
contain proper moisture. (Water should be sprinkled whenever required). Every
layer should be completed by manual kneading tamping by earth master rammer or by
timber mallet. The contractor has to make his own conveyance arrangements; casing or
the murum topping shall be done and got finalized before start of monsoon. Mode of Measurement and Payment :- The running bills will be paid on the basis of cross section taken restricted to the design
section. The final measurements will be based on the basis of actual cross sections taken
restricted to designed sections. The contract rate shall be for one cum of finished
bank work. The deduction for shrinkage would be made from the computed quantity at
15% if the measurements are taken during the same working season and at 10% if
the measurements are taken after passing of one monsoon.
The ring bund for sluice gate shall be constructed upto H.T.L. + 0.3 m. Measurement of
the bund will be taken after completion of bund however payment thereof will be made
after construction of sluice gat is completed. The contractor till the completion of sluice
gate maintains the top of ring bund. As such deduction of shrinkage from the earthwork
of the ring bund is not necessary. After the completion of sluice gate the contractor
shall remove at his own cost and risk and as directed by Engineer-in-charge.
Item No. 6 :
Providing and laying dry stone pitching with contractors own material of 20 cms.
thickness to side slopes of embankment including dressing the bank work with all
leads & lift etc. complete. as directed
A) Field side without header
B) Creek side with header
General
The bank work, before laying the pitching, should be brought to required slope and
section. The item includes all tools and equipments, materials, transportation and
labour required for satisfactory completion of item with necessary dressing the
144
Contractor No. of corrections Executive Engineer
embankment.
Materials :- The quarries and the materials should be got approved from the Engineer- in-charge or
his representative at the quarry itself. The materials are to be brought from quarries
with his own cost and risk. Method of Execution :- The slopes of bank work where the pitching is to be laid shall first be trimmed to
the required slope. Stores should be large and placed vertically so as to interlock with each other and the
chips used for filling the interstices and wedging may be in pieces. The pitching
should be made in one layer but stones in the layer should be as large as possible and
of a weight as will not get disturbed by wave action or during heavy rain. Layer
will be with flat large face resting on the prepared sloping surface. Remaining interstices
being filled in with chips, spauls properly hammered in so that the entire mass
become firm and cannot be disturbed by hand. The stones used for the pitching shall be perfectly sound and as regular in shape as
possible. Sixty percent of the stones shall be such as not to weight less then 25 Kg.
each. The stones shall as far as practicable be selected as to size and shape to secure
fairly large flat surfaced stones with will be laid up with an even surface and
minimum number of voids.
The stones shall be placed on end with broadcast base down and length normal to
the slope. Beginning at the bottom of the slope, the stones shall be laid compactly and
so matched and interlocked that they shall be keyed together with a minimum of joint
space. Rock fragments and spauls shall be tightly driven into the interstices to
wedge and stones in place and close direct opening to the underlying slope. Such
filling shall be carried out simultaneously with the placing in position of the large
stones and shall in no case be permitted to fall behind. The wedging shall be done with
the largest size chips practicable, each chip being well driven home with a hammer so
that no chip is possible of being picked or removed by hand. The smaller size stones
required for filling in interstices and wedging shall only be supplied to the actual
requirements for such work and shall not be used in two or more layers as a substitute
for the full thickness stones. High irregular points shall be knocked off and the
finished pitching shall present a neat and reasonably smooth and uniform surface, free
of loose stones. Work of laying murum bedding and stone pitching shall be done
simultaneously. Mode of Measurement and Payment :- The contract rate shall be for one square meter of finished pitching worked out on actual
measurements restricted to designed section. The rate includes stone pitching.
Item No. 7 :- Providing & constructing down stream Rock toe with 15 to 23
cms. rubble stone of approved quality from borrow area with hand packing
including all leads & lifts etc. complete.
145
Contractor No. of corrections Executive Engineer
General
The bank work, before laying the pitching, should be brought lo required slope and'
section. The item includes all tools and equipments, materials, transportation and
labour required for satisfactory completion of item with necessary dressing the
embankment.
Materials:-
The quarries and lie materials should be got approved from the Engineer-in-charge or
his representative at the quarry itself. The materials are to be brought from quarries
with his own cost and risk.
Method of Execution:-
1. The slopes of bank work where the pitching is to be laid shall first be trimmed to the
required slope.
2. Stores should be large and placed vertically so as to interlock with each other and the
chips used for filling the interstices and wedging may be in pieces. The pitching
should be made in one layer but stones in the layer should be as large as possible and
of a weight as will not get disturbed by wave action or during heavy rain. Layer will
be with flat large face resting on the prepared sloping surface. Remaining
interstices being filled in with chips, spauls properly hammered in so that the entire
mass become firm and cannot be disturbed by hand.
3. The stones used for the pitching shall be perfectly sound and as regular in shape as
possible. Sixty percent of the stones shall be such as not to weight less then 25 Kg.
each. The stones shall as far as practicable be selected as to size and shape to secure
fairly large flat surfaced stones with will be laid up with an even surface and
minimum number of voids.
The stones shall be placed on end with broadcast base down and length normal to the
slope. Beginning at the bottom of the slope, the stones shall be laid compactly and so
matched and interlocked that they shall be keyed together with a minimum of joint
space. Rock fragments and spalls shall be tightly driven into the interstices to wedge
and stones in place and close direct opening to' the underlying slope. Such filling shall
be carried out simultaneously with the placing in position of the large stones and shall
in no case be permitted lo fall behind. The wedging shall be done with the largest
size chips practicable, each chip being well driven home with a hammer so that no
chip is possible of being picked or removed by hand. The smaller size stones required
for filling in interstices and wedging shall only be supplied to the actual requirements
for such work and shall not be used in two or more layers as a substitute for the full
thickness stones. High irregular points shall be knocked off and the finished pitching
shall present a neat and reasonably smooth and uniform surface, free of loose stones.
