ichmegacluster.comichmegacluster.com/images/tender/a) tender of 4000 m3...p a g e 1 tender of 4000m3...
TRANSCRIPT
P a g e 1 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
ICHALKARANJI POWERLOOM MEGA CLUSTER
LTD. ICHALKARANJI.
TENDER DOCUMENTS FOR THE TURNKEY WORK OF-
Providing, Constructing & Commissioning, of 4000M3 Capacity Water
Storage Tank at Hatkanangale for Ichalkaranji Powerloom MEGA
CLUSTER Limited.
ICHALKARANJI POWER LOOM MEGA CLUSTER LTD
ICHALKARANJI.
Plot No. 1-7/B,Laxmi Co-operative Industrial Estate Hatkanagale-416109.
DIST.KOLHAPUR.(MAHARASHTRA).
www.ichmegacluster.com Email:[email protected]
P a g e 2 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Name of work :
I N D E X
Providing & Constructing, Commissioning, of 4000M3 Capacity
Water Storage Tank at Hatkanangale for Ichalkaranji Powerloom
MEGA CLUSTER Limited.
Sr. Particulars Page No.
No. From To
1. Tender Notice Published
2. Detail tender notice
3. General Terms and Conditions
4.
Procedure for downloading post qualification
format/tender form
5. Direction to the tender for filling tender.
6. Scope of work for B-1form
7. Terms and condition of contract
8. Gen. Specification of various work and terms of
payment
9. Additional contract conditions & clause under 1975
10.
Terms and Conditions for cement and steel to be
procured
by the contractor
11. Special condition for rubble and murum.
12. General Specification for work
13. General Specifications for materials
14. Declaration by contractor
P a g e 3 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
15. Undertaking for Guarantee
16. Cement variation clause & Cement consumption
17. Security Deposit and Defect Liability period
18. Programme of work
19. Clause of Insurance Policy of contract works
20. Conditions of Contract
21. B-1 Tender Form
P a g e 4 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
1.0 DETAILED TENDER NOTICE
Sealed tenders in “B-1” form are invited by the undersigned for the work
mentioned below from the contractors who have specialization in Construction , and
Commissioning 4000M3 capacity Water Storage Tank with performance guarantees.
The earnest money deposit and cost of tender form shall be paid by Demand Draft
only drawn in favor of Ichalkaranji PowerLoom MegaCluster Limited Ichalkaranji on
any Nationalized Bank or Scheduled Bank payable at Ichalkaranji without which tender
will not be opened. The tender shall be received in two envelopes. The first envelope
should contain EMD as stated below and the second envelope should contain the price bid
in B-1 form issued by IPMCL. The tender should be submitted through reputed courier
service or in Person so as to reach the office of Executive Director, ICHALKARANJI
POWER LOOM MEGA CLUSTER LTD Ichalkaranji.
If the submission is not done in proper manner as prescribed above, the
offer shall not be considered at all.
1
Name of Work
Turnkey project for Providing and Construction, of 4000M
3 cap. Water
Storage Tank at IPMC, Hatkanangale.
2 Type of Agreement “B-1” Form
3
Earnest Money
1% of the Gross Value of the Bid by Demand Draft drawn on any
Nationalized bank
only.
4 Security Deposit including
EMD
5 %
P a g e 5 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
5 Time Limit Five calendar months from the date of work order (including Monsoon)
6 Date of submission of tender On or before 13th
February 2019
before 5.30 p.m.
document
7 Last date for submission of queries
On or before 1st
February 2019 by the contractors in respect of
tender.
8
Date of reply to the queries
by IPMCL
During Pre
Bid Meeting
on 2nd
February 2019
at 11 a.m.
9
Date of opening of Technical bid evaluation at the
16.02.2019
at 11 am office of Ichalkaranji Powerloom Mega cluster Ltd
Hatkanangale
10 Date of Commercial Bid
Opening
Will be intimated later
11 Compensation for delay in
work completion.
As per LD clause
12 Validity of the offer (from the date of
Five months
opening of the tender)
The intended tenderers are requested to download qualification documents
& the tender documents, which will be available on the website of IPMCL
www.ichmegacluster.com. The tenders should be submitted in 2 envelopes. The 1st
envelope containing Technical Offer with Demand Draft for EMD & Demand Draft
for cost of tender Rs.5,000/- (Non-refundable) in the name of Ichalkaranji
PowerLoom MegaCluster Limited, Ichalkaranji payable at Ichalkaranji on any
Nationalized or Scheduled bank.
If the Demand draft towards cost of tender ( Non-refundable) and EMD &
duly filled qualification form is not found in the 1st envelope , then price bid of the
tenderer shall not be opened The second sealed envelope should contain the Price Bid.
The price bid of the tenderer who qualify for the work as per the prescribed criteria
shall only be opened. The tenderers, who fulfill the qualification criteria, should
submit the tender and enclose only those documents as prescribed in the qualification
form.
P a g e 6 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
The intended tenderers are requested to down load tender documents
from IPMCL’s website www.ichmegacluster.com which shall be filled
properly and submitted. No change should be made in the tender script by the
tenderer and if after submission of the tender it is noticed that the tender
script is changed, the tender submitted shall be summarily rejected.
The queries received from the tenderer before due date shall be
replied and the reply of the queries shall be given on 02/02/2019 in Pre-bid
Meeting. The Minutes of Meeting regarding the queries of the contractors
shall form part and parcel of the tender documents and the clarifications given
in this document shall supersede the provisions in the tender.
Right to reject any or all the tenders without assigning any reason
thereof is reserved by the Competent Authority of IPMCL.
P a g e 7 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
A) TERMS AND CONDITIONS - GENERAL
1. Tender documents shall be issued by the Office of the IPMCL at
Ichalkaranji to on payment of Rs.5000/- (non-refundable) by cash or DD in
favour of Ichalkaranji Powerloom Megacluster Ltd, payable at Ichalkaranji,
towards cost of tender documents. The Secretary, IPMCL will be the tender
issuing authority.
2. Modifications, if any, made in the above documents will be done by
addenda/ corrigenda, copies of which will be sent in duplicate to each bidder
before the due date of the tender. One copy should be signed, sealed and
submitted along with the technical bids. Tender to be submitted, is as detailed
hereafter. The bidder shall not make any additions/ deletions to or amend the text
of the documents except in so far as may be necessary to comply with the
addenda/ corrigenda issued. The bidders shall use only tender documents as
issued for submitting the bid and shall comply with various terms and
conditions.
3. All pages of tender documents shall be signed by the person authorized to
file the tender and submitted with technical bid.
4. The full name of the person authorized to file the tender, designation,
current and main office address, Phone No., Fax No. & e-mail address shall be
indicated in the tender.
5. Tenders sent through e-mail, Fax and Telex will not be entertained.
6. The tenders should be filled in and submitted in English. All
accompanying literature and correspondence shall also be in English.
7. No claim for costs, charges, expenses incurred by the bidder in connection
with preparation of tender submission and for subsequent clarifications of their
tender shall be accepted.
8. IPMCL will not be responsible for any typographical errors/ ambiguity/
additions/ omissions committed by the bidder while filling up of the tender.
9. Submission of a bid by a tenderer implies that he has read all the terms &
conditions and has made himself aware of the scope and specifications of the
items to be supplied, availability of the materials, local conditions and other
factors bearing on the execution of the supply.
10. The bidder shall be deemed to have full knowledge of documents and no
extra charges consequent on any misunderstanding or otherwise shall be allowed.
P a g e 8 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
11. The bidder shall be deemed to have satisfied himself before tendering as to
the correctness and sufficiency of his tender and about the rates quoted by him
and cover all his obligations under the tender.
12. Bids submitted by the manufacturers and authorized agents only shall be
considered.
13. EARNEST MONEY DEPOSIT (EMD)
14.1) Tender must be accompanied by Earnest Money Deposit (EMD) either in
the form of D.D or pay order in favor of Ichalkarnji Powerloom Megacluster
Limited and shall be interest free. The amount of EMD will be 1% of the value of
your quoted price.
14.2) EMD shall be paid in Indian currency only. In case of receipt of EMD in
Indian currency from abroad, same shall be refunded in Indian currency only.
IPMCL will not be responsible for refunding the EMD in foreign currency.
14.3) Tenders not accompanied by Earnest Money Deposit (EMD) shall be
summarily rejected.
14.4) The EMD of the unsuccessful bidder will be returned within 1 month from
the date of opening the technical bids.
14.5) The EMD of successful bidder will be released on submission of
Performance Bank Guarantee (PBG).
14. BANK GUARANTEE
The successful bidder will submit a PBG for 10% of the order value valid for SIX
months from the date of commissioning or 12 months from the date of Supply
whichever is earlier. This BG or DD should be submitted along with the Dispatch
Documents. The security deposit (DD or BG) should cover the entire warranty
period of the items to be supplied.
15. AUTHORITY OF SIGNING
If the tender is submitted by an individual, it shall be signed by him.
If the tender is submitted by a proprietary firm, it shall be signed by the
proprietor.
If the tender is signed by the partnership firm, it shall be signed by all the partners
of the firm or by the partner holding the power of attorney for the firm for signing
the tender, in which case, a certified copy of the power of attorney shall
accompany the technical bid.
If the tender is submitted by a limited company or a corporation, it shall be signed
by a duly authorized person or the person holding the power of attorney for
signing the tender, in which case a certified copy of the power of attorney shall
accompany the technical bid.
P a g e 9 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
16. PRICE & CURRENCY BID
17.1) The tender shall be filled in English with a neat hand/type and all the
figures and words shall be legible.
17.2) The rates shall be written both in words and figures. The bidder shall also
show the amount of each item, the total of each section and the grand total of the
whole tender.
17.3) Correction, if any, shall be made by crossing out, initialing with date and
rewriting.
17.4) In case of conflict between the figurers and words in the rates, the latter
shall prevail.
17.5) The tenders shall be verified by the bidder for accuracy in the arithmetical
calculations, prior to submission.
17.6) The price may be offered in Indian Rupee only.
17. PACKING AND SUBMISSION
18.1) The tender shall be submitted on or before the scheduled date & time and
at the address mentioned in the Tender Notice. While (i) technical bids (Cover- A)
of more than one item can be combined and kept in one cover, (ii) commercial
bids (Cover- B) shall be submitted for each machine separately in sealed covers.
Both the sealed envelopes (Technical & Commercial bids) should further be
enclosed in another envelope and addressed to The Executive Director,
Ichalkarnji Power loom Megacluster Limited, Ichalkarnji. The bidder should
ensure that the cover super scribe clearly on the top of each packet as technical
bid, commercial bid and on the main envelope the identity of the company/ firm
and the tender reference number.
18.2) The sealed covers should be super scribed (i) cover- “A” as “Technical
Bids” and (ii) cover- “B‟‟ as “Commercial Bids”.
18.3) Cover- A (Technical Bids) shall contain
a) Earnest Money Deposit (EMD) in the form of DD for an amount as
mentioned in the document. b) D.D of Rs.5000/- as document fees in case the
document has been downloaded from the website.
c) Original Tender document duly signed by the authorized person on all
pages with seal.
d) Compliance to technical specifications of the equipment/ item for which
bids are submitted – Authorized person to indicate the compliance of technical
specifications in the respective pages of the tender document and sign the same.
e) Compliance to the terms and conditions of the tender document –
Authorized person to specify, “All the above terms and conditions will be
complied with” and sign in respective pages of the tender documents, where
“terms and conditions” are given.
P a g e 10 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
f) Adherence to the stipulated delivery schedule of the equipment/ item –
Authorized person to specify
“delivery schedule given above will be complied with and sign in respective
pages of the tender documents, where “delivery schedule of each of the items” is
given.
g) Proof that the bidder is (i) either manufacturer or (ii) an authorized agent
for the equipment/ item for which the bid is submitted.
h) List of organizations in India and abroad, along with Contact Person,
address, Tel. No., Fax No. etc., to which similar make/model of the equipment
were supplied.
i) Compliance that the bidder has manufactured or supplied the Machine
during the past 2 years and performance report from at least 2 such users for the
past 2 years.
j) Covering letter, on the letter head of the bidder stating:
a. That the minimum warranty period of one year.
b. That the bid conforms to the terms and conditions of the tender.
c. Confirmation that the quoted rates are valid for ONE year from the date of
order confirmation.
d. The details regarding the service centers, stocking of spares, etc.
k) Addenda/ corrigenda/ clarification issued by IPMCL before due date of
tender, duly signed by authorized person.
l) Descriptive leaflet/ brochure giving the technical details of the equipment/
instruments.
m) A letter indicating assumptions, criterion, technical alternative, etc., if any.
However, the alternatives suggested by the bidder would not be taken as the basis
for technical/ commercial evaluation of the bids.
n) Details of pre-installation requirements should be given.
o) Power of Attorney authorizing the person who has filed the tender, if
applicable.
Cover-B ( Commercial Bids) shall contain -
a) Total cost of the main Storage Tank required for the functioning of the
system, including the test control system, utility, packing & forwarding etc., duly
filled and signed in the format prescribed in the tender document at Schedule
‘B’. No money other than the total indicated above will be payable on any
account.
18. VALIDITY OF THE TENDER
Rates quoted by the bidder and the Earnest Money Deposit submitted shall be
valid for ONE year from the date of Confirmation of the order.
P a g e 11 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
The Bidder shall not withdraw or revise or alter any conditions, rate(s) quoted
within this stated period, unless he is called upon to do so on mutual agreement/
negotiations. The Chairman, IPMCL reserves the right to forfeit the Earnest
Money Deposit if the bidder revokes or withdraws the tender within this stated
period.
19. OPENING THE TENDER
The Technical tender shall be opened by a Purchase Committee constituted by the
competent authority, IPMCL, Ichalkaranji, at the time, date and venue as given in
the “Tender Notice”.
20. AGREEMENT
The successful bidder shall sign and return copy of Purchase Order placed with
him, as a token of acceptance of the terms and conditions of the Purchase Order.
21. CRITERION FOR REJECTION
22.1) The IPMCL reserves the right to accept or reject any tender or
reject all tenders without giving any reasons whatsoever for their decision.
22.2) Tenders are liable to be rejected in which any of the prescribed particulars/
information is either missing or incomplete in any respect and/or if the prescribed
conditions are not fulfilled.
22.3) Tenders which are found to be technically non-responsive shall be rejected
and their commercial bids shall not be opened.
22.4) Canvassing in connection with tender is strictly prohibited and tender
submitted by bidder who resorts to canvassing will be liable to rejection.
22.5) Tenders containing specific conditions of the bidder other than the terms
and conditions given in the tender document and not acceptable to the IPMCL are
liable to be rejected.
22.6) If the validity of the offer is not for one year, the tender will be rejected.
22.7) If the tender document duly signed by the authorized person on all
pages is not submitted, the tender will be rejected.
22. The IPMCL caters mainly to the manufacturers/ exporters. Hence,
Purchase Committee may at its discretion give preferences to more popular
brands of machines, which give results that are widely accepted internationally by
buyers abroad and the decision of the Committee will be final.
23. Before submission of the tender, the prospective bidders are expected to
examine technical specifications of the machine required, terms and conditions,
etc., given in this tender document. Failure to furnish all information required in
the tender document may result in the rejection of the bid.
24. The IPMCL reserves all the right to cancel items, from the list of
requirement of machine without assigning any reason thereof.
CHECK LIST TO BIDDERS
1. Get all the clarification regarding terms and conditions, specifications etc
during the pre-bid meeting or through mail on [email protected] prior
P a g e 12 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
to submission of bids.
2. The original tender document purchased/ downloaded in full has to be
submitted along with the technical bids duly signed on all pages. Adequate copies
of the format of the cost details may be taken separately for each instrument.
3. If the tender document is downloaded, separate DD of exact amount as of
tender fee is to be enclosed and also the required EMD for each machine as
mentioned in the tender document are to enclosed.
4. A covering letter duly signed by the authorized person as per the specimen
given at annexure VI of the tender document.
5. Ensure that User Certificates from at least two users on their letter head
stating that the performance of similar make and model supplied to them is
satisfactorily is enclosed.
6. No commercial terms of reference should be given in the technical bid at
all.
7. A descriptive leaflet / brochure of the equipment quoted are enclosed
along with the technical bid.
8. Ensure that all documents are enclosed in cover A as mentioned
9. The technical and commercial bids are submitted separately super
scribing cover A Technical Bid for Water Storage Tank instrument & Cover B
Commercial bid for Water Storage Tank. The technical bids can be kept together
in one envelop, ensure that the commercial bids are kept separately for each
instruments.
10. Proof regarding manufacturer / authorized agent, as the case may be, is
enclosed.
11. Prior to submission of bids, bidders have to ensure that the system quoted
by them is suitable for treating the effluent to the standards prescribed.
12. Cost details are to be given in the prescribed format only. If more than one
Model of the instrument is quoted, separate sheet may be enclosed may be given.
Note: if the bidder fails to furnish all the relevant documents / information as
mentioned in the tender documents, the tender will be rejected.
P a g e 13 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
PROCEDURE FOR DOWNLOADING PRE-QUALIFICATION FORM/TENDER FORM
The tender documents consists of
1) Post-Qualification document.
2) Programme of work format.
3) Main tender documents.
4) Drawings .
It should be noted carefully by the Contractor that the offer is to be submitted
in two separate sealed envelopes. Each of the envelopes shall contain the
documents as stated below.
st Envelope will contain
1) Pret-Qualification form duly filled in along with all the requisite documents i.e.
Two separate Demand Drafts bearing cost of Blank tender form and EMD
drawn on Nationalized / Scheduled Bank payable in favor of “ ICHALKARANJI
POWER LOOM MEGA CLUSTER LTD Ichalkaranji “ .
2) An overall project schedule in the form of a bar chart shall be furnished along
with Post Qualification form.
If the earnest money is not paid in prescribed form as stipulated in the
tender notice, in the form of D. D. and documents listed above are not properly
enclosed, the main tender document submitted in envelope No.2 shall not be
opened at all and the offer shall stand rejected outright.
nd Envelope will contain—
1) The original tender form duly filled in without conditions.
2) Pre bid meeting shall be held on 2nd
February 2019 at 11.00 AM in the Project
Office for clarifications of doubts with bidder. Bidder shall submit their queries
on points/ scope of work etc in writing to MEGA CLUSTER. After discussion in
the meeting the Minutes of Meeting shall be issued. These minutes shall form part
& parcel of the contract document.Bidders offer there after shall be unconditional.
3) Bar chart showing the work to be executed in every month in the given time limit.
If any one of the above documents are not submitted in the 2nd
envelope, then
tender shall be summarily rejected which shall be noted by the tenderer.
Conditional offers shall be rejected outright.
P a g e 14 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
DIRECTION TO THE TENDERER FOR FILLING TENDER
The Tenderer shall duly sign and complete the printed form.
Every page of the tender and contract documents including specifications,
drawings, every correction, deletion or addition and every slip pasted etc. shall be
signed by the tenderer.
The Tenderer should carefully note unit of each item. No change in this unit is to
be made. In case of any doubt, the intending Tenderer should refer the matter to
the Executive Director and get necessary clarification, well in advance so as to
submit the tender on due date and time.
In case of any doubt regarding any clause in the tender documents, the same
should be got clarified from the Technical Director, well in advance , so as to
submit the tender on due date and time.
Contractors should note that.
1) The offer worked out for works under B-1 forms shall be quoted in Schedule
“B” properly.
2) The Grand total quoted by the contractor shall be considered for evaluating the
offer.
(1) INITIAL SECURITY DEPOSIT
The contractor is required to pay total 5% security deposit (Including EMD) of
tender amount if his offer is accepted and he is called for execution of agreement
as explained below.
i. 1 % EMD will be converted to security deposit that is paid along with the
tender
DD Drawn on any nationalized/ scheduled bank in favour of Ichalkaranji Power
Loom Mega Cluster Ltd payable at Ichalkaranji .Another 1% in the form of DD
after signing of the contract. Remaining 3% security Deposit will be collected in
every R A Bill to the tune of 0.5% till the value reaches 5% of the total Contract
Value.
iii. Since this is turnkey project job, rates quoted shall be firm & fixed. No
price escalation shall be paid or acceptable,
P a g e 15 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
: SCOPE OF WORK :
A) Providing and Constructing of 4000M3 Capacity Storage Tank.
The scope of work includes Providing and Constructing of R.C.C Tanks on the
basis of Obligatory data given separately and site plan given by IPMCL.
The scope of work includes following:
1) The detailed layout & other document, plan of Proposed Tanks shall be
submitted to IPMCL
2) The detail specifications given anywhere in tender document should be
considered.
B) Construction of 4000M3 Capacity Storage Tank:
The 4000M3
capacity Storage Tank shall be constructed in Plot No. 1-7B, Laxmi
Co-operative Industrial Estate, Hatkanangale. The Tank shall be suitable for
textile Industrial effluent as well as river water or filter water and softened water .
The effluent collected by collection system will be received in the Storage Tank
for further treatment.
.
P a g e 16 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
: TERMS & CONDITIONS OF THE CONTRACT :
1. Essential Qualifying criteria: -
Bidder should have executed at least two Water Storage Tanks of minimum
2000M3 Capacity on turnkey basis in last 5 years with satisfactory
performance. Bidders’ average annual turnover in last three years should
not be less than 1 Crores. Bidder must produce Credentials & experience
with details. Experience with renowned public/ private sector is a must.
2. Issue of Work Order:
Initially work order will be issued for work as per mentioned in the tender.
Total time period of contract is 5 Months. Time allotted for work will be 15
days & for Construction it will be 04 months.
3. Contractor shall ensure the compatibility with other agencies working in
the premises.
P a g e 17 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
10. TERMS OF PAYMENT
A) CIVIL WORKS
No advance will be paid with the work order.
75% of RA Bills shall be paid within 7 days of submission of bill. Balance
22% will be paid after certified by Engineer-in-charge. Detailed
measurements to be recorded & bill to be prepared. Minimum amount of
R.A. Bill shall be min.20 % of Contract value.
No advance will be paid for purchase of any material.
3% will be retained as Security Deposit. For hydraulic testing 10% of the
value of the tender cost will be retained & released after successful testing.
After commissioning and completion of satisfactory performance guarantee
runs and final acceptance as certified by Engineer-in-charge against a
performance bank guarantee of equivalent amount valid for a period of 12
months from the date of such commissioning of the Structure the security
deposit will be released after 12 months or against submission of
Performance Bank Guarantee of equivalent amount. This period of 12
months is defect liability period.
P a g e 18 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
GENERAL SPECIFICATIONS OF VARIOUS WORKS:
In addition to General specifications attached with the tenders following various
specifications adopted for Civil, Works shall be as follows :
Brief Specifications of Civil / Structural works:
1. All concrete shall be as per design mix and the same shall be batched by weight.
Minimum cement content for various grades of concrete shall be as per IS of latest
edition.
2. For all underground tanks/sumps,outer walls shall be 300 mm above FSL.
Minimum free board of 0.5 M shall be kept for liquid retaining structures and
minimum thickness of wall shall not be less than 0.20 M for all structures.
3. Excavated earth shall be disposed of upto maximum of 1500 M lead from the
plant battery limit to the disposal site as directed by Engineer In Charge.
4. The hydraulic test for liquid retaining structures shall be done in accordance
with I.S.: 3370.
However, the liquid depth for testing purpose shall be the design liquid depth
including the free board.
5. Minimum cover to the main reinforcement shall be as per relevant I.S.: (456,&
3370).
6. Floor slab of water retaining structures shall be minimum 250 mm thick as per
design and shall be cast directly over lean concrete M: 150 .
7. No waterproofing compound shall be added in M 30 concrete mix, for water
retaining structures. However, structures shall be made watertight by obtaining
proper compaction, dense concrete.