Work of laying murum bedding and stone pitching shall be done simultaneously.
146
Contractor No. of corrections Executive Engineer
4. Mode of Measurement and Payment :
The contract rate shall be for one cubic meter of finished pitching worked out on
actual measurements restricted to designed section. The rate includes stone pitching.
Item No. :- 8, 12 ,13 & 14:- Providing and casting in situ cement concrete of grade PCC M-15 of
trap/granite/quartizite/gneisis metal for cast in situ piers , abutment ,
returns, wings etc. including provision of “V” shaped false joints to form
suitable panels on the faces to approve design with compacting , vibrating
and curing complete including formwork ,centering,(Excluding
dewatering by means of pump ) and bailing out water and curing etc.
complete.
1.Scope:-
The work covered by this item shall consist of furnishing all material
Equipments and labour for the manufacture transport, placing and curing of
concrete and performing all the functions necessary and ancillary thereto
including finishing of the surface to the required specificationProviding fixing
and removing formwork is also included unless otherwise specified.
2.Mixing :-
The ingredients of concrete shall be properly mixed designed so as to
positively ensure uniform distribution of all the component materials
throughout the mass at the end of the mixing period. The mixing of each batch
shall continue for about one and half to two minutes or as found best in
practice after all materials except mixing period specified above assumes
proper control of the speed of the rotation of the mixer and of the introduction
of the materials including water. The mixing time shall be increased when the
charging operation fails to produce the required uniformity to composition art
consistency within the batch and form batch. Excessive mixing requiring the
addition of the water to preserve the required concrete consistency shall be
avoided. If the mixing arise charging operations arc such that the required
uniformity of the concrete is obtained in the short mixing time may be
shortened ads directed by the Engineer – in charge. Mixing shall be done by
Chemical means only.
3.The following Generals Principles shall be followed in operation of mixing.
The ingredients shall be fed into the mixer simultaneously.
A portion of water ( between 5 and 10 percent ) shall precede and in equal
quantity shall follow introduction of the other materials.
The reminder the water shall be added uniformity and simultaneously with
other materials. Care shall be taken that mixing of concrete in the mixer shall
be uniform.
147
Contractor No. of corrections Executive Engineer
4. Placing of Concrete :-
Concrete shall be placed only –in location where authorized and no concrete of
mortar shall be placed until formwork, installation of embedded parts,
preparation of surfaces or masonry clean –up has been done and approved.
Rock surface/rigid masonry or concrete surface upon or against which concrete
is to be placed shall be prepared in the same manner as in rock foundations or
old masonry for concrete surface with reference to relevant specifications for
preparation of foundations and starting masonry over old masonry.
Before starting the placing of concrete it should be made certain that the
transporting and placing equipment is clean and in good condition and that the
equipments along with the operation staff is arranged to deliver to concrete in
the final position without undue delay and objectionable segregation .If
concrete is to be placed at right adequate lighting arrangements as directed by
the Engineer – in Charge shall be made. The concrete shall be such as will
permit the delivery of the concrete of the required consistency into the work
without objectionable segregation porosity of excessive or less workability.
All concrete shall be placed in the final position within 30 minutes after being
mixed. Excessive segregation from what ever cause shall be inanities in
handling and placing operation by avoiding or controlling lateral movement of
the concrete as on dumping at an angle or depositing continuously at one point
and allowing the concrete to flow. Concrete shall not be dropped from
excessive heights and the free fall shall be kept minimum. All surfaces of form
and metal work including reinforcement bar that have become encrusted with
dried mortar or grout from concrete previously placed shall be cleaned of all
such mortar or grout before surrounding or adjacent concrete is placed.
Concrete shall be deposited in continuous horizontal layers of 15 cm .to 20
cms. The layers being decided by the time lapse between successive layers.
The time of laying one layer shall not exceed 30 minutes .When work is to be
resumed on a surface which has hardened such a surface shall be roughened
and scrubbed with brushes to remove laitance, care being taken to avoid
dislodgement of coarse aggregate ,swept lean ,thoroughly wetted and covered
with 6mm (about 14” thick mortar layer composed of cement and sand in the
same proportion as the cement & sand in the concrete immediately before
commencement of concrete, for securing good bond.
5. Embedded parts and installation in concrete :-
All embedded metal work in concrete shall be installed without any extra
payment except when otherwise specified.
6. Concreting during rains :-
148
Contractor No. of corrections Executive Engineer
When concreting is required to be done or continued when it is raining , it
shall be seen that the concrete is not damaged due to rain while it is being
transported and placed. The green concrete shall be adequately covered with
suitable covering ,suitable after placing for a period of 24 hours when it will be
capable of being cured by splash of water. The surface of fresh concrete should
be maintained on a slope sufficient to result in the self –drainage of the rain
water. The work shall however be discontinued when the rain is too severe that
water collects in pools or mashes the surface of the fresh concrete and is ot
feasible to provide adequate shelter.
7. Tests. for cement concrete.
Crushing Strength :- The compression test of concrete shall be made 15 cms.
cubes. Concrete cube shall be taken immediately after it has been placed on
the work. Whenever this is not possible , sample shall be taken s the concrete
is being placed to obtain a representative sample. A sufficient number of
samples each large enough to make one test cube shall be taken at different
points so that the test cube made from them will be representative of the
concrete placed in that portion of structure for test. The one set of test cubes
not be less than 3 numbers per set for 20 cum each of concrete placed after
proper curing for 7 days and 28 days respectively. These shall be tested and
should give compressive strengths of 100 kgs./Sq.Cm. respectively for nominal
mix of (1:3:6).However 5% variation in the strength is permissible.
If the test results show that the concrete blocks give results below the specified
strength, such bad quality of concrete shall be removed and redone by the
contractor at his own cost.
8. Slump Test :-
In order to test the consistency of the mixed concrete, slump test shall have to
be made by the contractor when and where required by the Engineer – In
Charge . The slump test shall be carried out as per I.S.Specifications ,BR27.4 .
9. Rate of Placing :-
Concreting should continue without avoidable interruption or until the section
of structure is completed or until satisfactory construction joints can be made.
Concrete shall not be placed faster than the placing crew can compact it
property. In placing thin members and columns precaution shall be taken
against too rapid placement which may result in movement or failure of the
form due to excessive lateral pressure. An interval of at least 12 hours and
preferably 21 hours should elapse between the completion of columns and
walls and the placing of slabs, beams, or grinders supported by thick in order to
avoid cracking due top settlement. All concrete shall be laced in approximately
horizontal lifts exceeding 1.2m in height in one day.
149
Contractor No. of corrections Executive Engineer
10. Compaction :-
All concrete shall be vibrated by mechanical vibrators of an approved type so
as to ensure dense concrete hand tamping ,rodding shall not be used for
compaction of concrete except in special circumstances when permitted by the
Engineer in Charge .When impression type vibrators are used they shall be
used vertically at about 45 cms. apart. The vibrator shall be inserted into the
full depth of the newly laid concrete layer. The vibrator shall not be however
revibrate in concrete which has commenced his final set. Special care shall be
taken to see that the vibrator touching the reinforcement or embedded pats do
not disturb the concrete below which has comme4nced his final set . The
concrete shall not be vibrated excessively so as to cause segregation.
Each layer of concrete and specially where smooth surface are required
and for all surface which are permanently exposed to the weather and for all
surfaces next to embedded metal work shall be worked and vibrated by
vibrators of approved type to obtain concrete of maximum density and
imperviousness and to assure close contact of the concrete with forms
reinforcement bars and other embedded parts. If the method of transporting and
placement have been conducive to air entrainment segregation or stiffening ,
the work of compacting should receive special attention .
For concrete surfaces to be exposed to high velocities of water special
precautions shall be taken to minimize and to prevent surface splitting and
protrusions without sorting to over manipulation of the concrete mix to the
forms. No plastering for getting a smooth finish shall be permitted on these
locations. Any protrusions shall be ground smooth.
11. Finishing :-
Finishing of uniformed surfaces shall be performed only by skilled
workman. All exposed concrete surface shall be cleaned of all
incrustations of cement mortar or grout and unsightly stains shall be
removed.
12. Formed Surface :-
Surface of concrete finished against forms shall be smooth free from
projections and filled thoroughly with mortar. Immediately upon removal of
forms all unsightly ridges or fins shall be removed and any local bulging on
exposed surface shall be rectified by tooling and rubbing. All holes left by
removal of plaster ,shall after being reamed with toothed reamer, be neatly
filled with dry patching mortar. All porous & fractured concrete & surface
concrete to which additions are required to bring it to the prescribed lines shall
be removed by chiseling opening into concrete. The chipped opening shall be
sharp aged and keyed and shall be filled to required lines with fresh concrete
or dry patching mortar. Where concrete is used for filling the chipped opening,
150
Contractor No. of corrections Executive Engineer
these shall not be less than 75 cms. in depths and the concrete filling shall be
reinforced and be leveled so surface of the openings
13. Dry Batching :-
Dry batching concrete shall consist of one part of the cement and two parts of
sand by volumes and just enough water so that the mortar used will stick
together on being molded into a ball by slight pressure of the hand and will
not exude, water when so pressured but will leave hands damp. The mortar
shall be placed in layers of not more than 2.5 cms. thickness. After being
compacted , each layer shall be roughened by scratching , to provide an
effective bond with the successive layers. The last or finishing layer shall be
smooth to form a surface continuance with surroundings concrete .All patches
shall be blended thoroughly to the surface to that the chipped openings and
shall be
sound and free from shrinkage or cracks.
14. Finishing permanently exposed surfaces :-
Except or otherwise specified or directed all permanently exposed concrete
surface and other waterway surfaces requiring durability under water shall be
finished i the following manner.
Immediately upon the removal of the forms the surface shall be wetted and
all surfaces pits and air bubbles filled by rubbing mortar composed of cement
and fine sand in proportion (1:2) into the pits with burlap so as to, secure a
uniform density and smooth face. The rubbing of mortar with burlap shall be
performed in such a manner so as to leave the surface free from mortar not
needed for filling the pits. When the filling operation s be unduly delayed and
surface of pits become coated with dirt or other contaminating materials, they
shall be thoroughly cleaned and washed and shall be maintained in as moist
condition until mortar filling is placed. Such cleaning satisfactorily means of
without damaging the surrounding concrete. All operations i connection with
the filling of surface pits shall be handled as quickly as practicable to
minimize the period during which concrete and mortar filling are exposed to
drying. When the treatment of a surface has been completed the surface shall
be cured. All patches and mortar filing pits on exposed surface shall be neat
and of the same colour and texture as the adjoining concrete.
15. Finishing :-
For exterior concealed surface below ground o5 back till level or below
maximum draw down or minimum tail water or like surfacing not
otherwise specified no finish is necessary except that sand streaks gravel
pockets , honey combing or other imperfections which are of consequences
151
Contractor No. of corrections Executive Engineer
affecting strength . water tightness or protection of enforcing steel from
corrosion shall be corrected and repaired as prescribed for formed surface.