8 All concrete surfaces shall be form-finished concrete and no plastering
shall be done. However, in case of any rough surface, the surface shall be
smoothly finished at no extra cost.
9. Water proofing for RCC roof terraces shall be done by grouting with IPS
finishing. The thickness of roof-slab shall be minimum 0.13 M in M-30.
10. P.C.C. for water retaining structures shall be M:15, 150 mm thick.
11. All brick work shall be carried out as per IS specification in the proportion of
1:6 C. M. All external walls of the building shall be constructed in 230 mm thick
brick masonry and partition walls shall be constructed in 150 mm thick brick
masonry.
12. All brick structures shall be provided with 20 mm thick plaster in two coats
with sponge finish outside and 20 mm thick internal plaster with neeru finish
P a g e 19 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
inside with water proofing compound.
13. All building structures shall be painted with washable oil bond distemper of
approved make (Asian / Nerolac) in two coats from inside .
14. At all construction joints for water retaining structures, 200 mm wide GI
water stop shall be provided.
15. On walkway and around opening handrailing consisting of 90 mm dia R.C.C
vertical circular shaft 1 mtr. height and 25 mm dia SS304. pipes horizontal in two
rows with vertical at 2 mtr. c/c shall be provided with 1 coat of anticorrosive and
two coats of decorated paint.
16. All doors frame shall be of M. S. 18 gauge pressed steel of size 75 x 125 mm
and doors shutters shall be of superior quality factory made flush doors solid core
commercial type hot pressed of 35 mm thick with 12 mm thick wood lipping all
around. Door frame shall be painted with 1 coat of red oxide and two coats of oil
paint. Door shutter shall be painted with one coat of primer and two coats of
synthetic enamel paint from both sides. All doors shall be provided with necessary
fittings (Handles, sliding bolts, tower bolts etc.) in stainless steel.
17. Water retaining structure shall be concrete grade M 30 and rest shall be M 25
and is designed according to latest IS.
18. Minimum thickness of M.S. chequered plate shall be 6 mm and grating shall
be 25 mm.
19. Half brick partition walls shall be constructed in C.M. 1:4 with 8 mm hoop
iron reinforcement at every 4th course.
20. Specification of floor-on-grade in pump skid shall be as under:
21. a. Rubble filling 500 mm over well compacted earth.
b.125 mm thick RCC slab of grade M-15 with one layer of reinforcement of 8
mm (Tor) dia @ 200 mm c/c both ways over PCC.
22. Expansion joints shall be provided as per standard norms and as directed by
Engineer In charge.
23. All rooms in the Pumphouse shall be provided with electrification as per
approved drawing with tube fittings, fans, exhaust fans, power point etc. All
electrification work shall be carried out through casing and capping of approved
make (Modi) and size.
24. All windows shall be provided with steel CRC sheets 24 guage. Top (All
around).
25. All structures of storage tanks shall be painted from outside by acrylic
emulsion paint over one coat of primer as directed by Engineer in charge. All
P a g e 20 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
structural works with one coat of anticorrosive paint and two coats of synthetic
enamel paint.
26. All RCC / PCC work shall be done by using plywood and steel plank
shuttering with proper strong support and bracing.
27. B. B. masonry chambers with cover and proper finishing shall be constructed
for specials fixed on internal piping.
28. All doors & windows shall be provided with decorative RCC chajja of 0.75 M
Cantilever Span.
3
.
P a g e 21 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
ADDITIONAL CONTRACT CONDITIONS
1) The contractor shall engage full time Project Manager capable of engaging
labours and guiding the work and understanding the specification. He shall take
order as given by the Executive Director or his representative and shall be
responsible for carrying out the work. The agent shall not be changed without
prior intimation to the Executive Director and his representative at the work site.
2) The contractor shall take all the precautions during the execution of work so as
not to cause any damage to any property and shall be responsible to make it good
as directed by the Executive Director without any extra cost.
3) The successful tenderer shall produce the certification of the specified
concerned authority as valid and concerned license issued in this favour under the
provisions of the contract labour (Regulation and Abolitation Act. 1970) before
starting the work . All the cement, steel shall be tested and shall conform to
relevant IS Specifications. Design mix shall be only used at site during
execution.Failure to do so, acceptance of the tender shall be liable to be
withdrawn and security deposit shall be forfeited.
(46)The contractor shall pay not less than the fair wage to the work men on the
ground that the wages paid are not fair or are less than the Minimum Rates of
Wages as prescribed by the Government of Maharashtra under the Minimum
Wages Act. 1948 . The dispute shall be referred to the Executive Director, and his
decision shall be conclusive and binding on the contractor, but the said decision
shall not any way affect the conditions in the contract regarding payment to be
made by IPMCL at the sanctioned tender rates.
Revised clause 52 and 53 the contractor shall duly comply with all the provision
of the Contract Labour (Regulation and Abolitation) Act. 1970 (30 of 1970) and
the Maharashtra Contract Labour (Regulation and Abolitation) Rules, 1971, as
amended from time to time all other relevant statutes and statutory provisions
concerning payment of wages particularly to workmen employed by the
contractor and working on the site of work .
In particular the contractor shall pay wages to each worker employed by him on
the site of work at the rates prescribed under the Maharashtra Contract Labour
(Regulation and Abolitation) Act. 1970 . If the contractor fails or neglects to pay
any wages at the said rates or makes less payment and the IPMCL makes such
payment of wages in full or part there of less paid by the contractor as the case
may be, the IPMCL shall be deemed to be entitled to recover the same as such
from the contractor or deduct the same from the amount payable by the IPMCL to
the contractor here under or from any other amounts payable to him by the
IPMCL.
“ 46(V) (b) the contractor shall also maintain all records required to be maintained
under the Payment of Wages Act.1986. The Minimum Wages Act.1948 and the
Contract Labour (Regulation and Abolition) Act. 1970 and rules framed under
P a g e 22 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
these enactments ” .
4. The contractor shall, at all times, observe the provision of Employment of
Children Act, 1938 and re- enactments or modifications of these and shall not
employ or permit any person to do any work for the purpose or under the
provision of this contract in contravention of the provision of the said Act. The
contractor hereby agrees to indemnify IPMCL from and against all claims and
penalties which may be suffered by IPMCL or any person employed by them by
reason of any default on the part of the contractor in due observation and
performance of provision of the Employment of Children Act. 1938 or any re-
enactment or modifications of the same.
Clause under Act. 1975 :-
The contractor shall not while making recruitment for the same work or for work
on similar nature make any discrimination against women except where
employment women in such work is prohibited or restricted by or under any law
for the time being in force provided that the provision of this clause shall not
affect any priority or reservation for schedule castes or any other caste or category
of person in making recruitment.
P a g e 23 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
TERMS & CONDITIONS FOR CEMENT & STEEL TO BE PROCURED
BY THE CONTRACTOR
1. The Engineer-in-charge of IPMCL should check the material before they are
used in the work. If the material is not found as per relevant Indian Standard
Specifications then such material shall be rejected.Rejected material shall be
removed from site forthwith.
2. The contractor should make his own arrangements for storage and proper
security of materials procured by him by constructing a pucca shed, which should
be leak proof and should protect the materials against atmospheric effect. The
same shall be dismantled and removed the same within 15 days from the date of
completion of work. If the contractor fails to dismantle and remove the same
within specified period then the same shall be removed by the IPMCL at the cost
and risk of the contractor. The cost for such removal shall be recovered from the
contractor.
3. The cement supplied should be of approved make and bearing IS mark as
approved by Engineer- in-charge . The steel should be of approved make only.
The contractor should note that the testing of cement, steel and all material
supplied by contractor should be got done for each lot through Government Lab at
his own cost before use on work. Steel should be from Mahalaxmi.Sail,Tata
4. 6 MS plain bar shall not be used anywhere in the project.
P a g e 24 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
SPECIAL CONDITION FOR RUBBLE AND MURUM
The contractor must produce official receipt indicating from which quarry the
rubble/ murum has been brought and they should see that rubble/ murum is brought from
officially permitted quarries only.
During the execution of the work Engineer in charge shall verify the original
receipt from the contractor, whether the rubble/ Murum has been brought by him from
authorized quarries or otherwise and only rubble/ Murum obtained form authorized
quarries shall be accepted.
The payment of royalty for murum and rubble is the responsibility of the
contractor.
If the contractor produces the receipt of royalty charges paid to the Govt. by the
quarry owner (dealer or bill of registered/ Authorized dealer or bill accepted however
undertaking on stamp paper of Rs.100/- shall be given by the contractor in the token
regarding taking the entire responsibility of payment of royalty.
P a g e 25 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
GENERAL SPECIFICATIONS OF WORK
1. GENERAL:
For General Specifications of materials and completed items of this work,
the specifications contained in the STANDARD SPECIFICATIONS of P.W.D. of Govt. of
Maharashtra (Edition 1972) are to be referred to and followed in general. A list of certain
common material and items with reference to Standard specifications Book is given under.
The specifications for individual items of work shall be further carried out in
accordance with the Indian Standard specifications pertaining to various materials to be
used in the work and also workmanship and other relevant standard. The specifications
contained herein below shall however be in application or in addition to the specifications
laid down in various Indian Standard specifications. Where the two contradict the
specifications contained herein below shall hold good.
2. EXCAVATION :
a) Scope : The scope of work includes excavation in different materials
including soils, soft murum, hard murum, boulders, soft rock and hard rock, wherever
required for roads, pipe trenches, sumps, wet wells, building foundations, Nala channeling,
filling back around foundations, plinths, cutting for roads approaches, ramps etc., The
scope of work also covers conveyance, loading, unloading and disposal of excess
excavated materials low laying areas in 5 Km. Portion or stacking them properly as
indicated. The contractor shall furnish all tools, plant, machinery, instruments, qualified
supervisory staff, labour, materials, consumables and everything necessary, whether or not
such items are specifically stated herein, for completion of the job in accordance with the
specification requirements.
The contractor shall carry out the surveys of the site before excavation and set out
properly all lines and establish levels for various works as such.
b) Classification :
a) Loose/Soft soil:
Any soil which generally yields to the applications of picks and shovel„s, rakes or
any such ordinary excavating implements and organic soil, black gravel, silt, turf
loam, clay peat etc., fall under this category.
b) Dense/ Hard soil :
Any soil which generally requires the close application of picks , or jumpers or
scarifies to loosen it. Stiff clay, gravel and cobble stone etc., fall under this category.
c) Mud :
Mud is a mixture of ordinary soft soil and water in fluid or weak solid state.
P a g e 26 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
d) Soft/Disintegrated Rock ( Not Requiring Blasting ) :
This shall include the type of rock and boulders which may be quarried or split
with crow- bars. Laterality , hard conglomerate and amygdaloidal basalts also come under
this category. Only one rate shall be quoted on all the above materials which are excavated
without blasting.
e) Hard Rock ( Requiring Blasting ) :
This shall include the type of rock or boulder which for quarrying or splitting
requires the use of mechanical plant and or blasting.
Note: Boulder is a rock fragment, usually rounded by weathering. disintegration
and exploitation or abrasion by water or ice having minimum dimension in any
direction of more than 300 mm.
c) Clearing Site :
The area to be excavated/filled shall be cleared of all fences, trees, plan , pegs,
stumps, bush, vegetation, rubbish, slush etc., and other objectionable matter. If any roots or
stumps of trees are met during excavation, they shall be removed. The material so removed
shall be disposed off as directed by the Engineer-In-Charge. Where earth fill is intended,
the area shall be cleared of all loose or soft patches, topsoil containing objectionable
matter/materials before filling commences. No separate payment shall be made for such
clearing works.
d) Excavation for building structures :
a) Description
Excavation for structures shall consist of removal of materials for the construction
of the foundations, retaining walls, pipe trenches , ponds, road ways, C.D. works, tunnels
and other similar structures in accordance with the requirements of this specifications and
the lines and dimensions shown on the drawings or as indicated by the Engineer –In-
Charge.
The work shall include construction of shoring, bracing, draining and pumping;
the removal of all logs, stumps, grubs and other deleterious matter and obstruction
necessary for placing the foundations, trimming bottoms of excavation: backfilling
cleaning up the site and disposal of all surplus materials.
b) Description
After the site has been cleared off as per clause 2.3 above, the limits of excavation
shall be set out true to lines, curves, slopes, grades and sections as shown on the drawings
or as directed by the Engineer-In–Charge. The contractor shall provide all labour, survey
instruments and materials such as string, pegs, nails, bamboos, stones, lime, mortar,
concrete etc., required in connection with the setting out of works and establishment of
P a g e 27 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
bench marks.
The contractor shall be responsible for the maintenance of bench marks and other
marks and stakes as they are required for the work in the opinion of the Engineer-In-
Charge.
c) Excavation :
Excavation shall be taken to the width of the lowest step of footing and the sides
shall be left plumb where the nature of the soil allows it. Where the nature of the soil or the
depth excavated trench/pit does not permit vertical sides, the contractor at his own expense
shall put up the necessary shoring, strutting and planking or cut slopes to a safe angle or
both with due regard to the safety of personnel and the works and to the satisfaction of the
Engineer-In-Charge. The depth to which the excavation is to be carried out shall be as
shown on the drawings unless the type of material encountered is such as to require
changes, in which case the depth shall be as ordered by the Engineer-In-Charge.
d) Blasting :
Blasting is not permitted at the site as other works are in progress. The bottom of
the foundation shall be leveled both longitudinally and transversally or stepped as directed
by the Engineer-In-Charge. Before the footing is laid, the surface shall be slightly watered
and rammed. In the event of the excavation having been made deeper than that shown on
the drawing or as otherwise ordered by the Engineer-In-Charge, the extra depth shall be
made up with concrete of the foundation grade at the cost of the contractor. Any other
ordinary filling shall not be used for the purpose to bring the foundation to level.
When rock or other hard strata is encountered, it shall be freed of all loose and
soft materials, cleaned out and filled with cement mortar or grout to the satisfaction of the
Engineer-In-Charge.
e) Slips & Blows :
If there are any slips or blows in the excavation, these shall be removed by the
contractor at his own cost.
f) Back filling :
To the extent available, selected surplus soil from the excavation shall be used as
backfill. Fill material shall be free from clods, salts, sulphates, organic or other foreign
materials. All clods of earth shall be broken or removed. Where excavated material is
mostly rock, the boulders shall be broken into pieces not larger than 225 mm size mixed
with properly graded fine materials consisting of murum or earth to fill up the voids and the
mixture used for filling. If any selected fill material is required to be borrowed, the
contractor shall make arrangement for bringing the material from outside borrow pits. The
material sources shall be subject to the prior approval of the Engineer-In-Charge. The
contractor shall make necessary access roads to such borrow areas at his own cost if such
access roads do not exist.
Back filling of the foundation pits shall be carried out in the space around the
foundations after clearing it of all debris as directed by the Engineer-In-Charge and the
P a g e 28 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
volume of back filling is measured but not earlier than the full setting of the concrete or
masonry of the foundation. Back filling shall be carried out in such a manner as not to
cause undue thrust on any part of the structure. Back filling shall be done in space around
the foundations in layers of 150 mm loose thickness, watered and compacted to the
satisfaction of the Engineer-In-Charge.
g) Disposal of surplus Excavated Material :
All the excavated material shall be the property of the IPMCLWhere the
excavated material shall be the property of the IPMCLWhere the excavated materials is
directed to be used in the construction of the works for general grading, plinth filling or
embankments, the operations shall be arranged in such a manner that the capacity for
cutting, haulage and compaction are nearly the same. All hard materials such as hard
murum , rubble etc. not intended for filling in foundations, plinth or embankment, shall be
stacked neatly for future use as directed by the Engineer-in-charge within the lead
specified. Unsuitable or surplus materials not intended for use in part of the works or for
reuse shall be disposed off outside the work area as directed by the Engineer-in-charge.
h) Excavation and refilling for pipe line trenches :
a) In excavating trenches through the existing road, the soling, metaling, pavement, kerbing,
turf etc. are to be placed on one side and preserved for reinstatement when the trench or
other excavation shall be filled up.
Before any road metal is replaced, it shall be carefully shifted and cleaned. The
surface shall be restored and maintained to the satisfaction of the Engineer-in-charge and of
the owners of the roads or of other property traversed.
Grubbing shall be carried out and surface over the trenches shall be cleared of all
trees, stumps, roots and all other encumbrances affecting excavation of the work and shall
be removed from the site to the approval of the Engineer-in-charge.
b) More than half of the width of any road or street shall not be occupied and obstructed. If
insufficient space is left for public and private transit, the materials excavated shall be
removed and brought them back again when the trench is required to be refilled. The
consent of the Engineer-in-charge shall be obtained in writing before closing any roads to
vehicular traffic and the foot-walks must be kept clear at all times.
c) The trenches shall be excavated to such a depth that the pipe inverts may be at the levels
given on the sections. In bad strata, the Engineer-in-charge may order the contractor to
excavated to a greater depth than that shown on the drawings and to fill up the excavation
to the level of the pipe invert with concrete, broken stone, gravel or other materials. Any
such extra excavation and concrete shall be paid extra at the rate laid down for such
works in the schedule of the extra works, if ordered by the Engineer-in-charge in writing,
but if the contractor excavates the trench to greater depth than required without a specific
order to that effect in writing of the Engineer-in-charge , the extra depth shall have to be
filled up with concrete at the contractor„s own costs and risk to the satisfaction of the
Engineer-in-charge .
d) Unless otherwise described in the contract pipe bedding material having compaction
fraction value 0.2 or less when tested as specified and grading within the following range.
P a g e 29 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
IS sieve size Percentage passing
37.5 mm 100
20.5 mm 95 - 100
The soluble sulphate content shall not exceed 2 gm. of sulphate (as SO2) per liters when
tested in accordance with IS : 2720 . Contractor 33
e) After the pipe or other work has been laid and provide to be watertight, the trench or
other excavations shall be refilled. Utmost care shall be taken in doing this, so that no
damage shall be caused to the pipe and to other permanent work. The filling in the
haunches and upto 75 cm above the crown of the pipe shall consist of the fine selected
materials. Selected backfill shall be suitable material which is free from lumps of cohesive
soil size smaller than 75 mm and stones larger than 37.5 mm.
The soluble sulphate content shall not exceed 2 gm. of sulphate (as SO2) per liter when
tested. The back filling of the bedding and the surrounding of the pipes is to be carried out
immediately after jointing. The bedding and surrounding shall be brought up equally on
both sides of the pipe ensuring that, it is in carefully compacted layers not exceeding 150
mm thickness. The surrounding for rigid pipes which may be in bedding material or
selected backfill unless otherwise described in the drawings shall be taken upto a height of
300 mm above the top of the pipe barrel. Flexible metal pipes shall be surrounded as per
the instructions in the drawings.
f) The contractor shall, at his own costs and risk make good promptly, during the whole
period of the works in hand, any settlements that may occur in the surface of roads, beams,
footpaths, gardens, open spaces etc., whether public or private, caused by this trenches or
his other excavations and he shall be liable for any accidents caused thereby. He shall also,
at his own expense and charges, repairs and make good any damage done to buildings and
other property / If in the opinion of the Engineer-in-charge, he fails to make good or pay
the expenses of making good such works with all practicable dispatch, the Engineer-in-
charge shall be at liberty to get the work done by other means and the expenses thereof
shall be paid by the contractor or deducted from any money that may be or become due to
him or recovered from him in any other manner according to the law of the land.
g) The contractor shall at his own costs and charges provide places for disposal of all
surplus materials not required to be used on the works. As each trench is refilled, the
surplus soil shall be immediately removed, the surface properly restored and roadways and
sides left clear.
h) The contractor shall at all times support efficiently and effective the sides of the
trenches and other excavations by suitable timbering, piling and sheeting and they shall be
close timbered in loose or sandy strata and below the surface of the subsoil water level with
our any extra cost. All timbering, sheeting and piling with their walling and supports shall
be of adequate dimensions and strength and fully braced and strutted, so that no risk of
collapse or subsidence of the walls of the trench can take place. The contractor shall be
held responsible and accountable for the in sufficiency of all timbering, backing, sheeting
and piling used for all damage to person and property resulting from the improper quality,
strength, placing, maintaining or removing of the same.
i) The contractor shall at all times during the progress of works keep the trenches and
P a g e 30 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
excavations free from water which shall be disposed of by him in a manner as will neither
cause injury to the public health nor to the public or private property nor to the work
completed or in progress nor to the surface of any roads or streets, nor cause any
interference with the use of the same by the public.
j) If any excavation is carried out at any point or points to a greater width than the
specified cross section of the trench, the same shall be filled with concrete by the contractor
to the requirements of the Executive-in- charge at his own expenses and charges.
k) Width of the trenches shall be pipe diameter plus 60 cms.
l) No blasting permission in any case shall be granted,
2.6 PAY LINES:
2.7
Open excavation work. For sump and building
work etc.
H H V
Soil and soft 1
:
1 : 1
Hard murum and soft
rock
0
.
5
0.5 : 1
Hard rock 0.25 : 1
The slope shall be applicable beyond 1.5 m. depth only.
Working space shall be 30 cm. Outside the finish surface of main structure such
as wall, coloum, in case of trapazodical footing the working space will be 15 cm. Form toe
end of footing.
EXCAVATION FOR CI PIPE LINES, M.S, PIPELINES , DRAINAGE LINES, CD WORKS
Excavation shall be carried out in steps of 250mm wide on each side of the trench
and at every 1.5 m. depth.
In case of pipe line, the excavation in step shall be applicable beyond 1.5 m depth
only.
Excavation for jackwell & intake pipe. The 0.50 mtrs. affset shall be given on
either side for a depth of 1.50 mtr. in soil and soft rock and 0.25 mtr. Offset on either side
for depth of 1.5 mtr. in hard rock .
P a g e 31 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
2.8 Shoring and strutting :
Any shoring and strutting required for keeping the surface or excavation in
desired Position shall be provided by the contractor, shoring and strutting shall be
maintained right upto completion of the works.
The cost of shoring strutting is included in the unit rate of excavation.
3. CONCRETE :
h) SCOPE :
The scope of work under this specification covers the use of structural concrete
(plain or reinforced) wherever the same is specified in the drawings. The work shall be
done generally specified in the drawings. The work shall be done generally adhering to the
provision of IS:456 of the latest version thereof
INTENT : This specification deals with general structural use of plain and reinforced
concrete. The special requirement of structures such as hydraulic structures and water
retaining structures covered in the respective specifications are not covered in this
specification of IS456-2000 pertaining to the design aspects of cement concrete are not
specifically covered here. However, the executing agency is expected to be reasonably
familiar with the entire contents of IS: 456 of latest version and the IS code applicable for
Hydraulic/water retaining structures as well.
i) Material
3.2.1Cement :
1) All cement procured for the work shall be of ordinary Portland cement of 43 Grade
conforming to relevant IS i. e. IS 269-1978.
2) For all cement consuming items, in the work, cement to is be of ISI mark and 43 grade
OPC only. The brand name of cement manufactures are such as Ultratech, Manikgarh,
Rajashree, Birla Super, Naramda, Ambuja, Coromandal, Grasim and ISI marks cement
approved by the Engineer-In-Charge.
3) The cost of cement to be borne by the contractor for this work, shall be inclusive of all
taxes, transportation, Octroi and separate payment on any of the elements account will not
be made.
4) At least for every consignment of cement & steel , one test certificate of testing of cement
& steel, shall be obtained by the contractor from recognized lest laboratory, as
recommended by IPMCL at his own cost. If cement & Steel supplied is found to be of sub-
standard quality, the same will be rejected. In case cement supplied is found to the
substandard in the testing and if it is used before obtaining test result, the Engineer in
charge shall reject the portion of work constructed by substandard cement and the
contractor shall be required to dismantle all such work including the length with the other
work structurally connected with the same at his cost and risk.