16. Finishing :-
Uniformed surface shall be finished by one or more of the operations of
screening floating, toweling and work of the surface should be done at proper
time in employing experienced men and should be sufficient to produce the
desired finish. Screening which gives the surface its approximate shape by
striking off surplus concrete immediately after completions shall be
accompanied by moving a straight edge or template with a sawing motion
across wood or metal strips that have been established as guides. Where the
surface is curved a special screen should be
Shortly after the concrete is screened the surface should be brought true to
form and grade by working in sparingly with a wooden float. If a coursed
textured finish is desired or if the surface is to be steel trawled a second or final
floating should be performed after some stiffening has occurred and the
surface insure film or shine has disappeared. Where a smooth dense finish is
desired floating shall be followed by steel trowelling sometime after moisture
films or shine has disappeared from the floated surface and when the concrete
has hardened sufficiently to prevent fine material and water from being
worked out to the surface. Excessive trowelling particularly that too at an early
stage shall be avoided.
17 Chipping and Roughening concrete surface :-
Surface upon or against which additional concrete is to be placed shall be
chipped and roughened to a depth grater than 2.5 cms. Roughening shall be
performed by clipping or other satisfactorily methods and in such a manner as
not to loosen, cracks or shatter any part of the concrete beyond the roughened
surfaces. After being roughened the surface of the concrete shall be cleaned
thoroughly of all loose fragments ,dirt and other objectionable substances and
shall be sound and hard in such conditions as to assure good mechanical bond
between old and new concrete. All concrete which is not hard dense and
durable shall be removed to the depth required to secure a satisfactorily
surface .
18. Curing and Projection :-
All concrete shall be protected against injury until final acceptance. Exposed
finished surfaces of concrete shall be protected from the direct rays of the sun
for at least 72 hours after placement . Concrete shall be kept continuously
152
Contractor No. of corrections Executive Engineer
moist for not less than 21 days. Constructions joints shall be cured in the way
as other concrete and shall also be kept for at least 72 hours prior to the
placing of additional concrete upon the forms. Approximately horizontal
surfaces shall be cured by covering of damp‟s and or may be cured by the
use of wet quality nets. If drain sand or quilt is used for curing it shall be
removed completely later water curing shall be used on all concrete work in the
C.D.Work and shall be applied by means of sprays or sprinkles which will
cover entire area of concrete Forms shall be kept sprinkled until removal.
19. Measurement and mode of Payments :-
The concrete shall be for a unit of one cubic meter of concrete. The concrete
shall be measured for its length, breadth & depth, limiting dimensions to those
specified on the plan, or as directed by the Engineer – in Charge. no deduction
shall be made for reinforcement in concrete in RCC Work. Individual
dimension shall be worked out to two decimal places. The rate of concrete is
inclusive of all ,i.e. finishing, chipping etc. complete.
Item No. 9 :-
Dismantling carefully the existing structure of stone masonry /RCC
Structure in cement mortor or lime mortor including sorting out
serviceable material and stacking the dismantled material within 50
m lead neatly as directed etc. complete.
I. General : The item provides for complete removal of the existing structure except such
portions as may be required or permitted to be left in place shown on the
drawing or as directed by the Engineer –in Charge, clearing to site, sorting out
useful material and stacking them neatly within a lead of 100m ( about 328 feet
) the bank indicated by the Engineer whichever is more than and wasting the
non-materials.
2. Preliminaries :
If necessary and directed by the Engineer the contractor shall have to exact
screens of canvas or other suitable materials and or near the structure and area
to avoid the nuisance of dust before and during dismantling. Care shall be
taken to see that dismantling is done in such sequence or manner as to prevent
all avoidable damage to usable material. In case of structures which are to be
removed for re-erection, all members are properly match – marked with paint.
The pins, nuts, plates, structural steel, piers, timber etc. shall be similarly
marked for identification of their position of entire assembly. All machined
surfaces pin, holes, pins, etc. shall be coated by grease. The inventory of all
serviceable materials shall be kept on the record and pursuance of the
153
Contractor No. of corrections Executive Engineer
contractor obtained in token of his acceptance. Any doubt or agreement with
the same shall be reported by the contractor before starting the removal.
Portions required to kept intact shall be marked before starting dismantling.
If no separate provision exists in the tender for necessary diversion, the
contractor shall nevertheless invariably be responsible for the construction and
maintenance of adequate barriers, watchman and or lights at ends portions the
road closed by construction, to the satisfaction of the Engineer at his
(Contractor‟s) cost, diversion itself being treated as extra work.
A register shall be opened by contractor on the work site to show day – to day
account of the turn out, salvages materials, and whether properly worked or
wasted .It shall by the representative of the contractor and responsible member
of the departmental supervising staff every day.
3. Dismantling and Removal :
The structure shall be dismantled carefully and the materials removed
Without causing damage to the serviceable materials ,salvaged ,the party
or the structure to be retained and any properties or structure, near by
property or structure shall be made good by the contractor without extra
claims ,the contractor shall be responsible for any injury to the workers
or the public.Unless otherwise specified the structure shall be removed up to
45cms.(about 18” ) below the ground level and the portion which
interferes in any way with the new construction shall be removed entirely
Removal of over laying or adjacent materials if required for the
dismantling of the structure shall be included in the item.
Where existing bridge is to be extended or otherwise incorporated in the
new work , only such a part or parts of the existing structure shall be
removed as necessary to provide a proper connection to the new work. The
connecting edges shall be cut , chipped and trimmed to the required lines and
grades without weakening or damaging the part of the structure to be retained.
Blasting if required , may be resorted with the written permission of the
Engineer. In such a case blasting shall be finished before the new
construction is commenced.
4. Item to include :-
1.All labour , materials, use of equipment tools and plants required for
completing the job satisfactorily.
2.Erecting and removing screens and watering when necessary and
directed.
3.Making the structure suitably.
4.Opening register of salvaged materials.
5.Providing adequate barricades , signs, lights etc.
154
Contractor No. of corrections Executive Engineer
6.Removal of the structures.
7.Diverting the existing drains, road, etc. temporarily and redoing the
same ,if not separately provided.
8.Stacking the serviceable material.
9.Wasting unserviceable materials.
10.Clearing site on completion.
11.Conpesation for damaged properties or injuries to persons.
5. Mode of Measurement and Payment :
The contract rate shall be for one cubic meter for completion job.
Proportionate payments may made through running accounts bills.Fully
payment shall be made on completion of the job in all respects
Item No.10 :-
Dewatering for Abutment, Returns, Piers, Raft, Cut of walls, Toe wall,
Apron in perennial river or stream including diversion of stream
providing of ferbams, bunds etc. as may be necessary for foundation and
other parts of work and bailing out and / or pumping out water below the
actual initial natural water level during execution of all item of
construction as required (from start of that particular component till
completion of bridge) including all leads and lifts etc. complete.
1.General :-
The foundation trenches shall be kept dry by resort to pumping alone or
pumping in combination inaction with Diversion channels, bunds, diversion
weirs, the contractor should supply details of his proposal for approval of
Engineer-in-charge but such an approval will in no way release the contractor
from his responsibility for, adequacy of dewatering arrangements for the
quality and safety of the work.
This item shall include all labour, material pumps, plants, equipments staging,
shoring, strutting zing and other arrangements necessary for dewatering during
excavation and construction of other items requiring dewatering.
2. Materials :-
All materials such as pumpset, pipes, fuel etc. required to carry out this
shall be brought by the contractor.
3. Method of execution :-
155
Contractor No. of corrections Executive Engineer
Method to be adopted shall be entirely left to the choice of contractor, provided
adequate dewatering is carried out during construction. The coffer crams shall
be of sufficient heights to prevent ingress of water in the foundation pits, to
protest green concrete or masonry, damage from tides or sudden rise of stream
and to prevent damage off the foundation by erosion.
Pumping
Adequate pumping arrangements shall be made for dewatering foundation
trenches and areas of construction. Where dewatering, is essential and keeping
them dry while masonry or concrete or other construction is in progress, till the
concrete or mortar or masonry has sufficiently set and construction can be
proceed without pumping.
Desilting :-
If any foundation pits are filled due to accumulation of surface flow during the
progress of the work or during rainy season or due to any other cause, all
pumping required for dewatering the pits and removing silt shall be done
without extra cost.
Shoring etc. :-
Staging shoring, strutting, sumps and other protective works required for
facility of dewatering shall be designed and put up by the contractor to ensure
full safety to the work, workmen, machinery and property and shall be
removed after they have served their purpose in a manner and to the extend
directed by the Engineer. The contractor shall be responsible for all damage
and injury caused by the execution of this item.
Disposal of Water :-
The water from the excavated trenches shall be disposed off in the manner
detailed below or in any other manner in conformity with the rules in force and
approved by the Engineer-in-charge.
a) In case the area is developed such as cities which are severed or have open
gutter along the roadside, the water may be led to the nearest such gutters or
sewers.
b) In undeveloped areas such as countryside where sewing system has not been
introduced the water may be led to the nearest natural drain or pond through
properly laid and dug channels or through pipes as directed by Engineer-in-
charge.
156
Contractor No. of corrections Executive Engineer
Disposal of water shall I no case cause inconvenience or nuisailce to the
Inhabitants of the area or cause damage to the property and Nearby Municipal
or Government regulations shall be complied with the rights or private land
owner shall be respected regarding disposal of water.
Contractor shall be responsible for the incidental, formalities like obtaining
permission of local bodies (Municipalities etc) and persons, concerned, to lead
the water to the open or under ground, sewers or digging up channels making
use of lands and properties owned by private persons or public bodies etc. and
for the damage caused in the operation of this item.
4. Mode of measurement and payment :-
The unit rate for the payment shall be one B.H.P. hour. The actual working
hours or pump set on site will be counted and recorded in log book and B.H.P
hours worked out. Payment for this item shall not be released till the structure
has been completed upto safe stage.
Item No.11:- Providing rubble filling of trap/granite/quartzite/gneiss stones of approved quality in foundation including hand packing filling gravel of sand in voids etc. complete.
1. General :-
The item provides for preparing the foundation, filling rubble, hand packing
rubble in the foundation and filling the voids with either gravel or sand as per
the item and as directed by Engineer in charge. The item includes all the
labour, materials and tools required for completion of the same.
2. Materials
The required material such as rubble, gravel, or sand etc. shall comply with
details of 4 & 5 of general specification. Gravel shall be natural obtained from
streams in the region and shall not contain particles bigger than 20 mm in
diameter. It shall be clean and free from weathered and soft crumbling
portions. The materials are to be brought form private or Government quarries
with contractor‟s own cost and risk.
The sand shall not contain more than 5% of clay or silt.
3. Method of Execution :-
The on which rubble filling is to be laid shall be cleared off all looser materials
leveled and compacted and got approved form the Engineer-in-Charge before
157
Contractor No. of corrections Executive Engineer
filling. The rubble filling shall be carried out to the dimension and levels
indicated on the drawing or as instructed by the Engineer in charge. The rubble
shall be laid with the broadest face downwards and in close contact with each
other, in layers not exceeding 30 cm. thick. Each layer of rubble shall be
packed, wedged with quarry spauls and chips of rubble, by hammer. The
further voids shall be filled up with gravels or sand.