6)The contractor shall maintain a record of receipt and consumption of cement for
P a g e 32 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
ascertaining the factuality of cement used, for various items of work, as per standard
cement consumption and shall be produced when asked for by IPMCL. This record will be
maintained in the work order book kept at site by the contractor under control of Engineer-
in charge and it will remain binding on the contractor to attest, it, day to day.
Average 28 days compressive strength of concrete proposed to be used shall not be less
than 90% of the average strength of three similar concrete cubes of size 15 cm prepared
with distilled water. The cubes shall be prepared, cured and tested in accordance with the
requirements of IS: 516 – 1959.
The PH value of water shall not be less than 6. Water satisfactory for mixing is also
suitable for curing.
d) The admixtures shall be used with the approval of Engineer-In Charge.
The admixtures shall conform to IS: 9103 – 1979.
3.2.2Aggregates :
Aggregates shall conform to the requirements of IS:383 – 1970 or the latest
version thereof. For heavily reinforced concrete members, the nominal maximum size of
the aggregates should be restricted to 5 mm less than the minimum clear distance between
the main bars or 5 mm less than the minimum cover to the reinforcement whichever is
smaller. Grading : The approximate range in grading of coarse aggregate shall be as under.
Maximum Nomin
al
75
mm
44 mm 20 mm 25 mm 10
mm
5 mm size
of
Range
in
to to to to
to
aggregate
10 mm
mm 150
mm
40 mm 40 mm 20 mm
20
mm
20 mm 10-20
100 65-67
33-45
40 mm 20-40 40-50 50-60 28-10
18 – 30
75 mm 40-75 20-36 10-36 35-44 10-30
13 - 29
150 mm 75-150 15-31 23-37 21-27 22-26 13-21
P a g e 33 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
j) The grading between the limits specified above shall be such that it shall
produce a dense concrete of the specified proportion and consistency that will work readily
into position without segregation and without excessive water content.
d) : The grading of sand and coarse aggregate is liable to be modified beyond
the limits specified above in said local conditions in order to obtain required strength and
workability. The grading as well as relative proportion of sand and coarse aggregate are
liable to be changed at the discretion of the Engineer-In – charge, in order to produce dense
concrete of required strength which can be worked readily into position without
segregation. In a given ratio of cement and total aggregates of volumes and coarse
aggregate, no compensation payable for adjustment of relative proportion and grading of
aggregate.
3.2.4Sand :
3.2.4.1 Source and size : Sand used for the work shall be from natural rivers
and with such a characteristics that should necessary satisfy the specification and maximum
size of the sand be upto 5 mm.
3.2.4.2Quality:-The sand shall consist of hard, dense durable silicons grity
materials obtained from rock fragments.
It shall be free from injurious amounts of dusts, lumps and fiacky particles
substances. The maximum individual percentage of deleterious substances in the sand
delivered for use shall not exceed the following.
Material passing through sieve No. 200 (M.S.) Percentage
or IS No.8 passing
1) 0.0029” 4%
2) Shale 1%
3) Coal 1%
4) Clay lumps 1%
5) Total of other deleterious
substances such as alkali,
mica, cement grains soft
and flaky particles.
1%
Contents of the percentage of all deteriorating substances shall not be exceeded
five percent by weight. The sand shall be free from injurious amounts of organic
impurities. Sand producing a colour darker than the standard in the colorimetric test for
organic test for organic impurities shall be rejected.
P a g e 34 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
3.2.4.3 Natural sand :-The natural sand shall be well graded and the sieve
analysis of the sand shall be conform to the following limits of gradations.
AOT Sieve No. Equivalent IS Sieve Cumulative % by weight
retained on sieve
3/8
Nil
4 4.75 0 to 8
8 2.36 mm 0 to 30
16 1.15 mm 60 to 65
30 600 microns 65 to 80
50 300 microns 90 to 99
100 150 microns 95 to 100
The gradation curve of the natural sand shall be within the enveloping curves of
gradation for natural sand.
3.2.4.4 Fineness Modulus : The fineness modulus shall be calculated by adding cumulative
percentage of sand retained on the size A.S.T. M. standard screen from No.4 to 100
inclusive ( or 480, 120, 240, 60, 30 & 15 sieve of the IS) dividing the sum by 100. Any
deviation from specified range of gradation and modules shall not be permitted without the
written permission of Engineer-In-Charge.
Natural sand shall have a fineness modulus ranging from 3.3 to 3.9 without any
admixture.
3.2.4.5: Coarse aggregates for concrete shall consist of hard dense durable uncoated
crushed rock or gravel and shall be free from injurious amounts of soft, fixable, thin,
elongated or laminated pieces, alkali organic matter of other deleterious sub-stances.
Flocky and weathered stones shall not be used.
3.2.4.6 Impurities :-The broken stone or gravel shall be free from dust and dirt and shall be
washed if necessary to ensure that all faces of the stones are perfectly clean. The maximum
individual % by weight of deleterious materials in any size of coarse aggregates shall not
exceed the following values.
P a g e 35 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Material passing through
IS Sieve No. 100 Percentage
Shale One
Coal One
Soft fragments One
Clay lumps One Forth.
Other deleterious One
The sum of the percentage by weight of all deleterious substances in any sample shall not
exceed five.
P a g e 36 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Mix Designs -
CONCRETE :
TABLE – I
GRADES OF CONCRETE
Grade Designation Specified Characteristic
Compressive strength at 28 days
in N/sqmm
M – 10 (1:3:6) 10 N/sqmm.
M – 15 (1:2:4) 15 N/sqmm.
M – 20 ( 1:1 ½ : 3) 20 N/sqmm. Mix Design.
M – 25 ( 1:1:2) 25 N/sqmm. Mix Design.
M – 30 30 N/sq.mm Mix Design
The tensile strength, elastic deformation, shrinkage, creep and thermal expansion
of concrete shall be as per of IS : 456 – 2000 and its latest version.
The workability of concrete shall be as per IS: 456-2000 and its latest version.
3.3.1 DURABILITY :
The durability of concrete depends on its resistance to deterioration and the
environment in which it is placed. The resistance of concrete to weathering, chemical
attack, abrasion and fire depends on its quality and constituent materials. Susceptibility to
corrosion is governed by the cover provided and the permeability of concrete. The cube
crushing strength alone is not a reliable guide to durability of concrete. It must have an
adequate cement content and low water cement ratio.
3.4Mix proportioning and mixing –
PRODUCTION AND CONTROL OF CONCRETE.
To avoid errors in batching, due consideration should be given to using the smallest
practical number of different concrete mixes on any site at any one plant.
BATCHING :
P a g e 37 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
In proportionate concrete, the quantity of bulk cement and aggregates should be
determined by mass where mass of cement is determined on the basis of mass of cement
per bag. A reasonable number of bags should be weighed periodically to check the net
mass. When cement is weighed on site and not in bags, it should be weighed separately
from aggregates. Water should be either measured by volume in calibrated tanks or
weighed. Any soild admixture that may be added may be measured by mass, liquid and
paste admixture by volume or mass. Batching plant shall conform to IS: 4925 – 2000 or the
latest version thereof. Accuracy of all measuring equipments shall be periodically checked.
The grading of aggregates should be controlled by obtaining the coarse aggregates in
different sizes and blending them in the right proportion when required, the different sizes
being stocked in separate stock piles. The material should be stock piled for several hours,
preferably a day before use. The grading of coarse and fine aggregates should be checked
as frequently as possible, the frequency being determined by the Engineer-In Charge. It is
important to maintain the water cement ratio constant of its cement value. To this end,
determination of moisture contents in both coarse and fine aggregates should be made as
frequently as possible. The frequency at site will be decided by the Engineer – In – Charge
according to the weather conditions. The amount of water added shall be adjusted to
compensate for any observed variations in the moisture contents. For the determination of
moisture contents in the aggregates, IS: 2386 ( part II ) 1963 shall be referred to. To allow
for the variation in the mass of aggregates due to variation in their moisture contents,
suitable adjustments in the masses of aggregates shall also be made.
Mixing :
Concrete shall be mixed in mechanical mixers. The mixer shall comply with
IS: 1791-1968. The mixing shall be continued until there is a uniform distribution
of the materials and the mass is uniform in its colour and consistency. If there is segregation
after unloading from the mixer, the concrete should be remixed.
3.5 Transporting and placing –
Concrete shall be transported from mixer to the formwork as rapidly as possible
by methods which will prevent the segregation or loss at any of the ingredients and
maintaining the required workability.During hot or cold weather concrete shall be
transported in deep containers. Other methods to reduce loss of water by evaporation in hot
weather and heat loss in cold weather may also be adopted.
PLACING :
The concrete shall be deposited as neatly as practicable in its final position to
avoid rehandling. The concrete shall be placed and compacted before setting commences
and should not subsequently be disturbed. Methods of placing should be such as to
preclude segregation. Care should be taken to avoid displacement of reinforcement or
movement of formwork.
P a g e 38 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
3.5.1 COMPACTION :
Concrete should be thoroughly compacted and fully worked around the
reinforcement around embedded fixtures and into corners of the formwork.
3.5.2 CONSTRUCTION JOINTS :
Concreting shall be carried out continuously upto construction joints, the position
and arrangements of which will be indicated by the designer. When the work has to be
resumed on a surface which has hardened, such surface shall be roughened, swept cement
mortar in same ratio of cement to sand in the concrete mix. This layer of cement slurry or
mortar shall be freshly mixed and applied immediately before placing concrete.
3.5.3 COMPACTION :
All concrete shall be vibrated by mechanical vibrator of approved type so as to
ensure dense concrete. Hand tamping and ridding shall not be used for compaction of
concrete except in special circumstances with the express permission of the Engineer-In
Charge. When immersion type vibrators are used, they shall be vertical type and about 50
cms. apart.
3.5.4 DRY – BATCHING :
Dry mortar consists of one part of cement two parts of sand by volume and just
enough water so that the mortar used will stick together on being mounded into a ball by
slight pressure of the bonds and will not exclude water when pressed but will leave the
hands damp. The mortar shall be placed in layers of not more than 20 cm. thickness after
being compacted, each layer shall be roughened by being scratched to provide an effective
bond with the succeeding layers. The last of finishing layer shall be smooth to form a
surface continuous with the surrounding concrete. All patches shall be rendered thoroughly
to the surface of the chair opening and shall be sound and free from shrinkage cracks.
3.5.5 (A) FINISHING A PERMANTELY EXPOSED SURFACE :
Except as specified or directed, all permanently exposed surfaces and other
surfaces requiring durability under water (Except the outlet ) Shall be finished in the
following manner. As for as possible concrete should have form finish. If the form finish is
not satisfactory the concrete surface shall provided with 20 mm thick plaster as per
direction of Engineer-in-charge. Till the plaster is done no full payment shall be released.
(B) Variation in concrete surface.
The maximum allowable variation of concrete surface shall be as listed below: -
P a g e 39 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Type of Irregularly Allowable in mm
Gradual 12 mm
Abrupt 6 mm
Abrupt irregularities are defined as off sets and fins caused by displaced or
misplaced from sheeting, Iining or from sections by loose knots in forms of otherwise
defective from timber. All other (except depressions for closed as gradual irregularity)
Radical irregularities shall be measured with a 1.5 m. consisting of straight edge for place
surface and its equivalent for curved. Surface grinding or stoning shall be done for required
to bring the irregularities within the specified limits as above .
3.5.6 CEMENT VARIATION CLAUSE :
The variation in cement consumption for cement consuming items should be +/-
5% of figures given, if the actual consumption on any work is beyond these limits, reduced
rates shall be paid for any item of work on which less cement has been used below limit of
(-) 5% and a penal recovery be made for excuses and wasteful cement. If consumption goes
beyond the limit of +5%, the rate of recoveries from the contractor should be at Rs. 6600/-
per tone of cement used in excess beyond the permissible ranges as stipulated above. The
standard consumption for cement shall be as per the table enclosed with the tender. No
claim for extra use of cement more than permissible limits shall be entertained by IPMCL.
3.5.7 VIBRATION :
The vibrators should be inserted to the full depth of the newly laid concrete layer.
The vibrators shall however not revibrate the concrete which has commenced its final set.
Special care shall be taken to see that the vibrator touching the reinforcement or embedded
parts does not disturb the concrete below which commence its final set. The concrete shall
not be vibrated excessively so as to cause segregation.
For the section of RCC wall a surface vibrator shall also be used by the contractor
for proper compaction of RCC work whenever necessary.
3.6 CONCRETING AT NIGHT TIME :
As far as possible no concreting is to be done at night. However, if the concrete is
to be placed at night, adequate lighting arrangements shall be made as directed by the
Engineer-In-Charge and no female workers shall be employed for working at night time.
3.7 CONCRETING DURING RAINS :
When concreting is required to be done or continued while it is raining it shall be
seen that the concrete is not damaged due to rain while it is being transported and placed.
After placing the green concrete, it shall be adequately covered for a period of 24 hrs. The
work shall, however, be discontinued when the rain is so severe that water collects in pool
on the surface of the fresh concrete and it is not possible to provide adequate shelter.
P a g e 40 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
3.8 SAMPLING AND TESTING :
Samples from fresh concrete shall be taken as per IS: 1199-1959 and cubes shall
made, cured and tested at 28 days in accordance with IS: 516 – 1956 and its latest version
thereof.
In order to get a relatively quicker idea of concrete, concrete tests at 7 days may
be carried out in addition to the 28 days compressive strength tests. For this purpose, values
given in label below may be taken for general guidance in case of concrete made with
ordinary Portland cement. In all cases the 28 day compressive strength alone will be
criterion for acceptance or rejection of the concrete.
Grade of Concrete Compressive strength of concrete on 15 cm
size cubes at 7 days N/sq mm
------------------------------------------------------------------------------------------
M
M-10( 1:3:6) 7.0
M - 15( 1:2:4) 10.0
M -20 ( 1:1 ½ :3) 14.0
M - 25 ( 1:1:2) 17.0
M- 30 As per IS code
3.8.1 FREQUENCY OF SAMPLING :
Sampling Procedure :
A random sampling procedure shall be adopted to ensure that each concrete batch shall
have a reasonable chance of being tested, i. e. the sampling should be spread over the entire
period of concreting and cover all mixing units.
TEST SPECIMEN :
Three test specimen shall be made from each sample for testing at 28 days.
Additional cubes may be required for determining the strength of concrete at 7 days or at
the time of striking the formwork. The specimen shall be tested as described in IS: 516 –
1959.
TEST STRENGTH OF SAMPLE :
The test strength of the sample shall be the average of the strength of three
specimens.The individual variation should not be more than + 15% of the average .
P a g e 41 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Concrete will be rejected if it is porous or honeycombed in placing has been
interrupted without providing a proper construction joint, the reinforcement has been
displaced beyond the tolerances specified or construction tolerances have not been met.
3.9 CURING :
Moist Curing :
Exposed surfaces of concrete shall be kept continuously in damp or wet condition
by pending or by covering with a layer of sacking, canvas, hassian or similar
materials and kept continuously wet for at least seven days from the date of
placing the concrete.
3.10 Inspection and post testing of structures.
Inspection. immediately after stripping the formwork, all concrete shall be
carefully inspected and any small defects be removed or made good before the concrete has
thoroughly hardened.
In case of doubts regarding the grade of concrete used either due to poor
workmanship or based on results of cube strength tests, compressive strength tests on
concrete shall be done on the basis of core test.
3.11Concrete structures for storage of Liquids –
3.11.1SCOPE :
The scope of work for concrete structures for the storage of liquids includes
providing all the materials, labour, scaffolding and other temporary works as required,
including mixing, pouring, casting, curing, de-shuttering and testing of all structures for
storage and conveyance of work including those structures in contact with water. The
structures involved include jackwell, sumps,etc. The work shall be done generally in
accordance with IS: 3370 ( Part II) – 1965 or the latest version thereof.
P a g e 42 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
3.11.2INTENT :
This specification covers the general requirements for the construction of
concrete structures, plain, reinforced or pre-stressed concrete, intended for storage of
liquids, mainly water.
3.11.2MATERIALS :
The requirements for materials shall be governed by 4 of IS :456 – 1964 and 4 of
IS: 1343-1960 for reinforced concrete and prestressed concrete members, respectively, with
the following additional requirements :
a) Porous aggregate.
Under no circumstances shall the use of porous aggregates, such as burnt clay and
broken brick or tile, be allowed for parts of structure either in contact with the liquids on
any face or enclosing the space above the liquid.
b) Prestress steel :
The steel prestressing for prestressed concrete members of the structure shall
comply with the requirements of either IS : 1785 – 1961 or IS : 2009 -1962
3.11.3JOINTING MATERIALS :
Joint, fillers, joint sealing compounds, water bars and joint cover plates shall
conform to the requirements of relevant Indian standards.
3.11.4DESIGN MIX CONCRETE. :
Design Mix concrete is that concrete in which proportions of aggregates, cement
and water are determined by preliminary tests of the materials to be actually used to obtain
the specified strength with the use of minimum quantity of cement. It shall generally
comply with relevant provisions in I.S. 456- 2000 or the latest version there of
Materials :-Ordinary portand cement, fine aggregates , coarse aggregate and water
shall comply with specifications laid down for the respective items in specification No. B.6
for ordinary concrete. (M-15 & M-20 Rate of cement consumption in bags 5.90/m3 &
7.90/m3 respectively . The consumption of designed cement concrete is tentative. The
consumption as per design mix will prevail execution.) Proportioning Mix :- The mix of the
fine and coarse aggregates, cement and water shall be designed by preliminary tests to give
the densest concrete requiring the minimum quantity of cement paste for binding the
materials to give the required strength . Water content shall be such as to suit the required
consistency. Water content and the water cement ratio shall be determined from the results
of preliminary tests of concrete to give the specified strength with the materials proposed
for actual use in the work, carried out before the work is started adopting the consistency
suitable for the work and method of compaction that will be actually used on site.
P a g e 43 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Tests :-Tests shall conform to the specification laid down in IS 456-2000 or the
latest version thereof . These test shall be got done in an approved laboratory at the cost of
the contractor and test report of design mix shall be submitted well in advance before
execution concrete work for approval of competent authority.
Preliminary Test :- In preliminary tests, three separate tests shall be carried out on
samples collected from different stacks . Each test shall be carried out with six samples of
15 cm. (about 6”) cubes and 3 of these shall be tested at 7 days and 3 at 28 days . In
preliminary tests the average crushing strength attained shall be 33% higher than required
on work tests.
Works Test :- For each of the works tests , 6 samples shall be prepared from the
concrete being used on the work 3 samples being tested 7 days and the remaining 3
samples at 28 days . Works test shall be carried out on each of the first six days and
subsequently once in three working days or for every 60 cum. (2120 c. ft. approx.) of
concrete whichever is less and also whenever the quality or grading of the materials is
changed
. When a relation between the strengths at 7 days and 28 days is established only
3 samples may be prepared and tested at 7 days only . This normal number of control
specimen test may be increased if the Engineer considers it necessary .
Field Mix :-The actual proportions of the fine and coarse aggregates will be
determined by preliminary test. In the works test, bulkage of sand due to moisture if any,
should be allowed for different batches according to the moisture actually present at the
time of mixing. This moisture will be taken into account in controlling the mixing water
also. The proportions once fixed by preliminary tests shall not be changed so long as the
materials are the same, subject only to the quantities of fine aggregate and water being
adjusted to compensate for bulkage due to the moisture in sand and free water in fine
aggregate at the time of use.
No change of materials shall be allowed unless fresh tests with new materials
show satisfactory results .
Water and cement content per batch of concrete as determined by preliminary
tests shall be maintained constant except for suitable allowances to be made for surface
moisture of the aggregates at the time of actual use.
It is binding for contractor that, the minimum quantity of cement to be used in
design mix is as per I.S. specified and shall be approved by the competent authority .
P a g e 44 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
For any particulars item. Compressive strength required to be attained by the
concrete at 28 days in the preliminary and works tests on 15 cms. (about 6‖) cubes,
minimum cement content required to be used and approximate proportions of approved
fine and coarse aggregates shall be specified in the specials provisions. These particulars
will be only for the guidance of the contractor for quoting rates.
Immediately upon the receipt of the award of the contract, the contractor shall
inform the Engineer the exact location of the sources of the acceptable materials, which he
proposes to use and get the materials, approved. The mix with the actual approved
materials to be used shall be got designed in an approved laboratory by the contractor with
minimum quantity and cement to give the specified strength in the preliminary tests and the
proportions got approved by the Engineer in writing. These proportions shall be used , so
long as the materials continue to be of the same quality and from the same sources subject
only to slight changes in the relative quantities of fine and coarse aggregates for the
purpose of promoting workability provided the works tests also show the required
strengths.
If such preliminary test involve change in the theoretical cement factor originally
set forth in the special provisions on the higher or lower side, no adjustment in the cost of
the item to be paid to the contractor .
If during the progress of the work, the contractor wishes to change the materials,
the proportions shall be fixed on the basis of fresh preliminary tests to give the required
strength after the Engineer is satisfied that the materials satisfy the specifications.
Mixing :-Mixing shall comply with standard specifications book of B&C Deptt.
For specification No.
B.6.4 . Mixing shall be done only by mechanical mixers.
Forms :- Forms shall comply with standard specifications book of B&C Deptt.
For specification No. B.6.5(b)
Transporting :- Transport shall comply with standard specifications book of B&C
Deptt. for specification No. B 6.6
Placing :-Placing shall comply with standard specifications book of B&C Deptt.
For specification No. B.6.7
Compacting :-Compacting shall comply with standard specifications book of
B&C Deptt. For specification No. B. 6.8
Compaction shall necessarily be done mechanical vibrators. No hand compaction
will be
permitted except (i) to supplement vibration near the edges and faces of forms, to
fill the corners completely and to prevent honeycombing or (ii) in members where vibration
is not possible nor desirable in the opinion of the Engineer.
Curing :- Curing shall comply with standard specifications book of P. W Deptt.
P a g e 45 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
For specification No. B.6.9
Finishing :-The concrete should have form finish, if the form finish is not
satisfactory, 20 mm thick smooth cement plaster shall be done as per the direction of
Engineer-in- charge., at the contractors risk and cost.
Retempering :-As per standard specifications book of P.W. Deptt. for
Specification No.
B.6.11 shall be followed.
C Sampling and Testing :- Sampling & testing shall comply with test above
an special provision in the tender and relevant provision of tender as per 3:8:1
Keeping Records :- A day to day record authenticated by a responsible officer
of the department and the representative of the contractor in the proforma
approved by the Engineer shall be maintained by the contractor on the work site
and kept open for inspection . This shall contain important information such as
receipts of cement on the work site , the details of use on various items , time of
starting concerting and closure , number of batches through the mixer , sources
of water , water cement ratio of concrete , slump , date of erection of form work
, passing of form work by the competent authority, dates of striking of forms,
periods , and method of curing and other events worthily of note . On
completion of work , the record shall be handed over to the department .
Item to include :- All the provisions prescribed in standard specification book
of B&C Deptt. Of specification No. B.6.14 and also the preliminary laboratory
tests to determine the exact proportions of the concrete mix to give the
specified strength and control tests during the concreting operations.
CONCRETE MIX :-
Provisions of the relevant sections of IS: 456 – 2000 shall be applicable subject to
the following further requirements.
a) Except for thick sections with thickness greater than 450 mm and
parts of structure neither in contact with liquid on any face nor enclosing the space above
the liquid, concrete mix weaker than M200 shall not be used.
b) The minimum quantity of cement in the concrete mix shall not be
less than 360 kg/m3 in reinforced cement concrete work. Cement in concrete mix shall not
preferably exceed 530 kg/m3 of cement concrete.