4. Mode of Measurements and Payment :-
The contract rate shall be for the unit of one cubic meter of filling completed as
specified, with dimensions restricted to those shown in the drawing or those as
instructed to do by the Engineer-in-Charge or his representative.
Item No. 15, 16 & 17:-
Providing and cutting bending, hooking, laying in position mild steel/
HYSD/ TMT bars for reinforcement including cost of reinforcement
binding wire as per detailed drawings for R.C.C. work etc. complete with
all leads and lifts.
1. Scope of work
2. This item shall include cutting, bending, binding and erecting in position
steel reinforcement.
3. Reinforcement
Steel reinforcement bars and fabric shall be placed in the concrete as 0shown in
the drawing or as directed, before steel reinforcement is placed in position the
surface of the reinforcement shall be cleaned of rust, scale, dirt and grease, any
other objectionable foreign substance (heavy flaky rust and mill scale that
cannot be removed by firm rubbing with burlap, or equivalent treatment is
considered objectionable). The fact that light early stage rust has no detrimental
effect on bond and hence could be disregarded. This shall not be used to excuse
careless handling and storage of steel. In sorting bars of the same sizes lengths,
shapes and grades shall be assembled in-racks and marked distinctly.
The steel shall be treated with approved Anti-Corrosive treatment. Before the
reinforcement bars are fixed in position it shall be verified that they are of the
specified sizes and are cut and bent in accordance with the plans and
specification: they shall be accurately placed and secured in position by means
of built in sufficiently concrete blocks, metallic chairs, hangers, spaces or other
suitable device at close intervals so that they will not sag between supports nor
be displaced during the placing of the concrete or by any operation of the work
Special care shall be exercised to prevent any disturbance of the reinforcement
in the concrete that has already been placed. The reinforcement after being
placed in position shall be maintained in clean condition until its Completely
158
Contractor No. of corrections Executive Engineer
embedded in concrete, to prevent further damage to the concrete or unsightly
rust stains on exposed concrete surface.
Reinforcement shall not be straightened or bent in a manner that will injure or
weaken materials. Bars with kinks or bends not shown on the plans shall not be
used. Bars shall be bent to the shape and dimension as shown on the drawing or
as directed using a bar bender operated .by hand power to obtain the proper
bending of rod. The radius of bend shall not be less than 4 times diameter of
the bar. Heating of the reinforcement bars to facilitate bending will not
normally be-permitted. When, however such to facilitate bending will not
normally be permitted. When, however such heating is permitted in the case of
large diameter bars, the temperature of the, steel shall not exceed that
corresponding to a cherry red color i.e.&1.50C)
4. Binding
Wire for tying reinforcement shall be of soft and annealed steel. The wire may
be of 16 to 18 B.W.G. and shall have an ultimate strength of not less than 5,600
kgs per sq.cm. yield point of not less' than 3,900 kgs per sq.cm. metal.
Dissimilar metal shall not be placed in concrete in intimate proximity with each
other or be joined by a conductor especially in the continued presence of
moisture unless it is known that galvanic action will not result.
5. Distance between Reinforcement Bars
The distance between two parallel reinforcement bars shall be as shown in the
drawing. Where ever such distance is not shown on the drawing the reference
shall be made. to the Executive Engineer to get the necessary details The
vertical distance between two horizontal main steel a reinforcement of the
corresponding distance at right angles to two inclined main steel
reinforcements shall be as shown on the drawing. When the distances are not
shown on the drawing the reference shall be made to the Executive Engineer
and the necessary details sought The pitch of main and distribution bars shall
be as shown in the drawing. Bar splices as indicated in the drawing or as
specified by the Engineer-in-charge shall only be allowed. The lapped ends-
shall be placed to ensure full bond on each bar splicing shall not be done in the
region of maximum bending moment and splicing of adjustment bars shall be
avoided as far as possible
Weight shall be computed from the table in general specifications. The unit rate
accepted for the reinforcement shall include the cost of Anti corrosive
treatment & laying, cutting, bending, cleaning, straightening, fixing and
maintaining the reinforcement. Supplying and attaching binding wire supports
separators, metallic chairs, hangers, etc. shall be deemed to be included in the
unit rate for reinforcement and shall not be measured or paid
6. Cover
The thickness of concrete cover (exclusive of plastic or other decorative finish)
shall be as per drawings. Incase it is not shown on the drawing a reference shall
be made to the Executive Engineer to get, the necessary clarification. Where,
159
Contractor No. of corrections Executive Engineer
because of splicing, the thickness of concrete in between reduces to less than
the maximum size of aggregate concrete with a reduced maximum size of
aggregate shall be used so as lo allow development of bond in the slice. The
extra cost of such special concrete shall be deemed to have been included in the
unit rate for the main concrete and shall not be paid separately.
7. Inspection before Concreting
No concreting shall be started unless the reinforcement as laid is finally
checked and certified by the Engineer-in-charge or his authorized
representative before starting concreting the contractor shall make certain that
the measurement of the reinforcement placed have been record and that the
Engineer-in-charge has certified to the correctness of reinforcement used.
Failure to do so may mean no payment or payment at the discretion of the
Engineer-in-charge for the reinforcement concreted.
8. Mode of Measurement
Accurate records through record entries in measurement book shall be kept at
all times, of numbers, sizes, lengths and weight of bars placed in position for
different parts of the work.
The Reinforcement shall be paid as per the weight of the actual quantity of
steel reinforcement placed in the structure arrived at by measuring the actual
length of the bars used and placed as shown in the bar bending schedules
including hooks, bend and laps. The length of the bar shall be measured to the
nearest 7.5 cm a fraction less than 4 cm neglected and a fraction of 4 cm more
being taken as 7.5 cm. Weight shall be computed from the table in general
specifications. The unit rate accepted for the reinforcement shall include the
cost of Anti corrosive treatment & laying, cutting, bending, cleaning,
straightening, fixing and maintaining the reinforcement. Supplying and
attaching binding wire supports separators, metallic chairs, hangers, etc. shall
be deemed to be included in the unit rate for reinforcement and shall not be
measured or paid.
Item No. 18
Providing and fixing polypropelene glass lined F.R.P. Rectangular gate
including fixing in position with all lead & lift etc. complete.
Providing and fixing polypropelene glass lined fibre glass reinforced
rectangular automatic gate.
Gate shutter shall be made out of heavy duty PPGL and FRP
material, shutter shall be smooth finished from the both sides shutter water
tightness, shutter shall be reinforced with suitable section of size 50 x 40 mm.
The frames supporting the shutter shall be made out of 50x50x5 mm thick
metal angle section intercepted by vertical and horizontal sections. This
skeleton of steel in duly coated with FRP material structural steel sections
160
Contractor No. of corrections Executive Engineer
shall be used as per IS handbook Sp:6 (a) 1964.
Steel “J” section duly coated with FRP material shall be used for horizontal
support as per ISI handbook Sp .6(a) 1964
Suitable hinges shall be provided to initiate the operation of the gate, hinges
shall be made of P aid composit material.
The proof of the gate design shall be checked to with stand 4.5 mtr. height
hydrostatic pressure with adequate facto of safety, including transportation
work site etc. complete.
General :-
The work consist of providing PPGL FRP rectangular automatic gate of
in position at site etc. complete.
The weight of gate should be 120kg.including FRP coated M.S. Angle and I
section or channel FRP supporting the structure and material to be used
fixing gate on site.
The dimension should be such that it will fit properly and there will be no
leakages through gates during high tide of sea water.
The colour of the shutter should be “ Gray “ PP sheet.
Materials :-
Specification Resin :- Unsaturateed Polyester resin based on Isopathalic Acid
of High reactivity.
Specification of the Material :- Specification of PPGL sheet (GERP 1000)
having high mechanical strength and acid all call proof and properties as
follows.
Properties of PPGL Sheet :-
1 Carcol Hardness : 57 ASTMD -2583
2 Flexural Strength : 160M/m‟ – ISO 08 –1975 (E)
3 Cross Break Strength : 120-140 N/mm
4 Tensile Strength : 95.7 N/mm -ISO/R/527-1966(E)
5 Compressive Strength : 180 N/mm – ISO –178-1975 (E)
6 Flexural Modulus : 4800 N/mm ISO – 178-1975 (E)
7 Percentage Elengation Break
(Percentage at break ) : 4.5%
Properties of steel
Rectangular Pipe
:
1 Size of Pipe : 50mm x 410 mm
161
Contractor No. of corrections Executive Engineer
2 Thickness : 1.98 mm
3 Area : 340.71 mm2
4 Weight considering density of
Steel : 2.6Kg/Mtr.Density:7.80gm/Cm
3
5 Flexural Strength : 250 N/mm2
- IS 800
6 Permissible Flexural Strength : 165 N/mm2
( 0.66 x fy ) :
Specification for Chopped STR and MAT :-
Fibre glass chopped strand MAT consisting Glass fibre strand approximately
cm. in length laid down in random pattern and uniform thickness and held
together by liquid adhesive binder . The glass composition should be that of
low alkali class “E” .The mat binder should have fast wetting out and good
mouldability with all common used types of polyester resigns. The glass
filaments should have a coat of silence coupling agent. The density of mat
should be 450 Gms/Sqm. The width of mat should be 1.5 packing in rolls of
average 40 kg. The roll should be supplied in a sealed polythene bag packed in
a cardboard box.
Details Specification as follows :-
Width 1.5 cm. the glass fiber used in the manufacture of chopped strand mat of
low alkali type confirming of “K” type glass.
Width 1.5m + 3m.
Strand Box – 29 (Average )
Dry breaking strength :- J-7/Kg-per 100mm width (minimum) gross breaking
strength of laminate (Map ) – Dry –205 (min) Wet –155
Emulsion bonded Mat Binder percent –3.90
Tolerance –2 %
Laminate Proportion
UTS –200 (min) N/Nh width per Kg/M2 giass
Lap shear strength N/NM –7(N-M)
Mass per unit area -450 Gm /M2
% Variation + 8%
162
Contractor No. of corrections Executive Engineer
Speciation shall be as per IS –3496 IS –4994 of 1973 and 2782 Part 3
COBALT ACCELARATOR
1 Appearance : Intence Blue Liquid
2 Metal : +0.01
3 Viscosity : Less than 0.5 paise
4 Non Volatile Content : Not more than 38%
5 Solvent : Mineral sprits
6 Specific Gravity : 0.90 + 0.015
The above accelerator in combination of ketone peroxide of 50% strength
should be able to get polyester resin in 25 urinates. Test per ISI –6746
Addition 3% Accelerator
2% Peroxide
Hardner :-
This has to be a M.E. ketone peroxide of suitable concentrate which will get
resin in 25 minutes with addition by 2% and 3% of Accelerators. Get test as
per ISI .6746 .
Construction Operation :-
PPGL FRP Rectangular shutters shall be made finished from both side and
fixed in M.S. frame duly coated with reinforcement of two layers of 450 CSM
impression with isothelic grade polyester resin both frame and shutter
fabricated /coated at factory lead proof seat and setting of hinges also made at
factory.
To provide lead 45 degree angle provided to both shutters and frame.