P a g e 46 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
3.11.5IMPERVIOUSNESS OF CONCRETE MIX :
In the construction of concrete structures for the storage of liquids, the
imperviousness of concrete is an important basic requirement. The permeability of any
uniform and thoroughly compacted concrete of given mix proportions is very largely
dependent on the water cement ratio. While increase in this ratio leads to an increase in the
inherent permeability, a very much reduced water cement ratio of a mix with a given
cement content may cause compaction difficulties and thus may prove equally harmful. For
a given mix made with particular materials, there is a lower limit to the water cement ratio
which can be used economically on any job.
It is essential to select a richness of mix compatible with available aggregates,
whose particle shape and grading plays an important role on workability which must be
suited to the means of compaction selected.
Efficient compaction preferably by vibration is essential. In practice, it is usually
convenient, particularly when dealing with thin congested reinforced sections, to specify a
cement content sufficiently high to ensure that thorough compaction is obtainable while
maintaining a sufficiently low water cement ratio. In thicker sections, where a reduction in
cement content might be desirable to restrict the temperature rise due to cement hydration,
a lower cement content is usually permissible, partly because the overall permeability of
the section is reduced by the greater thickness and partly because less congested conditions
may permit thorough compaction of a some what drier mix. While proper attention must be
paid in achieving a mix of inherently low permeability, it should be recognized that
common and more serious causes of leakage in practice, other than cracking, are defects
such as segregation and honey combing and in particular all joints are potential source of
leakage.
The mixes as specified in 3, if fully compacted, will give a degree of permeability
adequate for all ordinary purposes. In special circumstances, where necessary, the engineer
should satisfy himself by a percolation test, that an adequate degree of impermeability is
obtained.
3.11.6THICK SECTIONS :
Thick sections shall be those parts of structure which have thickness greater than
450 mm. There is a likelihood of cracking in such sections as a consequence of temperature
rise during hydration of cement and subsequent cooling. Such cracking is not easy to
control by reinforcement. The following are some of the measures that may be adopted for
reducing the likely hood of cracking.
In general terms while concreting in thick sections, the requirements of IS : 456 –
2000 shall apply as far as possible.
P a g e 47 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
3.11.7MAKING OF JOINTS :
Construction Joints.
These should be set at right angles to the direction of the member. The position
and arrangement of the joints shall be determined at the design stage and indicated on
drawings.
The surface film of first placed concrete should preferably be removed whilst the
concrete is still green to expose the aggregate and leave a sound irregular surface. This may
be effected by spraying with water of air and water, assisted by light brushing where
necessary. If the concrete is allowed to harden it will be necessary to achieve the desired
surface by backing the whole of the surface care being taken to avoid damaging the
aggregate.
While the remainder of the concrete should be kept continuously wet, curing of
joint surface may be suspended a few hours before concreting is to be resumed to permit no
more than superficial drying of the joint surface. Just before concreting is resumed, the
roughened joint surface should be thoroughly cleaned and free from loose matter preferably
without re-wetting and then treated with a thin layer of cement grout, worked well into
surface or treated with cement/sand mortar in which water/cement, sand/cement ratios do
not exceed those in the new concrete. Special care should be taken to avoid segregation of
the concrete along the joint plain and to obtain thorough compaction.
CONSTRUCTION :
Unless otherwise specified and subject to the following additional
recommendations, the previous of IS : -456-2000 shall apply to the construction of
reinforced concrete liquid retaining structures.
CONSTRUCTION OF FLOORS :
The ground should be covered with at least 100 mm thick plain cement concrete
screed of composition as per drawings. Floors cast on ground should be in not less than two
layers, the bottom layer of which may comprise or replace the plain concrete screed. When
the screed forms an integral part of the floor slab forming one of the two layers then the
mix for screed shall be no weaker than M - 250.
P a g e 48 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
A layer of building paper or other suitable material should be laid between two
successive layers. The layers other than plain concrete screed if used should be placed in
panels the sides of which should not exceed 7.5 m in the case of reinforced slabs and 4.5 m
in the case of plain slabs. The tendency for the development of cracks in the upper layer of
paving slab or a reservoir floor is greatly reduced if the reinforcement is discontinuous
through the joints and it is recommended that the floor panels be laid in chess board
fashion. The edges at panels in the bottom layer may be butt joined and panels in various
layers should be arranged to break joint.
3.11.8SUSPENDED FLOORS :
Floors which have not directly suspended on the ground should be cast in panels,
the sides of which would not exceed 7.5 m. All joints in suspended floors, the surface of
the panel on each side of the joint shall be provided and painted with at least two coats of
bituminous or other approved paint.
3.11.10 JUNCTION OF FLOORS AND WALLS :
Where the wall is designed to be monolithic with the bottom slab, a suitable
arrangement of reinforcement and form work shall be made to facilitate the formwork to fit
tightly and avoid leakages of cement paste from newly developed concrete as such leakage,
if allowed to take place is very liable to cause porosity in the finished concrete. On such
arrangement is by providing a continuous up stand section of the wall cast at the same time
as and integrally with the slab, the height of this up stand must be sufficient to enable the
next lift of formwork to fit tightly and avoid leakage of the cement paste from the newly
deposited concrete.
3.11.11 CONSTRUCTION OF WALLS
In all cases where the reinforcing steel is discontinuous at vertical contraction
joints,the walls should be constructed in alternate panels with as long as possible before the
concrete is placed in intervening panels.
Where the reinforcement is continuous through vertical joints in walls,
construction in alternate panels may result in greater tendency to the development of cracks
in those panels which between two earlier placed panels, the existence of which in creases
restraint of the natural shrinkage of the intermediate panels.
The height of any lift should not exceed 2m unless special precautions are taken
to ensure through compaction.
3.11.12 TEST ON STRUCTURE
In addition to the structural tests as provided for in IS: 456-2000 , the water
retaining structures shall also be tested for water tightness at full supply level following the
procedures in IS : 3370 (Part I) – 1965 or latest version as applicable .
P a g e 49 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
4. STEEL REINFORCEMENT :
The item shall include procurement, supplying, conveying from stores, including
unloading, tieing with G.I. binding wire in position , steel reinforcement M.S. or tor steel
by contractor at rate specified in schedule ‗B„ for this work
4.1 GENERAL REQUIREMENT :
1. All the steel to be procured for the work, shall be Fe 415 of TMT specification
which shall conforms to I.S. 1786-1976 or latest version thereof. The bars should be of
standard length.
2. All the steel procured for the work shall be form approved manufacturers
having valid
I.S.I. certification. All steel (TMT) be procured from the companies such as Tata
and TISCO Usha ispat, sharada ispat steel as per directives of the Executive Director but
essentially with valid I.S.I. certification.
Every consignment of steel shall be got tested from the recognized test Laboratory
as recommended by IPMCL at the cost of contractor and the report to that effect shall be
submitted to the IPMCL If the test report is not found satisfactory, the whole consignment
of steel will be rejected. The steel shall not be used for construction unless satisfactory test
report is obtained and submitted to Department.
4.2 STRAIGHTENING , CUTTING, BENDING AND LAYING :
Reinforcement shall be bent and fixed in accordance with procedure specified in
IS : 2503 – 1963 or latest IS code and shall not be straightened in a manner that will injure
the material.
All reinforcement shall be placed and maintained in the position shown in the
drawings. Crossing bars should not be tack welded for assembly of reinforcement Unless
permitted by the Engineer-in-charge.
4.3 Tolerances on placing of reinforcement :
Unless otherwise specified by the Engineer-in-charge. reinforcement shall be
placed within the following tolerances.
- For effective depth of 200 mm or less + 10 mm
- For effective depth of more than 200 mm + 15 mm
Where reinforcement bars are bent aside and construction joints and afterwards
bent back to their original position, care must be taken to ensure that at no time the radius
of bend less than 4 bar diameters for mild steel or 6 bar diameters for deformed bars. Care
must also be taken when bending back bars to ensure that the concrete around the bars shall
not be damaged.
P a g e 50 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
4.4 Steel reinforcement bars and fabrics shall be placed in the concrete as shown in the
drawings or as directed. Before that reinforcement shall be cleaned of dust, scale. dirt, or
grease and other objectionable foreign substances, heavy flaky rust and mild scale that shall
be removed by firm rubbing with burlan or equivalent treatment. In storing bars of the
same sizes, lengths, shapes and grade shall be assembled in ranks and placed distantly.
Before, it is verified that these are of the specified size and are cut in accordance with the
plans and specifications these will not be placed in final position. The bars shall be neatly
placed and secured in position by means of built in concrete work metallic chairs hangers,
spacers or other suitable devices at close intervals, so that they will not sag between
supports placed during the placing of tie concrete or by any operation of the work. Special
care shall be exercised to prevent any disturbance in placement in concrete that the already
been placed. The reinforcement once being placed in position shall be maintained in clean
condition till, it is completely embedded in concrete to prevent further damage to concrete
or to avoid rust stains on exposed concrete surface.
Reinforcement shall not be straightened or bent in a manner that to injure or weaken the
materials. Bars with kins or bends not shown on plans shall not be used. Bars shall be bend
to the shape and dimensions as shown on the drawings or as directed, using a bar bender
operated by hand or power to attain the proper bendings .
The radius of bend shall not be more than 4 times the nominal size of bar, Head king of
reinforcement, so as to facilitate bending will not normally be permitted. When required,
such heading is permitted in the case of large diameter bars.
4.5 Wire for tidying reinforcement shall be soft and annelled steel. The wire may be off 16
to 18 SWG and shall have an ultimate tensil strength of not less than 5625 Kg/Sq.Cm. and
yield point of not less than 3500 Kg/Sq.Cm. Each metal supports and spacers shall be
fabricated from non-corrodeabic metal. Dissimilar metal not be placed in concreting
intimate proximity with each other or be jointed by a conductor especially in the continued
presence of moisture unless it is known that alvanic action still not result.
4.6 The distance between the parallel reinforcement bars shall be as per IS 456-2000 not
less than the grater of the following list.
a. The diameter of each bar, if their diameter be equal
b. The diameter of the largest dia bar, if the diameter be unequal
c. 6 mm more than the normal maximum size of the coarse aggregates provided in
such concrete.
The vertical distance between the horizontal main steel reinforcement of the corresponding
distance at right angle to two included main steel reinforcement shall not be less than 12
mm except at a splice or and except where on of such reinforcement is transervese to other.
The pitch of distributing bars into reinforced concrete solid slab shall be not more
than 3 times the effective depth of such slab.
4.7 Splicing : Bar splices as indicated in the drawings or as specified by the Engineer-in-
charge shall only be allowed. The lapped ends shall be placed to ensure full bend in each
bar splicing shall not be done in the region of maximum bending moment and splicing of
P a g e 51 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
adjacent bars shall be avoided as far as possible.
Welding of bars for splicing may be allowed in place of lapping at the discretion of the
Engineer-in-charge at approved location. When welding is restored to lapping the bar to be
spliced shall be lap welded or but weld by electric welding. End of bars to be spliced shall
be cleaned of all dirt, scales, rust, paint and the foreign matter before welding. All welding
shall confirm to the following specification:
4.8 The bars shall be welded, so as to transmit their full strength. Welding shall generally
conform to IS : 456-1978 except as modified before or except when directed otherwise by
the Engineer. The welded joints shall be, so staggered that 33% of the bars are welded.
Electric welding or oxy acetylene process of welding, using a process which will exclude
air from the melten metal and conforming to any special provision for the welding as laid
down by the Engineer in writing will be accepted. Suitable means shall be provided for
handling bar securely in position during the process of welding the ends of the bars shall be
cleans of a loose scale, rust grease paint and other foreign matter and clean original metal
exposed before welding. Only competent and experienced welders shall be employed on
work. Preliminary tests of all welds shall be carried out the contractors cost to see that
actual field welding method are satisfactory and gives the required strength. One weld in
100 welds a minimum of 2 welds shall be made on the site on the test piece under condition
exactly similar to the field welding of the actual reinforcement bars and tested for their
tensile strength. The strength of the welded joint shall not be less than that of the original
bars. If the tests are not satisfactory change of welding procedure and further tests may be
ordered by the Engineer bars welded along with the welded samples found unsatisfactory
on test shall not used and re welded. Additional welds, if required on this account shall not
be paid for. All tests shall be at the cost of contractor. No extra payment shall be at the cost
of contractor. No extra payment shall be made for welding the bars for laying the
reinforcement.
4.9 Sufficient concrete cover shall be provided to protect reinforcement from corrosion as
indicated in the drawings, all the surrounding bars from concrete or masonry to which
others bars are to be embedded and which will be exposed to action of whether for an
definite period shall be protected from rusting by a thin coat of neat cement grout.
The thickness of concrete cover exclusive of plastic or other decorative finish
shall be as Per Is 456-2000/ 3370 Pt I & II/ 13920-2016.
At each end of a reinforcement bar a cover not less than 30 mm or not less than
twice the diameter of such rod or bar.
For a longitudinal reinforcing bar in column , a cover not less than 40 mm or not
less than the diameter of such rod or bar shall be provided. In the case of column of
minimum dimension of 20 cms. or under those bars which do not exceed 12 mm diameter,
25 mm cover may be used.
For a longitudinal reinforcing bar in beam a cover not less than 25 mm or not less
than the diameter of such reinforcement shall be provided in case of water retaining
structure reinforcement cover shall not be less than 50 mm.
For all external work against earth faces and also internal work where there exists
P a g e 52 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
particularly corrosive conditions, the cover of the concrete shall be increased by 12 mm
beyond the figure given above . For water retaining structure minimum cover shall not be
less than 50 mm .
Where, because of splicing the thickness of concrete in between reduces to less
than the maximum size of aggregate sufficient cover shall be used, so as to allow
development of bond in the splice.
4.10 No concreting shall be started unless the reinforcement laid is finally checked &
certified by the Engineer-in-charge or his authorised representative Before starting
concreting the contractor shall make certain that the measurement of their reinforcement
placed in place have been recorded and the Engineer- in-charge has certified the correctness
for reinforcement used. Failure to do so may result to no payment at the discretion of the
Engineer-in-charge for reinforcement concerted.
5. FORM WORK ;
5.4 GENERAL :
Forms to confine the concrete and shape of it to the required line shall be used
wherever necessary. The forms shall be of sufficient strength and rigidity to hold concrete
and to sustain the pressure of ramming and vibration without excessive deflection from the
prescribed lines when the concrete is vibrated. The contractor shall have to get the
centering materials, designing and drawing of centering approved from the Engineer-in-
charge before erection. Form work shall be any of steel plywood shuttering.
Steel/Plywood shuttering will be allowed only, if it is free form wrapping and is
fabricated true to line and shape. The decision of the Engineer-in-charge as to be suitability
of steel shuttering as above to be used by the contractor will be final and binding on the
contractor. The surface of all the forms in contract with concrete shall be clean corners ,
adjacent ends and edges of panels of other forms together in accurate alignment.
Type of formwork Material :
1. Plywood centering
For Beams, Columns, Chajjas, Lintels, Drops, Pardies, Arches, for built up gutter
sides ends etc.
2. Steel Plank Centering :
For slabs, conopy, Head walls of sump, chamber set and mass concreting .
P a g e 53 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Types of forms for various grades of concrete adopted be as follows :
1
.
1. M-75 grade CC (1:4:8) : Steel/Plywood
2
.
2. M-100 grade CC (1:3:6) : Steel/Plywood
3
.
3. M-150 grade CC (1:2:4) : Plywood/Steel
4
.
4. M-200 grade CC
(1:1/2:3)
: Plywood/Steel
5
.
5. M-250 grade CC (1:1:2) : Plywood/Steel
6
.
6. M-300 grade CC : Plywood/Steel
7.
NOTE :
Before casting of concrete the centering shall be got approved from Engineer-in-
charge . For large spans the centering shall be designed as directed and got approved from
Executive Director before execution of work .
5.2 PERMISSIBLE DEVIATIONS:-
The formwork shall be designed and constructed to the shapes, lines and
dimensions shown on the drawings within the tolerances given below.
a. Deviation from specified : 6 mm
b. Dimensions of cross section : + 12 mm of column and beams
c. Deviation from dimensions of footings (See note)
P a g e 54 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
1. Dimension in plan : - 12
+ 50 mm
. Eccentricity : 0.02 times the width of
footing in the direction of deviation
but not more than 50 mm .
3
.
Thickness : + 0.05 times the specified thickness
N
O
T
E
:
NOTE : Tolerances apply to concrete dimension
only, not to positioning of vertical reinforcing steel or dowels.
5.3 TREATMENT OF FORMS :
All rubbish, particularly chipping, shavings and sawdust, shall be removed from
the interior of the forms before the concrete is placed and the formwork in contact with the
concrete shall be cleaned and thoroughly wetted or treated with an approved composition.
ERECTION AND REMOVAL OF FORMS : Before placing concrete, the surface of all
forms shall be oiled with a suitable non staining oil such as raw linced oil, so prevent
sticking of concrete and to facilitate the removal of forms. The oil shall cover the forms
fully and evenly without excess over drip care shall be taken to prevent oil from gritting on
the surface of the construction joints and on reinforcement bars.
Special care shall be taken to oil thoroughly the forms strips for narrow grooves,
so as to prevent swelling of the forms and the consequently before concrete is placed care
shall be taken to se that all forms concrete is placed care shall be taken to se that all forms
are in proper alignment and to maintain accurate alignment of the surface supports and
fixtures are thoroughly secured and tightened.
Where forms on continuous surface are placed in successive units the forms shall
fit tightly even the complete surface, so as to prevent leakage of mortar from the concrete
and to maintain accurate alignment of structure.
Care shall be taken such approved composition is kept out of contact with the
reinforcement.
P a g e 55 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
5.4 STRIKING TIME :
Forms shall not be struck out until the concrete has reached a strength at least twice the
stress to which the concrete may be subjected at the time of removal of formwork. The
strength referred to shall be that of concrete using the same cement and aggregates, with
the same proportions and cured under conditions of temperature and moisture similar to
those existing on the work. Where possible, the formwork shall be left longer as, it would
assist the curing.
NOTES 1 : In normal circumstances and where ordinary Portland cement is used, forms
may generally be removed after the expiry of the following periods.
a) Walls, columns and
vertical face
: 24 to 48 hours as
of all structural : may be decided by
m
e
m
b
e
r
s
: the Engineer-
in-charge
b) Slabs (props left under) : 7 days
c) Beam soffits (props left under) : 7 days
d) Removal of propos under slab :
(
1
)
1)Spanning upto 4.5 m : : 7 days
(
2
)
2)Spanning upto 6 m : 14 days
e
)
Removal of propos under
beams and arches
:
(
1
)
1)Spanning upto 6 m : 14 days
(
2
)
2)Spanning above 6 m : 21 days
P a g e 56 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
For other cements, the stripping time recommended for ordinary Portland cement
may be suitably modified.
NOTE 2 : The number of props left under, their sizes and disposition shall be such as to be
able to safely carry the full dead load of the slab, beam or arch as the case may be together
with any live load likely to occur during curing or further construction.
5.4 Where the shape of the element is such that the form has reentrant angles, the formwork
shall be removed as soon as possible after the concrete has set, to avoid shrinkage cracking
occurring due to the restraint imposed.
5.5REUSE OF FORMS ETC. : Forms required to be used more than once shall be
thoroughly cleaned and smoothened before reuse. Where metal sheets are used for finishing
forms the sheet shall be placed and maintained in the forms with minimum amount of
wrincles, limps or other imperfections. All forms shall be checked for shape and
strengthened before reuse.
P a g e 57 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
GENERAL SPECIFICATIONS FOR MATERIALS
Concreting.
Cement.
Unless specified all cement shall be Ordinary Portland cement of 43 grade and
above and in accordance with Indian standard specification as revised from time
to time. The brand of cement shall be L&T , Ambuja, Rajashree, Narmada,
Manikgarh, Coromandel and Vasavdatta, Ultratech . Before it is used on the work,
brand of cement shall be got approved from the Executive Director.
The ordinary Portland cement shall confirm to IS : 8112 of 1989 with latest
amendments if any.
43 grade only opc cement shall be used on this work.53 grade cement shall not be
used for water retaining structure.
1. The cement shall be in the form of HDPE bag and contents of each bag shall be 50 kg.
2. The contractor should produce test certificate of manufacturer. The cement of each lot
or load shall be tested by the contractor in the Government laboratory or Government
approved laboratory and shall produce test certificate to the IPMCL and the test shall be
conforming to relevant IS.
3. No claim shall be entertained for increase in price or no deduction shall be made for
decrease of prices. No secured advances as per the IPMCL„s standard practice shall be
granted.
4. The cement brought by the contractor shall be got tested by the Contractor from
Laboratory or Govt./ Semi Govt. approved laboratory before it is used on work and if it is
found to be according to relevant IS then only be allowed to be used, otherwise it shall be
rejected. The results of tests so obtained shall be final and binding on the contractor over
and above the test certificate of manufacturer. Cement shall be allowed to use in the work
along with the production of manufacturer„s test report, simultaneously contractor shall got
the cement tested from Govt. / Govt. approved Laboratory. If the test results are found
unsatisfactory the entire work pertaining to the lot shall be rejected & contractor shall
remake the same at his own cost.
5. It is obligatory on the part of the contractor to provide the challan from the cement
supplying agents or from the company ALONGWITH the test certificates, otherwise the
cement shall not be allowed to be used on the work.
6. Contractor shall not be allowed to keep the stock of cement for a requirement of more
than one month period only.
7. When the bulk consumption of cement is to be consumed i.e. while casting slabs, or any
other structure, any mass concrete, contractor shall procure fresh cement only.
P a g e 58 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
TMT Reinforcing Bars
1. The TMT steel bars shall be conforming to IS1786 of (1985) and grade Fe-415.
2. The steel of each lot or load shall be tested in the Government / Laboratory or Govt.
approved laboratory and tolerance limits as per ISI, The weight & diameter of steel bars
shall be acceptable up to tolerance limit specified in the relevant IS. The contractor should
note that the payment shall be strictly as per tolerance
i.e. 8 mm dia bars, standard weight is 0.39 kg/ Rmt. As per IS the tolerance limit is (+ / -)
5%. The minimum weight shall be 0.36 kg/ Rmt. And maximum weight shall be 0.41 kg/
Rmt. However, the payment shalll be made as per 0.39 kg/Rmt.
3. The Steel to be procured shall from the companies like Mahalaxmi./Sail/tata
4. The contractor shall produce test certificate of manufacturer„s. The steel brought by
contractor shall be got tested by Govt./Laboratory or Govt. approved laboratory before it is
used on work and if it is found to be according to IS : 226-1977 & IS 1786-1986 then only
it shall be allowed to be used otherwise it shall be rejected.
All the testing charges shall be borne by the contractor without any extra claim for the
same.
5. It is obligatory on the part of the contractor to produce the challan for purchase of steel/
reinforcement ALONG WITH the test report, otherwise the contractor shall not be allowed
to use the same on the work.
Requirement of steel as per approved designs and drawings should be worked out by the
contractor within one month of acceptance of tender so as to facilitate the procurement, The
IPMCL shall consider alternative equivalent sections in steel to suit convenience of
procurement and these alternative sizes and lengths shall be procured by the contractors
without demur and no claims for additional rates for fabrications of alternative sections
shall be entertained by the IPMCL.
Weight of steel that shall be procured by the contractor, shall be computed on the basis of
following table.
Bar
diameters
(mm)
Weight in
kg/Rmt length of
bar
8 mm 0.39
10 mm 0.62
12 mm 0.89
16 mm 1.58
18 mm 2.00
P a g e 59 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
20 mm 2.46
22 mm 2.92
25 mm 3.85
28 mm 4.83
32 mm 6.31
36 mm 7.99
40 mm 9.87
The procurement of steel from the reputed manufacturers stated elsewhere in
these documents shall be on the basis of length of TMT rounds measured diameters wise.
Weight & length shall both be mentioned in concerned registered. Contractor shall also
remove the surplus steel after completion of work from the site after it is inspected and
certified by the Engineer-in-charge.
All the steel procured by the contractor shall be used including cut pieces
whenever feasible and practicable and allowed by Engineer-in-charge. The cut pieces that
are not usable shall be separately stacked. The contractor for taking away such cut pieces,
which are not useful, shall take specific permission from Engineer-in-charge. Their length
and weight diameter wise shall be taken in presence of IPMCL Representative. At every
time, such cut pieces are taken away with prior permission from Engineer-in-charge, Their
lengths and weight diameter wise shall be taken in presence of IPMCL officials only.
P a g e 71 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
DECLARATION BY CONTRACTOR
I / We hereby declare that I / We made myself / ourselves thoroughly conversant
with the local conditions regarding materials and labour on which my / our offer is based
for the work.
The specification, clauses and conditions for this work have been carefully
studied and understood by me before submitting this tender. I undertake to use only the
material approved by the Engineer-in-charge before starting the work, and to abide by the
decision of the Engineer-in-charge. I undertake to pay the labour engaged on the work as
per Minimum Wages Act and its amendments from time to time applicable to the Zone
concerned.
Signature of Contractor
P a g e 72 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
UNDERTAKING FOR GUARANTEE
I / We Guarantee that,
1) I / We will replace, repair free of cost any part of the work which fails to comply with the
specifications or amendments to such specifications as referred in Tenders Specifications
attached to the tender.
2) The entire work will be executed and completed as per tender specifications/conditions of
the contract.
3) Entire work will be proved in service suitable for the duly required by the specifications
and will have been manufactured and tested in accordance with the appropriate standard
specifications approved by the Engineer-in-charge.
4) We accept and abide by the clauses relating to quality and guarantee of work.
P a g e 73 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGACLUSTER LTD.
Contractor
(Sign with Seal) Executive Director
Cement Consumption Statement
Item Of Work Rate of Cement Remarks Consumption in Lower
Limit
Upper Limit
L bags.
A] Cement Concrete (Nominal Mix)
1:5:10 (M- 30) 2.60/m3 10.0 10.4
1:3:6 (M - 10) 4.10/m3 3.80 4.40
1:2:4 (M - 15) 6.20/m3 5.90 6.50
1:1½:3 (M - 20) 8.20/m3 7.90 8.50
1:1¼:2½ (M - 25 9.90/m3 9.60 10.20
B] Cement Concrete (Designed)
Plain Concrete Reinforced concrete
Concrete Minimum cement
content in Kg/m3
Minimum
Grade of
concrete
Minimum
Cement
Content
M-20 300
M-10 240 M-25 300
M-15 250 M-30 320
M-20 260 M-35 340
M-25 280 M-40 360
C] Brick Masonry II Class with 30% mortar
CM - 1:8 1.05/m3
CM - 1:6 1.40/m3
CM - 1:5 1.70/m3
CM - 1:4 2.10/m3
D] 115mm thick Brick Masonry II Class
CM - 1:3 0.28/m2
E] Brick Masonry I Class without pointing with 25% mortar
CM - 1:6 1.15/m3
P a g e | 72 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
CM - 1:5 1.40/m3
CM - 1:4 1.70/m3
F] UCR Masonry without pointing with 35% mortar
CM - 1:6 1.70/m3
CM - 1:5 2.00/m3
CM - 1:4 2.50/m3
G] UCR Masonry without pointing with 45% to 50% mortar
CM - 1:6 2.15/m3
CM - 1:5 2.60/m3
CM - 1:4 3.10/m3
CM - 1:3 3.85/m3
H] Laterite Stone Masonry with 18% mortar
CM - 1:6 0.85/m3
CM - 1:5 1.00/m3
CM - 1:4 1.30/m3
CM - 1:3 1.70/m3
I] Cement Plaster with Cement mortar 1:3
6mm 0.07/m2
12mm 0.13/m2
20mm 0.20/m2
25mm 0.28/m2
40mm 0.40/m2
J] Cement Plaster with Cement mortar 1:4
P a g e | 73 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
6mm 0.05/m2
12mm 0.11/m2
20mm 0.17/m2
25mm 0.22/m2
40mm 0.34/m2
K] Cement Plaster with Cement mortar 1:5
12mm 0.09/m2
20mm 0.14/m2
25mm 0.19/m2
L] Neat Cement Finish over green surface
1.5mm 0.04/m2
M] Pointing with Cement Mortar 1:3
Brick Masonry 0.03/m2
Stone Masonry 0.05/m2
P a g e | 74 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
N] Paving and Flooring
Shahabad/Tandur/
0.14/m2
Kotta/ Kaddapa 1:6 CM bed And with pointing
1:3
Skirting & Dado 0.18/m2
Plain Cement Tiles/
0.15/m2
Marble/colour mosaic
tiles
White/coloured glazed
0.22/m2
tiles
Marble stone
flooring
0.18/m2
IPS flooring 0.30/m2
O) Guniting to pipes
0.48/m2
surface 40 mm
thick
P a g e | 75 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
SECURITY DEPOSIT AND DEFECT LIABILITY PERIOD
The security deposit of 5% (OR Bank Guarantee) shall be released after
satisfactory completion of the work as certified by Engineer In charge. If contractor fails to
attend the O & M for prescribed time limit, the 5% Security Deposit shall be forfeited.
a) During the defect liability period the joint inspection shall be carried out by the Executive
Director & the contractor. The date of joint inspection to be conducted during the guarantee
period, shall be decided and communicated to the contractor at the time of finalization of
the bill.
The inspection should be at least once in a month. The defects observed during the
inspection shall be communicated to the contractor and the contractor should rectify the
defects without waiting for the instruction of the Executive Director.
If the contractor fails to attend the joint inspection on the date communicated by the
Executive Director the amount of 10% of the defect liability deposit shall be forfeited if
rectification are not attended by the contractors after due information.
b) Before releasing such security deposit, after completion of defect liability period for
respective works, the Executive Director along with the representative of contracting
agency, shall jointly inspect the work and if the work is found to be satisfactory, then &
then only, security deposit shall be released.
c) If the defects are observed during defect liability period then the 2 % security deposit
shall be withheld towards its rectification / repairs.
d) If during the defect liability period, the company / contractor„s firm gets dissolved or
some new partners are introduced, then the responsibility to maintain the work done under
this agreement during the defect liability period, shall be borne by the new company /
contractor„s firm.
e) If certain works are neglected by the contractor, the same shall be carried out by the
IPMCL at the risk and cost of the contractor. The cost of the same shall be recovered from
the amount balance with IPMCL.
f) The contractor shall maintain the work done by him under this agreement in good
condition during the defect liability period.
g) The contractor shall carry out the rectification / repairs work immediately after the
intimation by IPMCL about the damages/ defects..
DEFECT LIABILITY CLAUSE :
IPMCL along with the representative of the contracting agency shall visit the
worksite, at the end of defect liability period of 12 months to inspect the work as per
P a g e | 76 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
following list given below. If any defects whether covered under this list or otherwise are
observed, then the security deposit held shall not be released until all such defects are
repaired by the contractor at his own risk and cost to the entire satisfaction of Engineer-in-
charge.
1. Civil works of all Tanks/ Office.
2. Pump House
P a g e | 77 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
LIST OF DEFECTS TO BE OBSERVED FOR DEFECT LIABILITY PERIOD
Pipelines :
1) Sinking of line
2) Cracking of pipes for want of bedding
3) Leakages through joints
4) Chamber height not at least 0.6 m above ground
5) Hydraulic test not as per norms
6) Sinking of supports
Construction of Storage tanks and Office buildings :
A) Civil Work
1) Development of cracks in RCC members
2) Sinking of floors
3) Leakages through floors, side walls, joints of pipes and concrete of various structures
4) Peeling of plaster
5) Bulging of doorframes, Door shutters, Improper functioning of tower bolts, hand rails,
hinges handles etc.
6) Warping of frames, shutters of door, window
7) Joints of railing , grouting of railing vertical poles
8) Level indicator not properly working
9) And other defects observed from time to time
10) Hydraulic test not as per norms.
P a g e | 78 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
1) Sluice valve / Non-return valve / butterfly valve :
Improper operation of valve / manual or automatic
a) Damages to any component of valve
b) Cracks in Body / Dome of the valve
c) Gear mechanism not functioning
d) Improper working of actuators with improper indications.
2) Other defects observed from time to time
P a g e | 79 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
PROGRAMME OF WORK
To achieve proper desired progress of work and to have proper control
over the work, the contractors are requested to submit a programme of work along
with offer in the following Proforma .
Month Amount of work to be done
proposed by contractor during
the month (Rs. in lakhs) (Total
work)
1st Month
2nd Month
3rd Month
4th Month
5th Month
Total -
The Programme of work shall be for the given time period as mentioned in the
tender (only for stipulated time period)
1. The condition of submitting the programme of work duly typed is an
obligatory condition without which second envelope shall not be opened and offer shall
stand rejected outright.
2. The programme of works submitted by the contractor can be modified by
mutual understanding between IPMCL, and contractor at the time of execution of
agreement, if required, which shall form part and parcel of tender agreement.
3. The contractor has to indicate cost of work proposed to be executed by
him every month in programme of work. The contractor should submit the programme of
work based on tendered cost in sealed envelope in envelope No.2. If it is observed that the
contractor has failed to achieve required progress as per programme of work, the recovery
at the rate of 1% of short fall amount, for that months, shall be effected from monthly R.A.
bill of contractor and shall be kept in deposit. If the contractor achieves the progress of
work as per programme of work and also make up the back log in next month, no recovery
shall be made and amount recovered against short fall previously shall be refunded. The
P a g e | 80 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
recovery against short fall shall be continued till expiry of stipulated time period. If the
contractor fails to make up the short fall during stipulated time period or in extended time
period, the amount recovered and kept in deposit shall be forfeited and if he completes the
work in stipulated time period or in extended time period, in all respect the amount, so
recovered previously shall be refunded. The extended time period approved by the
competent authority for the purpose of short fall shall be treated as stipulated time period.
If the contactor fails to complete the work within stipulated time period or in
extended time period compensation as stipulated in tender shall be recovered. Thereafter in
such case, recovery against short fall shall not be made in any case, only one recovery, at a
time shall be effected, which shall not be exceed rate of compensation per day as stipulated
in tender. The recovery as stated above shall be automatic duly affected in case of short
fall.
In case of extension granted without levy of compensation but by freezing the
indices or by imposing nominal compensation, shortfall recovery and amount, so recovered
against shortfall shall also be refunded.
4. If the work is delayed due to force majore reasons, or due to following
constraints like.
a) Land not handed over for construction by IPMCL to the contractor
b) Delay in Commissioning Pipeline/ Pumps/ Street lights due to non availability
of power supply from power supplying agencies or non availability of water
c) Delay due to approval from authority.
d) Act of God.
The appropriate cost of work suffered shall be deducted from the amount shown
in programme of work and revised programme of work be prepared and approved by
Executive Director for that period. Slow progress recovery shall be effected subject to
certification from the Engineer in charge and approval from IPMCL as per revised
programme of work for value of the work suffered due to delay.
P a g e | 81 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
CLAUSE OF INSURANCE POLICY OF CONTRACT WORKS
Contractor shall take out necessary Insurance Policy/Policies so as to provide
adequate insurance cover for execution of the awarded contract work for total contract
value and complete contract period. Similarly, all workmen appointed to complete the
contract work are required to be insured under workmen„s compensation Insurance Policy.
P a g e | 82 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
FORM B.1
PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS
OWNER :- Ichalkaranji Powerloom Megacluster, Hatkanangale
NAME OF WORK :- Providing Constructing, Commissioning, of textile
industry based 4000M3 Capacity Water Storage Tank at Hatkanangale for
Ichalkaranji Powerloom MEGA CLUSTER Limited.
GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF
CONTRACTORS
1
.
1.All works proposed to be executed by contractor shall be notified in a form of invitation
to tender pasted on a Board hung up in the office of the Engineer in charge and signed by
the Executive Director IPMCL.
This form will state the works to be carried out as well as the date of submitting and
opening tenders and the time allowed for carrying out the work, also the amount of earnest
money to be deposited with the tender and the amount of the security deposit to be
deposited by the successful tenderer and the percentage, if any to be deducted from bills. It
will also state whether a refund of quarry fees, royalties and ground rents will be granted.
Copies of the specifications, designs and drawings and estimated rates, schedule rates and
any other documents required in connection with the work which will be signed by the
Engineer in charge/ Executive Director IPMCL for the propose of identification shall also
be open for Inspection by contractors at the office of the Executive Engineer/Engineer in
charge/IPMCL/Commissioner during office hours.
Where the works are proposed to be executed by the contractor according to the
specifications recommended and approved by a competent authority on behalf of the
IPMCL, such specification with drawings shall form part of the accepted tender.
2
.
2.In the event of the tender being submitted by a firm, it must be signed separately by each
partner thereof, and in the event of the absence of any partner, it shall be signed on his
behalf by a person holding a power – of - attorney authorizing him to do so.
i)The contractor shall pay along with the tender the sum, of (Rs. ) (Rs.
) as and by way of earnest money. The EMD shall be paid by Net Banking. or other Bank
Internet Bank MOPS The said amount of earnest money shall not carry any interest
whatsoever.
ii)In the event of his tender being accepted, to the provision of sub-clause(iii), below,
a) the said amount of earnest money shall be appropriated
towards the amount of security deposit payable by him under conditions of General
conditions of contract.
i) If, after, submitting the tender, the contractor withdraws his offer or modifies the same,
or if after the acceptance of his Tender, the contractor fails or neglects to furnish the
balance security deposit without prejudice to any other right and powers of the IPMCL
hereunder, or in law, IPMCL shall be entitled to forfeit the full amount of the earnest
P a g e | 83 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
money deposited by him.
ii) 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 provision of sub-clause
(iii) above, be refunded to him on his passing receipt therefore.
3
.
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 have authority to give effectual receipts of the firm.
4
.
4.Any person who submits tender shall fill up the usual printed form stating at what
percentage above or below the rates specified in Schedule - B (memorandum showing
items of work to be carried out) he is willing to undertake the work. Only one rate or such
percentage on all the Estimated rates/ Schedule rates shall be named. Tenders which
propose any alteration in the work specified in the said form of invitation of tender, or in
the time allowed for carrying out the work, or which contain separate percentage over
estimated rates / schedule rates for different sub work or item, or which any other
conditions of any sort which are not filled with the percentage as the space provided for the
purpose and not signed at proper place in the printed B-1 Tender Form will be liable to
rejection. No printed form of tender shall include a tender for more than one work. But, if
contractors who wish to tender for more works, shall submit a separate tender for each
work. Tenders shall have the name and the number of work to which they refer, written
outside the envelopes.
5
.
5.The competent authority shall open tenders in the presence of any intending contractors
who have submitted tenders or their representatives who may be present at the time, and he
will enter the amount of the several tenders in a comparative statement in a suitable form.
In the event of a tender being accepted, the contractor shall for the purpose of
identification, sign copies of the specifications and other documents mentioned in Rule 1.
In the events of a tender being rejected, the IPMCL/Engineer in charge / shall arrange /
authorized to refund the amount of the earnest money deposited to the tenderer, on his
giving a receipt for the return of the money.
6
.
6.Competent authority is the final authority to reject all or any of the tenders.
7
.
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 IPMCL unless it
is signed by the IPMCL Authority.
8
.
8.The memorandum of the work to be tendered for and the schedule of materials to be
supplied by the IPMCL (herein before and after called as IPMCL) and their rates shall be
filled in and completed by the office of the Engineer in charge/IPMCL before the tender
form is issued. If a form issued to an intending Tender 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
.
9.All work shall be measured net by standard measure and according to the rules and customs
of the PWD/IPMCL and without reference to any local custom.
P a g e | 84 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
1
0
.
10. Under no circumstances shall any; contractor be entitled to claim enhanced rates for
items in this contract.
1
1
.
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.
1
2
.
13. The measurements of work will be taken according to the usual methods in use in the
PWD/IPMCL and no proposals to adopt alternative methods will be accepted. The
Engineer's decision as to what is the usual method in use will be final.
15. In view of the difficult position regarding the availability of foreign exchange no foreign
exchange would be released by the IPMCL for the purchase of plant and machinery or any
other purpose for the execution of the work contracted for.
16. The contractor will have to construct shed, for storing controlled and valuable material
issued to him under Schedule “A” of the agreement or brought him on work site, at work
site having double locking arrangement. The materials will be taken for use in the presence
of the department person. No. materials will be allowed to be removed from the site of
works without written permission of the Engineer-in-charge.
17. The tenderer will have to produce to the satisfaction of the accepting authority a valid and
current license issued in his favor under the provision of Contractor Labor Regulation and
Abolition Act. 1973 before starting work, failing with, acceptance of the tender will be
liable for withdrawal and Earnest money / Security Deposit will be forfeited to the IPMCL.
18. The contractor shall comply with the provision of the Apprentices Act. 1961 and the rules
and orders issued there under from time to time. The contract shall also be liable for any
pecuniary liability arising on account of any violation by him of the provisions of the Act.
19. The Contractor has to complete the work within stipulated time for each Sub work. If he fails,
action as per clause 2 will be initiated against the contractor.
20. As per clause 6 of B-1 form, extension of time limit will be governed. If contractor fails to
apply for extension of time limit as per clause 6 to keep the tender alive, IPMCL will grant the
extension considering the progress of work and in the light of clause 2.
21. No Price Variation Clause is applicable to tender.
22. The tender Rates are inclusive of all taxes such as GST,VAT, Service Tax, Cess, and General
Tax etc. Contractor shall be deemed to have examined the work and site conditions including
labour, the general and special conditions, specifications and drawings and shall be deemed to
have visited the work site and to have fully informed himself regarding the local conditions and
carried out his own investigations to arrive at rates quoted in the tender.
23. There shall be no corrections or overwriting and if any that shall be dully initialed by
Contractor himself.
P a g e | 85 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
I / We hereby, tender for the execution for the IPMCL (herein before and hereinafter referred to
IPMCL) for the work specified
in the underwritten memorandum within the time specified in such memorandum
at------------------------------------------------ (--------------------------------------------------------------------
----------------------------) in figures as well as in words percent below/above the estimated rates
entered in schedule „B‟ memorandum showing items of work to be carried out and in accordance
with all respects with the specifications, designs, drawings, and instructions in writing referred to in
Rule hereof and in clause 12 of the annexed conditions of the contract and agree.
14. 1
4
.
14. 1
5
.
16. 1
6
.
17. 1
7
.
18. 1
8
.
19. 1
9
.
P a g e | 86 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Memorandum
a]General description I Providing & Constructing,
Commissioning, of textile industry based 4000M3
Capacity Water Storage Tank at Hatkanangale for
Ichalkaranji Powerloom MEGA CLUSTER
Limited.
a) if several sub
works are included
they should be
detailed in a separate
list
b) Estimated Cost. Rs. /-
c) Earnest Money. Rs. /- c) The amount of
earnest money to be
deposited shall be in
accordance with the
provision of paras
206 and 207 of the
M.P.W. Manual.
d) Security Deposit.
Total 5% of estimated cost put to tender or
accepted tender cost whichever is higher
i) Initial Security Deposit
2% of estimated cost put to tender or accepted
tender cost whichever is higher shall be in form of
FDR from any
Nationalized / Scheduled Bank or Bank Guarantee .
ii) 1% Earnest money deposit paid will be converted
into security deposit making total 3% as initial security
deposit.
d) This deposit shall,
be in accordance with
paras 213 and 214 of
the M.P.W. Manual.
iii) Balance 2% amount of Security deposit, will be
recovered through each Running Bill at The rate of
5% of the gross amount of running bill till the required
total amount of Security Deposit is recovered
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 is done.
5% (Five) Percent
e) This percentage
where no security
deposit is taken, will
vary from 5 % to 10
% according to the
requirement of case
where security deposit
is taken see note to
clause 1 this
conditions of
contractor.
P a g e | 87 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
f) Additional Security Deposit.
1] If the accepted offer of the contract is
below 10% of the cost put to tender, 1% Demand Draft
the additional security deposit shall be furnished by the
agency.
If the accepted offer is more than 10% below, of the cost put to tender, the difference percentage, plus 1% the additional security deposit shall be furnished by the agency.
g)Time allowed for the work from date of written
order to completion.
5(Five) Calendar Months. (Including monsoon)
I/We agree that the offer shall remain open for
acceptance for a minimum period of 120 days from the
date fixed for opening for the same and thereafter until
it is withdrawn by me/ us notice in writing duly
addressed to the authority opening the tenders and sent
by registered post A.D. or otherwise delivered at the
office of such authority. Term deposit Receipt
No./Demand draft No. dated and date in respect of the
sum of `…………….( in words
`………………………………………………………
…) is herewith forwarded. The amount of earnest
money shall not bear interest and shall be liable to be
forfeited to the IPMCL should I/We fail to (i) abide
by the stipulation to keep the offer open for the period
mentioned above, or (ii) 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 (1) above
within the time limit laid down in clause (1) of the
annexed General Conditions of contract, the amount of
earnest money may be adjusted towards the security
deposit or refunded to me/us in writing unless the
same or any part thereof has been forfeited as
aforesaid.
No exemption from payment of earnest money
deposit shall be given by IPMCL.
Should this tender be accepted I/We hereby agree to
abide by and fulfill all the terms and provisions of the
conditions of contract annexed hereto so far as
applicable and in default thereof to forfeit and pay
IPMCL the sum of money mentioned in the said
P a g e | 88 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
conditions. Term Deposit Receipt No. ……. Dated
from .The Bank………… at in respect
of sum of Rs. ……………
………………………………………. Is herewith
forwarded representing the earnest money (a) the full
value which is to be absolutely forfeited to the IPMCL
should I/We not deposit in the full amount of security
deposit specified in the above memorandum in
Accordance with (d) of clause (i) of the tender for
works shall be refunded.
Contractor
Signature of the contractor
before submission of tender.
Address
date of 2019
Witness
Signature of witness to
contractor‟s signature.
The above tender is hereby accepted by me for and on behalf
of the IPMCL, Hatkanangale
Dated
Executive Director IPMCL.
P a g e | 89 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
CONDITIONS OF CONTRACT
(Modification as per the GR PWD NO. CAT-1087/ CR- 94/Bldg-2, dated 14.6.1989)
\
Clause 1 : The person / person whose tender may be
accepted (hereinafter called the Contractor, which
expression shall unless excluded by or repugnant to the
context include his heirs, executors, administrators and
assigns) shall (A) within ten days (which may be
extended by the IPMCL concerned upto 15 days if the
IPMCL thinks fit to do so) of the receipt by him of the
notification of the acceptance of his tender deposit with
the Engineer in-charge in Cash to the Engineer in
charge (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 IPMCL at the time
of making any payment to him for work done under the
contract to deduct such sum as will amount to 5% of all
moneys so payable; such deductions to be held by
IPMCL by way of security deposit). Provided always that
in the event of the Contractor depositing a lump sum by
way of security deposit as contemplated at (A) above,
then and in such case, if the sum so deposited shall not to
5% of the total estimated cost of work or tendered cost
whichever is higher, it shall be lawful for IPMCL at the
time of making any payment to the contractor for work
done under the contract to make-up the full amount of
Five (5) percent by deducting a sufficient sum from
every such payment as last aforesaid until the full amount
to the security deposit is made up. All compensation or
other sums of moneys payable the contractor to IPMCL
under the terms of his contract may be deducted from or
paid by the sale of sufficient part of his security deposit
or from the interest arising there from, or from any sums
which may become due by IPMCL to the contractor
under any other contract or transaction 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 ten days thereafter,
make good in cash or Government securities endorsed as
aforesaid or Bank Guarantee issued by bank for any sum
or sums which may have been deducted from or raised
by sale of his security deposited or any part thereof. The
Security Deposit
P a g e | 90 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
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.