Fixing :-
“C” channel “I” beam duly coated with two layers of 450 CSM impressive with
ISO resin shall be supported from back side of the frame grouted in the side
walls.
Item to Include :-
This item includes manufacture of gate , fixing it in position with skilled
workmanship on site etc.( Excluding Transportation )
Mode of Measurement and Payment :-
163
Contractor No. of corrections Executive Engineer
The contract rate shall be for Sq. Meter .It includes all manufacturing and
fixing in position .90% rate will be paid after delivery of the gate on site and
balance 10% after fixing off the gate on site .Any damages or defects to gate
within one year should be got repaired by contractor at his own cost. Agency
should give in writing
Item No.19 :-
Providing and laying dry stone masonry (Groynes) excluding pointing for
all leads and lifts etc. complete.
General :-
The item provides for preparing the foundation, filling rubble, hand packing
rubble in the foundation and filling the voids with either gravel or sand as per
the item and as directed by Engineer-in-charge. The item includes all the
labour, material and tools required for completion of the same.
Materials :-
The required materials such as rubble, gravels or sand etc. shall comply with
details of 4 and 5 of general specifications, Gravel shall be natural obtained
from streams in the region and shall not contain particles bigger than 20mm in
diameter. It shall be clean and free from weathered and soft crumbling
portions. The materials are to be brought from private or Government quarries
with contractor‟s own cost and risk.
The sand shall not contain more than 5% of clay or silt.
Method of Execution :-
The bed on which rubble filling is to be laid shall be cleared off all loose
materials leveled and compacted and got approved form the Engineer-in-
charge, before filling. The rubble filling shall be carried out to the dimensions
and level indicated on the drawing or as instructed by the Engineer-in-charge.
The rubble shall be laid with the broadest face down words, and in close
contact with each other, in layers not exceeding 30 cm. thick. Each layer of
rubble shall be packed, wedged with quarry spauls and chips of rubble by
hammer. The further voids shall be filled up with gravels or sand.
Mode of Measurement and Payment :
The contract rate shall be for the unit of one cum. Of filling completed as
specified, with dimension restricted to those shown in the drawing or those as
instructed to do by the Engineer-in-charge or his representative.
164
Contractor No. of corrections Executive Engineer
Undertaking of the contractor
I/We...............................................................................................
do hereby undertake and identify the Govt. of Maharashtra water resources
department from the following.
We have quoted for the work of..................................................... and hereby declare
to indemnify to Govt. in case of delay in payment of our bills as per tender
agreement and shall not demand interest on bills dues and we further undertake not
to make any claim for losses which will be incurred for the delay in payment as
per procurement of Government.
The progress of the work shall be maintain in order to complete the said
work within stipulated time as per schedule of work provided by the tenderer in
respect of delay of bill by the Dept.
Seal & Signature of the Contractor
165
Contractor No. of corrections Executive Engineer
List of documents to be scanned and uploaded online
The following documents should be scanned and uploaded on the e-Tendering website
by the tenderers during online bid preparation stage. If any documents / information
are not submitted then the tender will be summarily rejected.
1) Earnest Money Deposit in the form of Government Treasury Challan or Term
Deposit Receipt for one year of required amount pledged in the name of the
Executive Engineer, Kharland Survey & Investigation Division – Pen shall be
enclosed. Certificates of exemptions for payment of earnest money, issued by
competent authority, if valid, shall be accepted instead of the Earnest Money
Deposit.
2) Document certifying the bidder as a registered contractor with Public Works
Department of the Government of Maharashtra valid on date of submission of
tender.
3) Certificate of Registration under Clause 16(i) of Maharashtra Value Added Tax
Act – 2005 or the Certificate of Registration under Rule-8 of The Bombay
Sales Tax Rules-1959. Contractors not submitting any of the two documents
will be liable for Tax Deduction at Source at the rate of 4% of the contract Price.
4) Scanned copy of Demand Draft for Tender Document Fees
5) Copy of Certificate of enrolment under The Maharashtra State Tax on profession,
trades, callings and employment act 1975. (See rule 3(2)) and certificate of
enrollment under section (2) or sub-section (2A) of section 5 of Maharashtra State
Tax on professions, trades, calling and employment act 1975.
6) Details of works of similar type and magnitude carried out by the tenderer
(in Appendix A)
7) Deed of partnership or Article of Association and Memorandum of Association
for limited Company, duly registered, if applicable.
8) Details of works of similar type of works tendered for and in hand with the value
of work unfinished on the last date of submission of tender. The Certificates from
the heads of the office, not below the rank of Executive Engineer, under whom
the works are in progress, should be enclosed (in Appendix B)
9) List of plants and machinery immediately available with the tenderer for use on
this work and list of machinery proposed to be utilized on this work but not
immediately available and the manner in which it is proposed to be procured
(in Appendix C)
10) Proof of having tenderer‟s own machinery.
11) Details of Technical Personnel on the roll of the tenderer (in Appendix D)
166
Contractor No. of corrections Executive Engineer
12) A certified copy of Power of attorney for signing the tender in case of proprietary
firm / partnership firm / Ltd. Co. Ltd. Corporation / sponsoring firm made by a
Group of firms.
13) Scanned copy of memorandum
14) Declaration of the contractor
15) Undertaking of the contractor
Note: If, during online bid preparation, any need arises to upload additional
documents, apart from the above mentioned documents, an option to upload
additional documents has been provided in the e-Tendering software which will
be available to bidders during online bid preparation stage.
List of supporting forms / documents / proforma to be downloaded by
contractors
Documents mentioned below, have been made available online as supporting
documents. Bidders will be able to download these documents, along with main
tender document, by following online tender document purchase procedure explained
in main tender document.
1) Drawings
2) Copies of Technical Sanctions and Administration Approvals