If the amount of the security deposit to be paid in a 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 taken against the Contractor
for recovery of the amounts. The amount of security
deposit lodged by 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 90% amount
of the security deposit shall be refunded along with the
payment of the final bill. The amount of security deposit
retained by IPMCL 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
Contractor failing or neglecting to complete rectification
work within the period up to, which the Contractor has
agreed to maintain the work in good order then subject to
provisions of Clause 17 and 20 hereof, the amount of
security deposit retained by IPMCL shall be adjusted
towards the excess cost incurred by the IPMCL on
rectification work.
Clause 2 : The time allowed for carrying out the work as
entered in the agreement shall be strictly observed by the
Contractor and shall be reckoned from the date on which
the order to commence work is given to the Contractor.
The work shall throughout the stipulated period of the
contract be proceeded with, all due diligence (time being
deemed to be essence of the contract on the part of the
Contractor) and the Contractor shall pay as compensation
an amount equal to one percent or such smaller amount
as the IPMCL(whose decision in writing shall be final )
may decide of the amount of the estimated cost of the
whole work as shown by the tender for everyday that the
work remains uncommented or unfinished after the
proper dates. And further to ensure good progress during
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, for complete minimum quantum
of work as compared to accepted tender cost as stated
Compensation
Delay
P a g e | 91 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
below.
¼ of the work in ¼ of the time.
½ of the work in ½ of the time.
3/4 of the work in ¾ of the time.
Full work in 24 months including monsoon
Note: The quantity of the work to be done within a
particular time to be specified above shall be fixed by an
Officer competent to accept the contracts after taking
into consideration the circumstances of each case .and
insert in the blank space kept for the purpose
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
IPMCL(whose decision in writing shall be final) may
decide of the said estimated cost of the whole work for
everyday that the due quantity of work remains
incomplete provided always that the total amount of
compensation to be paid under the provisions of this
clause shall not exceed 10% of the estimated cost of the
work as shown in the tender.The amount of
compensation will be recovered within 2 months
period.IPMCL should be the final authority in this
respect.
Clause 3: If any clause in which under any clause 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 Engineer in charge on behalf of the
IPMCL shall have power to adopt any of the following
courses, as he may deem best suited to the interest of the
IPMCL
Action when
whole of security
deposit is
forfeited.
To rescind the contract (for which rescission notice in writing to the Contractor
under the hands of Executive Director IPMCL 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 IPMCL.
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, plant and charges on
P a g e | 92 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
additional supervisory staff including the cost of work-
charged establishment employed for getting 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 has been carried
out by the Contractor under the terms of his contract. The
certificate of the Engineer in charge as to the cost 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) The order that work of the Contractor be measured up
and 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 including the cost of work-charged establishment and
the cost of the work executed by the new contract agency
will be debited to other contractors and 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 Engineer in charge as to all the costs of
the work and other expenses incurred as aforesaid for
getting the unexecuted 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 clause (a)
above, the contractor shall not be entitled to recover or to
be paid, any sum for any work therefore actually performed
by him under this contract unless and until the Engineer in
charge 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 the courses 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 contractors, the amount of excess shall be
deducted from any money due to the contractor by IPMCL
under the contract or otherwise however from his security
deposit or the sale proceeds thereof provided however that
the contractor shall have no claim against IPMCL event if
the certified value of the work done departmentally or
P a g e | 93 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
through a new contractor exceeds the certified cost of such
work and allied expenses, provided always that whichever
of the three courses mentioned in clauses (a), (b) and (c) is
adopted by the IPMCL, the contractor shall have no claim
to compensation for any loss sustained by him by reason of
not having purchased or procured any materials, 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. The extra cost involved in the
completion of the balance work carried out through the
other contractor under
Amount of 3 (c) shall be recoverable from the contractor
over and above the compensation levied under Clause 2
and the Security Deposit shall be apportioned against the
total recoveries for this purpose also.
Clause 4 : If the progress of the any particular portion of
the work is unsatisfactory, the Engineer in charge shall not
withstanding that the general progress of the work is in
accordance with the condition 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 to such action.
Action when
the progress of
any particular
portion of the
work is
unsatisfactory.
Clause 5 : In any case in which any of the powers
conferred upon Engineer in charge by Clause 3 and 4
hereof shall have become exercisable and the same shall
not have been exercised the non exercise thereof shall not
constitute waiving of any of the conditions hereof the such
powers shall not withstanding be exercisable in the event of
any future case of default by the contractor for under any
clauses hereof he is declared liable to pay compensation
amounting to the whole of his security deposit and the
liability of the contractor for past and future compensation
shall remain unaffected. In the event of the Engineer in
charge taking action under Sub-Clause (a) or (c) of clause
3, he may, if he so desires, take possession of all or any
tools and plants, materials and stores, in or upon the work
or 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
Contractor
liable to pay
compensation
if action not
taken under
clause 3 and 4.
P a g e | 94 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
contract rates not being applicable at current market rates
to be certified by the Engineer in charge whose certificate
thereof shall be final. In the alternative the Engineer in
charge 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 do specified in such
notice, and in the event of the contractor failing to comply
with any such requisition, the Engineer in charge may
remove them at the contractor‟s expense or sell them by
auction or private sale on account of the contractor and at
his risk in all respects, and the certificate of the Engineer in
charge as to the expenses of any such removal and the
amount of the proceeds and expense of any such 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, he shall apply in writing to the Engineer in charge
before the expiration of the period stipulated in the tender
on before the expiration of 30days from the date on which
he was hindered as aforesaid or on which the cause for
asking extension occurred, whichever is earlier and the
IPMCLor in the opinion of Engineer in charge /IPMCL, as
the case may be, if in his opinion, there were reasonable
grounds for granting the extension, grant such extension as
he think necessary or proper. The decision of the Engineer
in charge /IPMCL 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 Engineer in
charge (hereinafter and hereinbefore called the Engineer-
in-charge) of such completion but neither such certificate
shall be given nor 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 , tools, plants and
equipments and shall have cleaned off the dirt from all
woodwork, 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 nor until the work shall have been
measured by the Engineer-in-charge or where the
measurements have been taken by his subordinate until
they have received approval of the Engineer-in-charge the
Final
Certificate.
P a g e | 95 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
said measurements being binding and conclusive against
the contractor, if the contractor shall fail to comply with
the requirements of this clause as to the removal of
scaffolding, surplus materials and rubbish and cleaning off
the 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 and rubbish and dispose off the same as
the thinks fit and clean off such dirt as aforesaid and the
contractor shall forthwith pay the amount of all expenses so
incurred but shall have no claim in respect of any such
scaffolding tools and plants equipments 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 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 recommended by the Engineer-in-charge, whose
certificate of such recommended and passing of the sum of
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
for requiring any bad. unsound, imperfect or unskillful
work to be removed or taken away and reconstructed or re
erected nor 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 is any other
way very or affect the contract. The final bill shall be
submitted by the contractor within one month of the 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.
Payment on
intermediate
certificate to
be regarded as
advance.
P a g e | 96 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Clause 9: The rates for several items of works estimated to
cost more than ` 1000/- agreed to within, shall be valid
only when the item concerned is accepted as having been
completed fully in accordance with the sanctioned
specification. In cases where the items of are work not
accepted as so completed by 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 at
reduced rates
on account of
items of work
not accepted as
completed, to
be at the
discretion of
the Engineer-
in-charge.
Clause 10 : A bill shall be submitted by the contractor in
each month on 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 measurements for the purpose of having the same
verified and the claim, so far as it is admissible shall be
adjusted and paid 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 a subordinate to measure up the said
work in the presence of the contractor or his duly
authorized agent whose counter signature to the
measurement list shall be sufficient warrant and the
Engineer-in-charge may prepare a bill from such list which
shall be binding on the contractor in all respects
Bills to be
submitted
monthly
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
Bills to be on
printed form.
Clause 12 : If the specification or estimate of the work
provides for the use of any special description of materials
to be supplied from the store of the IPMCL 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
or 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 purposes of the
contract only and value of the full quantity of the materials
Stores supplied
by IPMCL
P a g e | 97 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
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 thereof if the
security deposit 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 IPMCL and shall not be
removed from the site of the work and shall at all times be
open to inspection by the Engineer-in-charge. Any such
materials issued at cost but remained unused and in
perfectly good condition at the time of completion or
termination of the contract shall be returned to the IPMCL,
store if the Engineer-in-charge so required by a notice in
writing given under his hand, but the contractor shall not
be entitled to return any such material supplied to him as
aforesaid but remaining unused by him or for any wastage
in or, damage to any such materials. The contractor shall,
however return all unused material at the time of
completion, which was issued to him free of cost by the
Engineer in charge and which has remained surplus with
the contractor after accounting for the actual utilization of
such material from the total quantity that was issued by the
Engineer in charge. Cost of any material issued free of cost
by the engineer and which has remained surplus with the
Engineer from the contractor as mentioned in Schedule –
„A‟
Clause 12 (A) : All stores of materials such as cement,
steel etc. supplied to the contractor by IPMCL should be
kept by the contractor in a separate store near the work site
under lock and key and will be accessible for inspection by
the Engineer in charge or his agent at all the times.
Storage of
controlled
material
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 materials and every other
respect in strict order accordance. The contractor shall also
conform exactly fully and faithfully to the designs,
drawings and instructions 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 at such office or on the site of
the work, during office hours. The contractor will be
entitled to receive one sets of contract drawing and
working drawings as well as one certified copy of the
Works to be
executed in
accordance
with
specifications
drawings.
P a g e | 98 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
accepted tender along with the work order free of cost.
Further, copies of the contract drawings and working
drawings if requires by him shall supplied at the rate of `
2000/- per set of contract drawings and ` 100/- per working
drawing except where otherwise specified.
Clause 14 : The Engineer-in-charge shall have power to
make any alterations in or additions to the original
specifications, drawing, design and instructions that may
appear to him to be necessary or contracts, advisable
during the progress of the work and the contractor shall be
bound to carry out the work in accordance with any
instructions in this connection which may be given to him
in writing signed by the Engineer-in-charge and such
alterations 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 are specified in the tender 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 with due
consideration for leads and lifts involved for materials and
labour or at the rates mutually agreed upon between the
Engineer-in-charge and the contractor, whichever are lower
However, if the Engineer-in-charge is not empowered by
IPMCL to approve the rates of such additional or altered
work then as far as possible he shall obtain prior approval
to the changes and to the rates payable for such changes
from competent authority of IPMCL not entered in before
ordering the Contractor to take up the alternation/
additional work. If the additional or altered work for which
no rate is in the schedule or 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 to 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 carry out such class
of work and arrange to carry out in such manner as he may
consider advisable provided always that if the contractor
shall commence the work or incur any expenditure in
regard thereto before the rates shall have been determined
Alteration in
specifications
& designs not
to invalidate
P a g e | 99 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
as lastly hereinbefore mentioned then in such case he shall
only be entitled to be paid in respect of the work or incur
any expenditure in regard there to 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 the IPMCL will be final.
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.
Extension of
time in
consequences
additions or
alterations
Clause 15 :
i) If at any time after the execution of the contract
documents the engineer shall for any reason what so ever
(other than default on the of the contractor for which the
IPMCL is entitled to rescind the contract) desires that the
whole or any part of the work specified in the tender should
be suspended for any period of that the whole or part of the
work should not be carried 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 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 except
specified in this
clause.
P a g e | 100 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
ii) Where the total suspension of work ordered as aforesaid
continued for a continuous period exceeding 30 days the
contractor shall be at liberty to withdraw from the
contractual, obligations under the contract so for as it
pertains to the unexecuted part of the work by giving a
10days prior notice in writing to the Engineer within
30days of the expiry of the said period of 30 days of such
intention and requiring the Engineer to record the final
measurements 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 obligation to
complete the remaining unexecuted work under his
contract. On receipt of such notice the Engineer shall
proceed to complete the measurement and make such
payment as may be finally due to the Contractor within a
period of 30 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 under the
remaining provisions of this clause.
iii) Where the Executive Director requires the Contractor to
suspend the work for a 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 for payment of
compensation to the extent of peculiarly loss suffered by
him in respect of working machinery rendered idle on the
site or on the account of his having had to pay the salary or
wages to 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 any suspension
whatsoever occasioned by unsatisfactory work or other
default on his part. The decision of the Engineer- in -charge
in this regard shall be final and conclusive against the
Contractor.
iv) In the event of
a) any total stoppage of work on notice from the
Engineer under sub-clause (1) in that behalf.
b) Withdrawal by the Contractor from the
contractual obligation to complete the remaining un-
executed work under sub-clause (2) on account of
continued suspension of work for a period exceeding 90
P a g e | 101 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
days.
c) Curtailment in the quantity of item or items
originally tendered on account of any alteration, omission
or substitutions in the specifications, drawings, designs or
instructions under Clause 14 where such curtailment
exceeds 25% in quantity and the value of the quantity
curtailed beyond 25% at the rates for the item specified in
the tender is more than ` 5,000/-
It shall be open to the Contractor within 30 days
from the service of
i) the notice of stoppage of work or
ii) the notice of withdrawal from the contractual
obligations under the contract on account of the continued
suspension of work or
iii) notice under Clause 14(i) 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 required the IPMCL to take over on
payment such material at the rates determined by the
Engineer, provided, however, that such rates shall in no
case exceed the rates at which the same was acquired by
the Contractor. The IPMCL shall thereafter take over the
material so offered, provided the quantities offered are not
in excess of the requirements 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 IPMCL for the loss suffered by
him on account of delay by IPMCL in the supply of
materials entered in Schedule „A‟ where such delay is
caused by.
i) Difficulties relating to the supply of railway wagons.
ii) Force majeure.
iii) Act of God.
iv)Act of enemies of the State or any other reasonable
cause beyond the control of IPMCL.
No. claim to
compensation
on account of
loss due to
delay in supply
of material by
IPMCL.
In the case of such delay in the supply of materials, IPMCL
shall grant such extension of time for the completion of the
works as shall appear to the IPMCL to be reasonable in
accordance with the circumstances of the case. The
P a g e | 102 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
decision of the IPMCL as to the extension of time shall be
accepted as final by the Contractor.
Clause 16 : Under no circumstances whatsoever shall the
Contractor be entitled to any compensation from IPMCL
on any account unless the Contractor shall have submitted
claim in writing to the Engineer-in-charge within one
month of the case of such claim occurring.
Time limit for
unforeseen
claims.
Clause 17 : If at any time before the security deposit or
any part of 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 unskilled 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 quality is 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 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 percent on the amount of
the estimate for everyday not exceeding 10 days during
which the failure so continues and in the event 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 prescribed above may be accepted or made use
of, it shall be within his discretion to accept the same
reduced rates as he may fix therefore.
Action and
compensation
payable in case
of bad work.
Clause 18 : All work under or in course of execution or
executed in pursuance of the contract shall at all times be
open to 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
Work to be
open to
inspection.
Contractor or
responsible
P a g e | 103 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
at which reasonable notice of the intention of the Engineer-
in-charge and his subordinates to visit the works shall have
been given to the Contractor, either himself be present to
receive orders and instructions or have a responsible agent
duly accredited in writing present for that purpose. Orders
given to the Contractor‟s duly authorized agent shall be
considered to have the same force and effect as if they had
been given to the Contractor himself.
agent to be
present
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 measurement any
work in order that the same may be measured and correct
dimensions thereof taken before the same is so covered up
or placed beyond the reach of measurement 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 expense, and in default thereof no payment or
allowance shall be made for such work or for the materials
with which the same was executed.
Notice to be
given before
work is
covered up
Clause 20 : If during the period as listed below, from the
date of completion as certified by the Engineer-in-charge
pursuant to Clause 7 of the Contract or for the period as
mentioned below after commissioning the work whichever
is earlier in the opinion of the Engineer in-charge, the said
work is defective in any manner whatsoever the contractor,
shall forthwith on receipt of notice in that behalf from the
IPMCL, duly commence execution and completely carry
out at his cost in every respect all the work that may be
necessary for rectifying and setting right the defects
specified therein including dismantling and reconstruction
of unsafe portion strictly in accordance with and in the
manner prescribed and under the supervision of the
IPMCL. 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
same notice, the IPMCL may get the same executed and
carried out departmentally or by any other agency at the
risk, on account and at the cost of the Contractor. The
Contractor
liable for
damage done
and for
imperfections
P a g e | 104 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Contractor shall forthwith on demand pay to the IPMCL
the amount of such costs, charges and expenses sustained
or incurred by the IPMCL of which the certification of the
IPMCL shall be final and binding on the Contractor, Such
costs, charges and expenses shall be deemed to be arrears
of land revenue and in the event of the Contractor failing or
neglecting to pay the same no demand as aforesaid without
prejudice to any other rights and remedies of the IPMCL,
the same may be recovered from the Contractor as arrears
of land revenue. The IPMCL, shall also be entitled to
deduct the same from any amount which may then be
payable or which may thereafter become payable by the
IPMCL 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 IPMCL. During defect
liability period, the work of daily maintenance and general
repairs and expenses thereon would be out of scope of the
tender. However, if any defects in the sub work or in the
material are found, the same will be rectified by the
Contractor at his cost and will be binding on him, failing to
which legal action would be taken as per tender clauses.
Ten percent amount will be withheld from security deposit
depending upon the nature of work, till the defect liability
period is over.
1. Pumping Machinery.
a) Pumping machinery and other allied mechanical,
electrical installation (excluding those in the
treatment plant contract), surge arrestors, water
hammer control devices, chlorinators (excluding
those provided in the treatment plant contract)
Five Years
Repairs to the works at (a) above. Five Years
2. WTP/ESR/GSR/BPT, Sump and Pump House,
Balancing Tank Etc. head works, approach bridge
a) Based on Contractor‟s own design. Five Year.
b) Based on Departmental design. Five Years
c) Special repairs to ESR/ GSR/ BPT Five Years
d) Ordinary repairs to ESR/GSR/BPT Sump and
Pump House, etc.
Five Years
3. Pipe Lines.
i) Pumping Mains, Gravity Mains, Leading Mains Five Years
P a g e | 105 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
including all the fixtures
ii) Distribution system, laterals, branch sewers of
sewerage system, etc.
Five Years
iii) Repairs to pipe lines under the works at (a) and (b)
above.
Five Years
The instructions contained in the Government of
Maharashtra (Public Works Department) Resolution dated
14th
June, 1989 shall henceforth be applicable to all the
works for which defect liability periods have been
specified as above
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 IPMCL
stores), plant, tools, appliances, implements, ladders,
tackles, scaffolding and temporary works requisite or
proper execution of the work, in the original, altered or
substituted from the weather included in the specification
or other documents forming part of the contract of 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 as
satisfied or which he is entitled to require together with the
carriage therefore to and from the work
Contractor to
supply plant,
ladders,
scaffoldings,
etc.
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, weighing 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 expenses 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 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 expenses of defense of
every suit, action or other legal proceedings 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
other legal proceedings that may be brought by any person
for injury sustained owing to neglect of the above
And is liable
for damages
arising from
non-provisions
of lights,
fencing, etc
P a g e | 106 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
precautions and to pay any damages and costs which may
be awarded in any such suit action or proceedings to any
such person, or which may with consent of the Contractor
be paid for compromising any claim by any such person.
List of machinery in contractors possession and
which he proposes to use on the work should be submitted
along with the tender.
Clause 21 A : The Contractor shall provide suitable
scaffolds and working platforms, gangways and stairways
and shall comply with the following regulations in
connection herewith.
a) Suitable scaffolds shall be provided for workmen for
all works that cannot be safely done from a ladder or by
other means.
b) A scaffolds shall not be constructed, taken down or
substantially allowed except
i) Under the supervision of a competent and 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 herewith 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.
e Scaffolds shall not be over – loaded and so far as practicable the load in
consequence of normal use
f Before installing lifting gear on scaffolds special precautions shall be taken to
ensure the strength and stability of the scaffolds.
g Scaffolds shall be periodically inspected by a competent person.
h Before allowing a scaffold to be used by his workmen the Contractor shall whether
the scaffold has been erected by his workmen or not, take steps to ensure that it
complies fully with the regulations herein specified.
i Working platform, gangway, stairways shall:-
1) be so constructed that no part thereof can sag unduly or unequally.
2)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 kept free from
any unnecessary obstruction.
P a g e | 107 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
j) In the case of working platform, gangways, working
places and stairways at a height exceeding 2 meters ( to be
specified).
a) every working platform, gangways shall be closely
boarded unless other adequate measures are taken to ensure
safety,
b) every working platform, gangway shall have adequate
width, and
c) every working platform, gangway, working place and
stairway shall be provided with railing/ barricading
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
material be provided with suitable means to prevent the fall
of persons or material.
l)When persons are employed on a roof where there is a
danger of falling from the height exceeding 3 meters ( to be
specified) suitable precautions shall be taken to prevent the
fall of persons or material
m) Suitable precautions shall be taken to prevent persons
being struck by articles, which might fall from scaffolds or
other working places.
n) Safe means of access shall be provided to all working
platforms and other working places.
Liability of
contractors
forany damage
done in or
outside the
work area
o)The Contractor will have to make payments to 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 machines and tackles, including their
attachments, anchorages and supports shall.
i) be of good mechanical construction, sound material and
adequate strength and free from patent defect, and
ii) be kept in good repairs 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 and free from patent defect.
Employment of
female labor
work on
Sunday
c) Hoisting machines and shackles shall be examined and
adequately tested after erection on the site and before use
P a g e | 108 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
and be re-examined in position at intervals to be prescribed
by the IPMCL.
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 hoisting appliance operator shall
be properly qualified.
f) No person who is below the age of 18 years shall be in
control of any hoisting machine, including any scaffold,
which gives signals to the operator.
g) In case of every machine and every chain, ring, hook,
Shackle, swivel and pulley block used in hoisting or
lowering or as a means of suspension, the safe working
load shall be ascertained by adequate means.
h) Every hoisting machine and all gear referred to in
proceeding regulation shall be plainly marked with the
safe working load
i) In 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 any gear referred to
in regulation (g) 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 of hoisting appliances shall be provided
with efficient safeguards.
l) Hoisting appliances shall be provided with such means,
which will reduce to minimum, and the risks of the
accidental descend of load.
m) Adequate precaution shall be taken to reduce to a
minimum the risk of any part of 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 IPMCL. When such
permission is given and also in all cases when destroying,
cut or dug up trees, brushwood, grass, etc. by fire, the
Contractor shall take necessary measures to prevent such
fire spreading to or otherwise damaging surrounding
property. The Contractor shall make his own arrangements
for drinking water for the labor employed by him.
Measures for
prevention of
fire.
Clause 23 : Compensation for all damages done
intentionally or unintentionally by Contractor‟s labour
Liability of
Contractor for
any damage
P a g e | 109 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
whether in or beyond the limits of the IPMCL property
including any damage caused by the spreading of fire
mentioned Clause 22 shall be estimated by the Engineer-in-
charge or such other officer as he may appoint and the
estimate of the Engineer-in-charge subject to the decision
of the IPMCL 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 damage in the manner
prescribed in Clause 1 or deducted by the Engineer-in-
charge from any sums that may be due or become due from
IPMCL to Contractor under this contract or otherwise.
done in or
outside work
area.
The Contractor shall bear the expenses of
defending any action or other legal proceedings that may
be brought by any person for injury sustained by him
owing to neglect of precautions to prevent the spread of
fire and he shall pay any damages and cost that may be
awarded by the court in consequence.
Clause 24 : The employment of female laborers on works
in neighborhood of soldiers barracks should be avoided as
far as possible.
Employment of
female labor
Clause 25 : No work shall be done on 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 to do so, or become insolvent or commence any
proceedings to get himself adjudicated and insolvent or
make any composition with his creditors or attempt so to
do so or if bribe, gratuity, gift, loan, perquisite, reward of
advantage, pecuniary or otherwise shall either directly or
indirectly be given, promised or offered by the Contractor
or any of his servants or agents to any public officer or
person in the employment of IPMCL in any relating to his
office or employment or if any such officer or person shall
become in any way directly or indirectly interested in the
contract, the Engineer-in-charge may 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 IPMCL and the same
consequences shall ensure as if the contract had been
Work not to be
sublet..
Contract may
be rescinded
and security
deposit
forfeited for
subletting it
without
approval or for
bribing a
Public Officer
or if
Contractor
becomes
insolvent.
P a g e | 110 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
rescinded under Clause 3 hereof and in addition the
Contractor shall not be entitled to recover or be paid for
any work thereof actually performed under the contract.
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 applied to
the use of IPMCL without reference to the actual loss or
damage sustained, and whether any damage has or has not
been sustained
Sum payable
by way of
compensation
to be
considered as
reasonable
without
reference to
actual loss
Clause 28 : In the case of tender by partners, any change 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
the 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 IPMCL, 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 out.
Directions and
control of the
Engineer in
charge
Clause 30.1 : Except where otherwise specified in the
contract and subject to the powers delegated to him by
IPMCL under the code, rules then in force, the decision of
the IPMCL for the time being shall be final, conclusive and
binding on all parties of the contract, upon all questions
relating to the meaning of the specifications, designs,
drawings and instruction hereinbefore mentioned and as to
the quality of workmanship, or materials used on the work
or as to any other question, claim, right, matter or thing
whatsoever, in any way arising out of or relating to the
contract, designs, drawings, specifications, estimates,
instructions, orders, or these conditions, or otherwise
concerning the works, or the execution, or failure to
execute the same, whether arising during the progress of
work, or after the completion or abandonment thereof.
Directions and
control of the
Engineer in
charge .
Clause 30.2 : The Contractor may within thirty days of
receipt by him of any order passed by the IPMCL as
aforesaid appeal against it to the IPMCL with the contract
work or 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. 1.00 lakh (Rs. One
P a g e | 111 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Lakh).
Clause 30: If the contractor is not satisfied with the order
passed by the IPMCL as aforesaid, the contractor may,
within thirty days of receipt by him of any such order,
appeal against it to the IPMCL who if convinced that prima
facie, the contractors, claim rejected by Engineer In-
charge/IPMCL is not frivolous and that there is some
substance in the claim of the contractor as would merit a
detailed examination in the claim of the contractor and
decision by IPMCL for suitable decision. The decision of
the IPMCL shall be final and binding on the contractor and
the Engineer-in-charge.
Clause 31 : Deleted
Clause 32 : When the estimate on which a tender is made
includes lump sums in respect of parts of the work, the
Contractor shall be entitled to payment in respect of the
items of work involved or the part of the work in question
at the same rates as are payable under this contract for each
item, or if the part of the 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 the Engineer-in-charge shall be final and
conclusive against the Contractor with regard to any sum or
sums payable to him under the provisions of this clause.
Lump sums in
estimates
Clause 33 : In the case of any class of work for which
there is no such specification as is mentioned in Rule I of
Form B-1, such work shall be carried out in accordance
with the IPMCL specifications and in the event of there
being no IPMCL specifications, the work shall be carried
out in all respect in accordance with all instructions and
requirements of the Engineer-in-charge.
Action where
no
specifications
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 Contractor’s
percentage
P a g e | 112 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
be deducted from/ added to the gross amount of the bill
before deducting the value of any stock issued.
whether
applied to net
or gross
amount of bill.
Clause 36 : All quarry fees, royalties, octroi duties and
ground rent for stacking materials, if any should be paid by
Contractor, which will not be entitled to a refund of such
charges from the IPMCL. (Please see special clause for
royalty).
Quarry fees
and royalties
Clause 37 : The Contractor shall be responsible for and
shall pay any compensation to his workmen payable under
the Workmen‟s Compensation Act., 1923 (VIII of 1923),
(hereinafter called the said Act) for injuries caused to the
workmen. If such compensation is payable/ paid by the
IPMCL as principal under sub-section (1) of Section 12 of
the said Act on behalf of the Contractor, it shall be
recoverable by the IPMCL from the Contractor under the
sub-section (2) 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
workman who may suffer a bodily injury as a result of an
accident. If such expenses are incurred by IPMCL, the
same shall be recoverable from the Contractor forthwith
and be deducted without prejudice to any other remedy of
the IPMCL 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 herewith.
a) The workers shall be required to use the equipments 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 drowning, 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
P a g e | 113 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
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 : 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 time under the said Act and the said
Rules and on his failure or neglect to do so he shall be
subjected to all the liabilities and penalties provided by said
Act and said Rules.
Clause 38 : I) 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 in the quantity of the item does not
exceed the tender quantity to 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.
5,000/- (Whichever is more)
Quantities put
to tender are
approximate.
Excess quantity
beyond quantity
put to tender
will be governed
as per Cl.38
ii) the Contractor shall, if ordered in writing by the
Engineer so to do, also carry out any quantities in excess of
the limit mentioned above in sub –clause (1) hereof on the
same conditions and in accordance with the specifications
in the tender and the rates
a) derived from the rates entered in Current Schedule of
Rates and in the absence of such rates
b) At the rates prevailing in the market. The said rates
being increased or decreased as the case may be by the
percentage which the total tendered amount upon the
schedule of rates applicable to the year in which the tender
were accepted
For the purpose of operation of this clause ,this cost shall
be worked out from the DSR prevailing at the time of
inviting of tender. The cost of Clause 38 is Rs. 20569687
(Rs.Two Crores Five Lakhs Sixty-nine Thousand Six
Hundred Eighty Seven only ).
iii) This clause is not applicable to extra items.
iv) 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% at the rate of the item specified in the tender is
more than Rs.5,000/- This reduction is exclusively the
P a g e | 114 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
reduction in Clause Nos. 14 & 15 of the work and site
conditions.
v) There is no change in the rate if the excess is less than or
equal to 25%. Also there is no change in the rate if the
quantity of work done is more than 25% of the tendered
quantity, but the value of the excess work at the tendered
rates does not exceed Rs. 5,000/-
vi) The quantities to be paid at the tendered rates shall
include,
a) tendered quantity plus 25% excess of tendered
quantity or the excess quantity of the value of Rs.5,000/- at
tendered rate whichever is more
Clause 38 : The Engineer in charge shall see that claim
towards excess quantity under this clause 38 is submitted to
higher authority immediately on its cropping up. Engineer
in charge IPMCL while making such payment shall see that
the total expenditure shall not exceed sanctioned cost of the
scheme. If the proposal of Clause 38 is submitted to
competent authority for payment then interim 50%
payment will be released as under
Interim payment
for excess
quantity
a) At accepted tender rate or current schedule rate
whichever is less subject to condition that total
expenditure on the tender shall not exceed sanctioned cost
of the scheme
Payment for
average rate of
excavation
Clause 39 : The Contractor shall employ any famine,
convict or other labour of a particular kind or class if
ordered in writing to do so by the Engineer-in-charge.
Employment of
famine labour,
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 accordance to sanction of
estimates.
Claim for
compensation
for delay in
starting the
work.
Clause 41: No compensation shall be allowed for any
delays 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, execution in mud, sub-
soil, water standing in borrow pits and no claim for an
extra rate shall be entertained unless otherwise expressly
Claims for
compensation
for delay in
execution of the
work.
P a g e | 115 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
specified.
Clause 42 : The Contractor shall not enter upon or
commence any portion of work except with written
authority and instructions of the Engineer-in-charge of his
subordinate in charge of the work. Failing such authority
the Contractor shall have no claim to ask for measurements
of 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 (Nawar).
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 the IPMCL for any
delay caused in the completion of the work by such
removal.
Minimum
age of
persons
employed,
the
employment
of donkeys
and other
animals and
the payment
of fair
wages.
v) The Contractor shall pay fair and reasonable wages
to the workmen employed by him in the contract
undertaken by him, In the event of the dispute arising
between the Contractor and his workmen on the
grounds that the wages paid are not fair and reasonable,
the dispute shall be referred without delay to the
Engineer in charge who shall decide the same. The
decision of the Engineer in charge shall be conclusive
and binding on the Contractor but such decision shall
not in any way affect the conditions in the contract
regarding the payment to be made by the IPMCL at the
sanctioned tender rates.
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
P a g e | 116 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
vii) Contractor to take precautions against accidents
which take place on account of labour using loose
garments while working near machinery.
Clause 44: Payment to Contractors shall be made by
cheque drawn on IPMCL/ Engineer in charge‟s account
provided the amount exceeds Rs.1000/- Amounts not
exceeding Rs.1000/- will be paid in cash.
Method of
payment
Clause 45: Any Contractor who does not accept these
conditions shall not be allowed to tender for work.
Acceptance
of conditions
compulsory
before
tendering for
work.
Clause 46 : If Government declares a site of scarcity or
famine to exist in any village situated within 16 Kms 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 Engineer in
charge/IPMCL of corporation, or by any person to
whom the Engineer in charge/IPMCL of IPMCL may
have delegated this duty in writing to be in need on
relief and shall be bound to pay to such person wages
not below the minimum wages 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 Engineer in charge whose
decision shall be final and binding on the Contractor.
Employment
of scarcity
labour
Clause 47: The price quoted by the Contractor shall not
in any case exceed the control price, if any, fixed by
Government or reasonable price which is permissible
for him to charge a private purchaser for the same class
and description, the control price or the price
permissible under the provisions of Hoarding and
Profiteering Preventing Ordinance, 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
to the controlled price as permissible under the
Price not to
exceed
controlled
price fixed
by Govt.
P a g e | 117 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Hoarding and Profiteering Prevention Ordinance. This
discretion will be exercised without prejudice to any
other action that may be taken against the Contractor.
Clause 47 A : The tender rates are inclusive of all
taxes, rates, cess GST and are also inclusive of the
livable tax in respect of sale by transfer of property in
goods involved in the execution of work contract under
the provision of Rule 58 of Maharashtra Value added
Tax ACT 2005 for the purpose of levy of tax.
The rates to be quoted by the contractor must be
inclusive of all taxes including VAT, GST. No extra
payment on this account will be made to the contractor
,
Rate
inclusive of
all taxes
Clause 48 : In case of materials that may remain
surplus with the Contractor from those issued, the date
of ascertainment of the materials being surplus will be
taken as the date of sale for the purpose of GST and the
GST will be recovered on such date.
Sale tax on
surplus
material
Clause 50 : The Contractor shall employ at least 80
percent of the total number of unskilled labour to be
employed by him on the said work from out of the
persons ordinarily residing in the district in which site
of the said work is located. Provided, however, that if
required number of unskilled labour from that district is
not available, the Contractor shall in the first instance
employ such number of persons as is available and
thereafter may with the previous permission in writing
of the Engineer-in-charge of the said work obtain the
rest of the requirement of unskilled labour from outside
of district.
Employment
of local
labour
Clause 51 : The Contractor shall pay the labourers –
skilled and unskilled according to the wages prescribed
by Minimum Wages Act applicable to the area in which
the work of the Contractor is located. The Contractor
shall comply with the provision of the Apprentices Act,
1961 and the Rules and Orders issued there under from
time to time.. The Contractor shall be liable for any
pecuniary liability arising on account of any violation
by him of the provisions of the Act. The Contractor
shall pay the labourers – skilled and unskilled-
according to wages prescribed by Minimum Wages Act
applicable to the area in which the work lies.
Wages to be
paid to the
skilled and
unskilled
labours
employed by
contractor.
P a g e | 118 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Clause 52 : All amounts whatsoever which the
Contractor is liable to pay to the IPMCL 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 IPMCL to the Contractor,
ii) hire charges in respect of heavy plant, machinery and
equipment given on hire by the IPMCL to the
Contractor for execution by him of the work and/ or for
which advances have been given by the IPMCL to the
Contractor shall be deemed to be arrears of the land
revenue and IPMCL without prejudice to any other
rights and remedies of the IPMCL recover the same
from the contractor as a arrears of land revenue
Clause 53 : The Contractor shall duly comply with all
the provisions of the Contract Labour (Regulation and
Abolition) Act, 1970 (37 of 1970) and the Maharashtra
Contract Labour (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 workmen employed by the
contractor and working on the site of the work. In
particular and contractor shall pay wages to each
worker employed by him on the site of the work at the
rates prescribed under the Maharashtra Contract Labour
(Regulation and Abolition) Rules 1971. If the contractor
fails or neglect to pay wages at the said rates or makes
short payment and the IPMCL 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 IPMCL
to such workers shall be deemed to be debt payable by
the Contractor and the IPMCL shall be entitled to
recover the same as such from the contractor or deduct
same from the amount payable by the to the contractor
hereunder or from any other amounts payable to him by
the IPMCL.
Clause 54 : Where the work are required to work near
Machine and are liable to accident they should not be
allowed to wear loose clothes like Dhoti, Jhabba etc.
Clause 55 : The Contractor shall comply with the
provisions of the Apprentices Act, 1961 and the Rules
P a g e | 119 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
and Orders issued there under from time to time
Clause 56 : In view of the difficult position regarding
the availability of the Foreign exchange, no foreign
exchange, will be released by the Department for the
purchase of the Plant and Machinery required for the
execution for the work concerned work.
Clause 57 : Conditions of Malaria Eradication. Anti-Malaria
and other
health
measures.
a) The anti malaria and the health measures shall be as
directed by the Joint Director (Malaria and Filarial) of
Health Service, Pune.
b) Contractor shall see that most autogenic conditions
are not created so as to keep vector population to
minimum level
c) 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 ( M & F) 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 Government on anti
malaria measures to control the situation in addition to
fine.
e) Relations with Public Authorities.
The contractor shall make sufficient arrangements for
draining away the sullage water as well as water
coming from the bathing and washing places and shall
dispose of 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 all rules, regulations,
bye-laws and directions given from time to time by any
local or public authority in connection with this work
and shall pay fees or charge which are leviable on him
without any extra cost to Government
Clause 58 : The successful contractor will have to
enter into agreement in form specified by IPMCL on a
stamp of required amount as per rules in force. The
stamp charges shall be borne by the contractor
P a g e | 120 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Clause 59 : Price variation clause : Deleted
Clause 60 : The contractor shall provide and maintain
barricades, guards, guard rails, temporary bridges and
walkways, watchmen, headlights and danger signals
illuminated from sunset to sunrise and all other
necessary appliances and safeguards to protect the
work, life, property, the public excavations, equipment
and materials. Barricades shall be substantial
construction and shall be painted such as to increase
their visibility at night. For any accident arising out of
the neglect of above instructions, the contractor shall be
bound to bear the expenses of defence of every suit,
action or other legal proceedings, at law, that may be
brought by any person for injury sustained owing to
neglect of the above precautions and to pay all damages
and costs which may be awarded in any such suit,
action or proceedings to any such person or which may
with the consent of the contractor be paid in
compromising any claim by any such person.
Insurance
Clause 61 : The contractor shall take out necessary
insurance policy /policies so as to provide adequate
insurance cover for execution of the awarded work from
the Director of insurance Maharashtra State Mumbai.
However if contractor desire to effect insurance with
local office of any insurance company same should be
under the Co-insurance-come- servicing arrangement
approved by the director of insurance if the policy taken
out by the contractor is not Co – Insurance basis(GIF-
60% and insurance company -40%) the same will not be
accepted and the amount of the premium calculated by
director of insurance will be recovered directly from the
amount payable to the contactors for the executed
contract work.
1 Loss of or damage to the Civil and Mechanical and
Electrical equipments supplied/installed including the
materials such as pipes, valves, specials etc. brought on
site
Loss of or damage to contractor‟s equipments including
his vehicles.
Loss of or damage to property (except the works, Plant
material and Equipment) in connection with the
contractor, and :
Personal injury or death due to vehicles of the
P a g e | 121 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
contractor and or due to any accident that may arise at
or around the site to the Contractor personnel or to the
IPMCL staff or to any other person not connected with
IPMCL /Contractor
2
.
Policies and certificates for insurance shall be delivered
by the Contractor to the Engineer for the Engineer‟s
approval before the date of actual starting of work. All
such insurance shall provide for compensation to be
payable in the types of proportions of currencies
required to rectify the loss or damage incurred
3
.
If the contractor did not produce any of the policies and
certificates required the Engineer may effect the
Insurance for which the contractor should have
produced the policies certificates and recover the
premium it has paid from payment otherwise due to the
contractor or, if no payments due to payment of the
premiums shall be of debt due.
4
.
Alternations to the terms of an insurance shall not be
made without the approval of the Engineer
5
.
The minimum insurance cover for loss damages to
physical property, injury and death shall be 10% of the
contract cost per occurrence with number of
occurrences as 3(Three). After each occurrence the
contractor shall pay additional premium necessary so as
to keep the insurance police valid always till the defect
liability period is over
6
.
No payment will be released to the contractor until the
insurance coverage with the Govt. Insurance fund,
Maharashtra State is provided and unless the proof of
insurance coverage is produced by the Contractor to the
Engineer-in-Charge
Clause 62:During execution of work excavation is
required to be carried out for various sub-works for
which royalty is required is to be paid by the contractor.
During execution of work and till completion if point of
royalty is raised by collector office it will be sole
responsibility of the contractor to pay royalty
charges/compensation if any to concern. Until the
certificate from the collector office regarding royalty
charges is not submitted by the contractor, final bill and
security deposit for such work will not be payable to the
contractor.
P a g e | 122 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
250 M3 Cap. Hot Water Tank is to be constructed as follows:-
ITEMWISE SPECIFICATION
Item No.2 :-
The corrosion protection system required is a Flake Glass filled Acrylic / Vinyl
ester system suitable for use in chemical environments, Temperature Resistance,
aggressive atmospheric and spillage conditions. The coating comprises two coats, one
primer and one finish coat. The coating shall be suitable for a maximum temperature
of 85°C.
Surface preparation of the shells, mixing of paint components and application of
the coating shall be in strictly accordance with the manufacturer's instructions testing and
repair of defects shall be in accordance with the manufacturer's recommendations.
SURFACE PREARATION
Decontamination: The concrete should be sound, well cured & leveled.Any
repairs that may be required to patch up the level difference, to replace weak concrete, to
remove standing water/all accumulations on the concrete surface. The concrete has to be in
dried condition and moisture content should be within acceptable limit (Max. allowable
Moisture content is 12%). Moisture level shall be checked with Moisture Meter. In case the
heating is required to bring the moisture within acceptable limit, then necessary
equipment‟s shall be used.
SURFACE CLEANING
The surfaces to be coated shall be blast cleaned to surface cleanliness standard SSPC SP5
APPLICATION OF COATINGS
The application of the primer coat (Polyclass WCP- 75 to 100 micron) should
commence within 4 – hours of completion of the blast cleaning of the surface. Due to the
large surface area to be coated, and the access available, the cleaningand application should
be performed in a „blast, clean, primer alternating sequence‟.
The Polyglass WCP primer for concrete surfaces that are damp, or where levels
of moisture are approaching the saturation point of concrete. It is designed to react with the
Polyglass VEF finish coat and therefore the time between the application of the primer and
finish coats is limited. The actual time will depend on the ambient temperature and the
ventilation level. Assuming a temperature of 20 deg. C and good ventilation the minimum
time between coats will be 2 hours, the maximum time will be 7 days. The Polyglass VEF
should be applied in multiple coats to achieve the correct Dry Film Thickness. The number
of coats will depend on the temperature at the time of application; however, a minimum of
two coats will be necessary. Polyglass VEF should be left to gel sufficiently to support a
P a g e | 123 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
supplementary coat prior to over-coating. Again this will depend on temperature. The
minimum time between coats will be 2 to 4 hours, the maximum time between coats will be
72 hours.
The Application of coating shall be done by coating manufacturer only with standard QAP.
COATING MATERIAL SPECIFICATION:
Coating Specification Coating Properties Coating
Thickness
(DFT)
Product
Description
Surface
Prep.
Coating
Description Test Test Method Value
Abrasive
Blast
cleaning to
SSPC SP 5
A glass flake
vinyl ester
acrylic co-
polymer.
Water
Vapour
Permeability
ASTM-D-1653-
72
0.3 to 0.5
gm/m2/day/mm
1.2 mm
Primer: Polyglass
WCP/CorrofillVE
Adhesive
Strength
ASTM-D-4541 > 80 Kg/cm2
Cohesive Failure
Tensile
Strength
ASTM-D-638-
90
More than 20
N/mm2
Top Coat:
Polyglass VEF
Abrasion
Resistance
ASTM-D-4060-
90
Less than 300
mg loss, 1000
gm/1000 cycles/
H 18 wheel
P a g e | 124 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Tender Inviting Authority: ICHALKARANJI POWERLOOM MEGA CLUSTER LTD. Name of work:- Providing and Constructing 250 M3 Cap. Hot Water
Storage Tank At Laxmi Industrial Estate Hatkanangle. Sub Work No.3 :- Construction Of 250 M3 Cap. RCC Hot Water Tank.
Item NO. DESCRIPTION OF WORK QTY. UNIT RATE/UNIT RATE IN WORDS AMOUNT MEMORANDUM SHOWING THE APPROXIMATE QUANTITY OF WORK TO BE EXECUTED & COST THERE OF
1 EXCAVATION 49.01 Cum. 185 Rs. One hundred eighty five 9066.85 Excavation for foundation in earth, soil of all types, sand, gravel only.
and soft murum, including removing the excavated material up
to a distance of 50 m. beyond the building area & stacking and
spreading as directed, dewatering, preparing the bed for the
foundation and necessary back filling, ramming, watering
including shoring and strutting etc. complete. (Lift upto 1.5
m.) By Manual Means
For all lifts
2 P.C.C.(M:150)
Providing and casting in situ cement concrete in M15 of trap/ 7.35 Cum. 4995 Rs.four thousand nine 36713.25 granite/quartzite/gneiss metal for bed blocks, foundation blocks hundred twenty only.
and such other items including bailing out water, plywood/steel
formwork, compacting, roughening them if special finish is to
be provided, finishing uneven and honeycombed surface and
curing etc. complete. The Cement Mortar 1:3 plaster is
considered for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering will not be allowed.),
with fully automatic micro processor based PLC with SCADA
enabled reversible Drum Type mixer . . With crushed sand.
For all lifts
3 R.C.C.(M:300)
COLUMN FOOTING 1.8 Cum. 5831 Rs. Five thousand eight 10495.8 Providing and casting in situ cement concrete M30 of trap/ hundred thirty one only.
granite /quartzite/ gneiss metal for R.C.C. work in foundations
like raft, strip foundations, grillage and footings of R.C.C.
columns and steel stanchions etc. columns as per detailed
designs and drawing or as directed including centering,
formwork, cover blocks compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etc. complete,
(Excluding reinforcement and structural steel).with fully
automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
P a g e | 125 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
4 COLUMN (M:300)
Providing and casting in situ cement concrete M30 of trap/ 1.07 Cum 11000 Rs.Elevan thousand only. 11770 granite /quartzite/ gneiss metal for R.C.C. columns as per
detailed designs and drawing or as directed including centering,
formwork, cover blocks compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etc. complete,
(Excluding reinforcementand structural steel).with fully
automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
5 BEAMS:-(M:300)
Providing & casting in situ cement concrete M30 of trap/ 3.03 Cum. 9816 Rs. Nine thousand eight 29742.48 granite /quartzite/ gneiss metal for R.C.C. beams and lintels as hundred sixteen only.
per detailed designs & drawings or as directed including
centering, formwork, cover blocks compaction & roughening
the surface if special finish is to be provided & curing etc.
complete. (Excluding reinforcement and structural steel).with
fully automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
6 SLAB/VERTICAL WALL/(M:300)
providing and casting in situ.c.c. of trap/granite/quartzite/gneiss metal 41.82 Cum. 11017 Rs. Elevan thousand seventeen 460730.94 of trap approved quality for RCC works as per detailed drawing and only.
designs or as directed by engineer in charge including normal
dewatering ,centering,form work,compaction,finishing the formed
surfaces with C.M. 1:3 of sufficient minimum thk. To give a smooth and
even surface whenever necessary or roughninig if special finish is to be
provided and curing etc.complete.(by weigh batching and mix design
for M-250 and M-300 only. Use of L & T ,A.C.C. , Ambuja,BIRLA GOLD,
Manikgad ,Rajashree ,etc.cement is permitted.)(excluding M.S. or Tor
reinforcement.)
For all lifts
7 STEEL Providing and fixing in position tor steel bar reinforcement of various 4.6 MT. 65194 Rs.Sixty five thousand one 299892.4 diameters for RCC piles, caps,footings,foundations,slabs,beams, hundred ninety four only
columns,canopies,staircases,newels,chajjas,lintels,pardies,copings,
fins,arches,etc.as per detailed designs,drawings,and schedules,
including cutting bending hooking the bar,binding with wires or tack
welding,and supportingas required,etc complete.(including cost of
binding wire)
For all lifts
8 EXT. PLASTERING Providing sand faced plaster externally in cement mortar using 161.16 Sq.M 338 Rs. Three hundred thirty eight 54472.08 approved screened sand, in all positions including base coat of only
P a g e | 126 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
15 mm thick in cement mortar 1:4 using waterproofing
compound at 1 kg per cement bag curing the same for not less
than 2 days and keeping the surface of the base coat rough to
receive the sand faced treatment 6 to 8 mm thick in cement
mortar 1:4 finishing the surface by taking out grains and curing
for fourteen days scaffolding etc.complete.
For all lifts
9 INTERNAL PLASTERING
Providing internal cement plaster 20mm thick in two coats in 50 Sq.M 349 Rs. Three hundred fourtynine 17450
cement mortar 1:4 with neeru finish, to concrete, brick only.
surface, in all positions including scaffolding and curing
etc.complete.
For all lifts
10 ROOF SLAB TOP
Providing and applying a base coat comprising of 1 Kg PolydeeMC 43.36 sqm 360 Rs.Three hundred sixty 15609.6
and 1 Kg fresh cement after wetting the surface followed by only.
drying the surface for 2 days, apply primer coat of TP40 and
after dying applying polydee 11 two component (mixing ratio 2A:1B)
Antibacterial food grade coating inside drinking water tank in two coat
with time interval of minimum 8 hrs. covering 7 years guarantee on
Court Fee Stamp Paper of Rs. 100/ etc.complete.
For all lifts
11 EXTERNAL PAINTING
Providing and applying two coats of exterior acryllic emulsion paint 161.16 sqm 218 Rs. Two hundred eighteen 35132.88
confirming to corresponding I.s. of approved manufacture and of only.
approved colour to the palstered surfaces including cleaning ,preparing
the plaster surfaces ,applying primer coat,scaffolding if necessary,and
watering the surface for two days also providing and applying one coat
of seal cement primer.
For all lifts
12 VENTILATORS
Providing and constructing R.C.C. ventilating shaft of diameters and
height mentioned below with require number of RCC 15x15cm size
columns and RCC circular slab or dome over the pillers in M-150
including cost of all materials and labours ,providing and fixing steel
wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge
and providing and applying 3 coats of oil paint to wooden or steel frame
and cement paint to concrete structure ,etc.complete as directed by
Engineer- in -charge.
1)1.2Mx1.2M(1.44 sq.m.) 2 No. 6038.5 Rs.six thousand thirty eight & 12077
For all lifts five Paise only.
40.32 kg 66 Rs. Sixtysix only. 2661.12
2)Angle frame with s.s. jali(25x25x4 mm)
For all lifts
13 MANHOLE
providing ,hoisting and fixing in position c.i. manhole ,frame,and cover 2 No. 2669 Rs.Two thousand six hundred 5338
of best quality and of required size and shape with locking arrangement sixtynine only.
including apply 2 coats of anti -corrosive paint,etc. complete.
For all lifts
P a g e | 127 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
14 LIGHTENING CONDUCTOR(20M) Providing and fixing in position copper lightening conductor including 1 No. 13270 Rs. Thirteen thousand two 13270 copper rod of 20mm dia. As per upper terminal 1.5M long with conical hundred seventy only.
spike at top ,copper earth plate of 3 mm thick and 0.81 sq.m. in area ,
clamps at 1M centre to centre including ,necessary excavation ,laying
and fixing the conductor ,providing and fixing the conductor, providing
and fixing 40 mm G.I. pipe upto 3 M ht. from ground and 0.5 M below
ground including and making all connections ,filling earthing pit with
charcoal salt,etc. & refilling & watering etc. complete as per specificat-
ions laid down in relevant I.S. codes.
For all lifts
15 LADDER
Providing and fixing in position M.S. ladder 0.50M wide consisting 7 RMT 1283 Rs. One thousand two 8981 75x10 mm M.S. flats as stringers and 16 Mmm dia. M.S. bars in double hundred eighty three only.
rows as steps as steps placed at 25 mm c/c including cost of material
and labour involved ,welding ,anchoring and applying 3 coats of anti -
corrosive paint ,etc.complete as directed by Engineer -in -charge.
For all lifts
16 RAILING:-
providing and fixing SS 304 pipe railing having 1.0M height consisting 23.87 RM 848 Rs. Eight hundred forty eight only 20241.76 50mm dia vertical SS304 pipe as verticals at 1.5M c/c and additional post
at every corner with 2 rows of 25mm dia. G.I. pipes of medium class
variety as horizontal and painting 3 coats of oil paint over 1 coats of
anticorrosive paint of approved colour and shade including cost of all
laboures ,transporting bend to curved shape,etc.complete.
as above but with only 2 rows
For all lifts
17 PROTECTIVE CORROCOAT
Providing and applying concrete protection system consisting of flake glass 262.76 M2 2800 Rs.two thousand eight hundred 735728 filled Acryllic /Vinyl ester system suitable for use in chemical environment only.
including blast cleaning the concrete wall /floor/column/ Roof
beam /Slab surface making it dry ,applying primer coat of polyglass wcp
to 100 micron thickness; applying finish coat of polyglass
VEF to dry film thickness of 1200 micron including material/labour,scaff-
olding ,compressor facilty with using corroglass 602 /corrofillive used for
filling uneveness prior to application of primer coat etc,complete.
For all lifts
18 DISPOSING OF SURPLUS STUFF
Disposing off surplus excavated stuff within 5km lead including loading 41.85 M3 66 Rs.Sixty six only. 2762.1 unloading,transportation etc.complete as directed by Engineer In
Charge.
For all lifts
19 REFILLING
Refilling the trenches with available excavated stuff with soft material 3.5 M3 66 Rs.Sixty six only. 231 first over pipeline and then hard material in 15 cm layers with all leads
and lifts including consolidation,surcharging,etc.complete.
For all lifts Total cost:- 1782366.26
P a g e | 128 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
SAY Rs 1782367/-
Rs Seventeen lakh eightytwo thousand three hundred sixty seven only
P a g e | 129 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Tender Inviting Authority:ICHALKARANJI POWERLOOM MEGACLUSTER, LTD. HATKANANGALE
Name of work :- Providing and Constructing Office Building above 4000M^3 capacity water storage tank.
SI. No. Description Of Work Quantity Unit Rate in Rate in word Amount
Figure Rs.
Item No Sub work No. 3- Construction of Office Building
1 Column M:300
Providing and casting in situ cement concrete M30 of trap/ 5.04 Cum. 11000 Rs Elevan thousand only 55440
granite /quartzite/ gneiss metal for R.C.C. columns as per
detailed designs and drawing or as directed including centering,
formwork, cover blocks compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etc. complete,
(Excluding reinforcementand structural steel).with fully
automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
2 Beams M:300
Providing & casting in situ cement concrete M30 of trap/ 14.42 Cum. 9816 Rs Ninety eight thousand 141546.72
granite /quartzite/ gneiss metal for R.C.C. beams and lintels as sixteen only
per detailed designs & drawings or as directed including
centering, formwork, cover blocks compaction & roughening
the surface if special finish is to be provided & curing etc.
complete. (Excluding reinforcement and structural steel).with
fully automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
3 Slab/Vertical wall/(M:300)
Providing and casting in situ.c.c. of trap/granite/quartzite/gneiss metal 22.31 Cum. 11017 Rs Elevan thousand 245789.27
of trap approved quality for RCC works as per detailed drawing and seventeen only
designs or as directed by engineer in charge including normal
dewatering ,centering,form work,compaction,finishing the formed
surfaces with C.M. 1:3 of sufficient minimum thk. To give a smooth and
even surface whenever necessary or roughninig if special finish is to be
provided and curing etc.complete.(by weigh batching and mix design
P a g e | 130 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
for M-25 and M-300 only. Use of L & T ,A.C.C. , Ambuja,BIRLA GOLD,
Manikgad ,Rajashree ,etc.cement is permitted.)(excluding M.S. or Tor
reinforcement.)
4 Chajja M:(300)
Providing & casting in situ cement concrete M25 of trap/granite/ 1.98 Sqm 10619 Rs Ten thousand Six hundred 21025.62
quartzite/ gneiss metal for R.C.C. chajja as per detailed design & nineteen only
drawings including centering, formwork, cover blocks, compacting
, curing , finishing & roughening the surface if special finish is to be
provided & curing complete. (Excluding reinforcement and structural
steel).with fully automatic microprocessor based PLC with SCADA
enabled concrete batch mixplant (pan mixer).... With Crushed sand.
5 Steel
Providing and fixing in position steel bar reinforcement of various 3.95 Mt 65194 Rs Sixty five thousand one 257516.3
diameters for RCC piles, caps, footings, foundations, slabs, beams, hundred ninety four only
columns, canopies, staircases, newels, chajjas, lintels, pardies, copings,
fins, arches, etc. as per detailed designs, drawings and schedules;
including cutting, bending, hooking the bar, binding with wires or tack
welding and supporting as required, etc. complete(including cost of
binding wire).
6 B.B. Masonry 230 Th.
Providing second class Burnt Brick masonry with conventional / 29.72 Cum. 5624 Rs Five thousand six 167145.28
I.S. type bricks in cement mortar 1:6 including scaffolding, hundred twenty four only
racking out joints and watering etc. in pillar of rectangular
shapes as shown in the drawings or as directed complete.
7 B.B Masonry 150 Th.
Providing second class Burnt Brick masonry with conventional/ 57.4 Sqm 720 Rs Seven hundred twenty only 41328
I.S. type bricks in cement mortar 1:4 in half brick thick wall
including mild steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6 mm placed at
every third course, properly bent and bonded at ends
scaffolding, racking out joints and watering etc. complete.
8 External Plastering Providing sand faced plaster externally in cement mortar using 263.43 Sq.m. 338 Rs Three hundred thirty eight 89039.34
approved screened sand, in all positions including base coat of only
15 mm thick in cement mortar 1:4 using waterproofing
P a g e | 131 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
compound at 1 kg per cement bag curing the same for not less
than 2 days and keeping the surface of the base coat rough to
receive the sand faced treatment 6 to 8 mm thick in cement
mortar 1:4 finishing the surface by taking out grains and curing
for fourteen days scaffolding etc.complete.
9 Internal Plastering
Providing internal cement plaster 20mm thick in two coats in 481.31 Sq.m. 349 Rs Three hundred fourtynine 167977.19
cement mortar 1:4 with neeru finish, to concrete, brick only
surface, in all positions including scaffolding and curing
etc.complete.
10 External Painting
Providing and applying two coats of exterior acryllic emulsion paint 263.43 Sq.m. 218
confirming to corresponding I.s. of approved manufacture and of Rs Two hundred eighteen only 57427.74
approved colour to the palstered surfaces including cleaning ,preparing
the plaster surfaces ,applying primer coat,scaffolding if necessary,and
watering the surface for two days also providing one coat of seal
cement primer etc. complete
11 Internal Painting
Providing & applying washable oilbound distemper of approved 481.31 Sq.m. 37 Rs Thirty seven only 17808.47
colour and shade to old & new surfaces in two coats including
scaffolding, preparing the surfaces , with the primer coat and full putty
etc. complete.
12 Waterproofing (Roof Slab Top)
Providing and applying a base coat comprising of 1 Kg PolydeeMC 146.61 Sq.m. 360
and 1 Kg fresh cement after wetting the surface followed by Rs Three hundred sixty only 52779.6
drying the surface for 2 days, apply primer coat of TP40 and
after dying applying polydee 11 two component (mixing ratio 2A:1B)
Antibacterial food grade coating inside drinking water tank in two coat
with time interval of minimum 8 hrs. covering 7 years guarantee on
Court Fee Stamp Paper of Rs. 100/ etc.complete.
13 Electrification
Providing and fixing electrical euipments like bulb ,tubes,as per the req- 25 Nos. 1200 Rs one thousand two 30000
uirments including all wiring in casing caping,switches and boards etc. hundred only
P a g e | 132 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
including all materials and laboures etc. completed.
(as per directed by Engineer -in-Charge)
14 Door
Providing and fixing solid core flush door commercial type in single leaf 9.5 Sqm 1692 RsOne thousand six hundred 16074
32 mm thk. Without ventilator exterior grade as per detailed drawing ninety two only
with wrought from hold fast iron oxidised fixtures and fastening and
handles or both sides and finishing with oil paint in 3 coats complete.
15 Window
Providing and fixing in position. (as per I.S.1868 / 1982) 14.4 Sqm 3320 Rs Three thousand three 47808
Aluminium sliding window of two tracks with rectangular pipe hundred twenty only
having overall dimension 63.50 x 38.10 x 1.02 mm at weight
0.547 kg/Rmt. and window frame bottom track section 61.85 x
31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track
section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The
shutter should be of bearing bottom 40 x 18 x 1.25 mm at
weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm
at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures
and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm
thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box.
16 Ventilator
Providing and fixing steel ventilator fully glazed partly fixed as per 3.6 sqm 2627 Rs Two thousand two 9457.2
detailed drawing with hot dip zinc coating including hot fabricating hundred twenty seven only
glazing with plane/obscured glass pans and approved type quality and
iron oxidised fixtures and fastening with guard square bars 12mm ,10cm
c/c and oil painting 2 coats etc. completed.
P a g e | 133 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
17 Flooring
Providing and laying Vitrified MATT finish RAK/ Kajaria /Nitco / 151.29 sqm 1444 Rs One thousand four 218462.76
Aisan / Coral Or equivalent make having decorative type of size hundred fortyfour only
600 millimeter x 600 millimeter of 8 to 10 millimeter thickness
(on a existing flooring) with bonding chemical and confirming
to IS 156222006
(Group Bla) of approved make shade and
pattern for flooring in required position laid on a bed of
bonding chemical filling joints curing and cleaning etc.
complete.
18 Window Box
Providing and fixing green marble of 18 to 20 mm thick for 3.12 sqm 1569 Rs One thousand five 4895.28
door frame/ dado/ window boxing etc. On C.M. 1:6 including hundredsixty nine only
filling joints with polymer base filler nosing the sharp edges
wherever necessary, curing, etc. complete.
19 Item No.-19 Skirting
Providing and laying vitrified mirror / glossy finish tiles of RAK/ 12.33 Sqm 1030 Rs One thousand thirty only 12699.9
Kajaria/ Nitco/ Asian or equivalent make having size 590 mm to
605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and
confirming to IS. 156222006
( group Bla) of approved make,
shade and pattern for flooring in required position laid on a bed
of 1:4 cement mortar including neat cement float, filling joints,
curing and clearing etc. complete.b) Skirting
Total Amount Rs 1654220.67
Say Rs 1654220/- Rs Sixteen lakh fiftyfour thousand two hundred twenty only
P a g e | 134 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Tender Inviting Authority: ICHALKARANJI POWERLOOM MEGA CLUSTER LTD. Name of work:- Providing and Constructing Pump house building attached to 4000 M^3 water storage tank
Storage Tank At Laxmi Industrial Estate Hatkanangle. pump house
DESCRIPTION OF WORK QTY. UNIT RATE/UNIT RATE IN WORDS AMOUNT Item no
1 EXCAVATION
Excavation for foundation in earth, soil of all types, sand, gravel 136.98 Cum. 185 Rs. One hundred eighty five only 25341.3 and soft murum, including removing the excavated material up
to a distance of 50 m. beyond the building area & stacking and
spreading as directed, dewatering, preparing the bed for the
foundation and necessary back filling, ramming, watering
including shoring and strutting etc. complete. (Lift upto 1.5
m.) By Manual Means
For all lifts
2 P.C.C.(M:150)
Providing and casting in situ cement concrete in M15 of trap/ 3.96 Cum. 4995 Rs.Four thousand nine hundred 19780.2 granite/quartzite/gneiss metal for bed blocks, foundation blocks ninetyfive only.
and such other items including bailing out water, plywood/steel
formwork, compacting, roughening them if special finish is to
be provided, finishing uneven and honeycombed surface and
curing etc. complete. The Cement Mortar 1:3 plaster is
considered for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering will not be allowed.),
with fully automatic micro processor based PLC with SCADA
enabled reversible Drum Type mixer . . With crushed sand.
For all lifts
3 R.C.C.(M:300)
COLUMN FOOTING 8 Cum. 5831 Rs.Five thousand eight hundred 46648 Providing and casting in situ cement concrete M30 of trap/ thirty one only
granite /quartzite/ gneiss metal for R.C.C. work in foundations
like raft, strip foundations, grillage and footings of R.C.C.
columns and steel stanchions etc. columns as per detailed
designs and drawing or as directed including centering,
formwork, cover blocks compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etc. complete,
(Excluding reinforcement and structural steel).with fully
automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
P a g e | 135 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
4 COLUMN (M:300)
Providing and casting in situ cement concrete M30 of trap/ 3.71 Cum. 11000 Rs.Elevan thousand only. 40810 granite /quartzite/ gneiss metal for R.C.C. columns as per
detailed designs and drawing or as directed including centering,
formwork, cover blocks compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etc. complete,
(Excluding reinforcementand structural steel).with fully
automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
5 BEAMS:-(M:300)
Providing & casting in situ cement concrete M30 of trap/ 6.49 Cum. 9816 Rs.Nine thousand eight hundred 63705.84 granite /quartzite/ gneiss metal for R.C.C. beams and lintels as sixteen only.
per detailed designs & drawings or as directed including
centering, formwork, cover blocks compaction & roughening
the surface if special finish is to be provided & curing etc.
complete. (Excluding reinforcement and structural steel).with
fully automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
6 SLAB/VERTICAL WALL/(M:300)
providing and casting in situ.c.c. of trap/granite/quartzite/gneiss metal 45.09 Cum. 11017 Rs.Elevan thousand sevanteen only 496756.53 of trap approved quality for RCC works as per detailed drawing and
designs or as directed by engineer in charge including normal
dewatering ,centering,form work,compaction,finishing the formed
surfaces with C.M. 1:3 of sufficient minimum thk. To give a smooth and
even surface whenever necessary or roughninig if special finish is to be
provided and curing etc.complete.(by weigh batching and mix design
for M-250 and M-300 only. Use of L & T ,A.C.C. , Ambuja,BIRLA GOLD,
Manikgad ,Rajashree ,etc.cement is permitted.)(excluding M.S. or Tor
reinforcement.)
For all lifts
7 STEEL Providing and fixing in position tor steel bar reinforcement of various 4.6 MT. 65194 Rs.Sixty five thousand one hundred 299892.4 diameters for RCC piles, caps,footings,foundations,slabs,beams, ninety four only
columns,canopies,staircases,newels,chajjas,lintels,pardies,copings,
fins,arches,etc.as per detailed designs,drawings,and schedules,
including cutting bending hooking the bar,binding with wires or tack
welding,and supportingas required,etc complete.(including cost of
binding wire)
For all lifts
P a g e | 136 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
8 EXT. PLASTERING Providing sand faced plaster externally in cement mortar using 84.14 sq.m. 338 RsThree hundred thirty eight only. 28439.32 approved screened sand, in all positions including base coat of
15 mm thick in cement mortar 1:4 using waterproofing
compound at 1 kg per cement bag curing the same for not less
than 2 days and keeping the surface of the base coat rough to
receive the sand faced treatment 6 to 8 mm thick in cement
mortar 1:4 finishing the surface by taking out grains and curing
for fourteen days scaffolding etc.complete.
For all lifts
9 INTERNAL PLASTERING
Providing internal cement plaster 20mm thick in two coats in 174.4 sq.m. 349 Rs.Three hundred fourtynine only. 60865.6 cement mortar 1:4 with neeru finish, to concrete, brick
surface, in all positions including scaffolding and curing
etc.complete.
For all lifts
10 EXTERNAL PAINTING
Providing and applying two coats of exterior acryllic emulsion paint 104.83 sq.m. 218 Rs. Two hundred eighteen only. 22852.94 confirming to corresponding I.s. of approved manufacture and of
approved colour to the palstered surfaces including cleaning ,preparing
the plaster surfaces ,applying primer coat,scaffolding if necessary,and
watering the surface for two days also providing one coat of seal
cement primer etc. complete
For all lifts
11 INTERNAL PAINTING
Providing & applying washable oilbound distemper of approved 174.36 sq.m. 37 Rs. Thirtyseven only. 6451.32 colour and shade to old & new surfaces in two coats including
scaffolding, preparing the surfaces , with the primer coat and full putty
etc. complete.
For all lifts
12 FLOORING
Providing and laying cement concrete flooring 40 mm thick 68.95 sq.m. 412 RsFour hundred twelve only. 28407.4 with M15 cement concrete laid to proper level and slope in
alternate bays including compaction, filling joints, marking lines
to give the appearance of tiles of 30 cm x 30 cm or other size
laid diagonally /square etc finishing smooth (with extra cement)
in any colour as directed and curing etc. complete. With Natural
Sand AND water proofing compound
For all lifts
P a g e | 137 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
13 ROOF SLAB TOP
Providing and applying a base coat comprising of 1 Kg PolydeeMC 78.06 sq.m. 360 Rs.Three hundred sixty only. 28101.6 and 1 Kg fresh cement after wetting the surface followed by
drying the surface for 2 days, apply primer coat of TP40 and
after dying applying polydee 11 two component (mixing ratio 2A:1B)
Antibacterial food grade coating inside drinking water tank in two coat
with time interval of minimum 8 hrs. covering 7 years guarantee on
Court Fee Stamp Paper of Rs. 100/ etc.complete.
For all lifts
14 B.B.Masonary:-
Providing second class Burnt Brick masonry with conventional / 26.01 Cum. 5624 Rs.Five thousand six hundred twenty 146280.24 I.S. type bricks in cement mortar 1:4 including scaffolding,
racking out joints and watering etc. in pillar of rectangular
shapes as shown in the drawings or as directed complete.
For all lifts
15 ELECTRIFICATION
Providing and fixing electrical euipments like bulb ,tubes,as per the req- 20 No. 1200 Rs. One thousand two hundred only 24000 uirments including all wiring in casing caping,switches and boards etc.
including all materials and laboures etc. completed.
(as per directed by Engineer -in-Charge)
For all lifts
16 M.S. PIPE SPECIAL:-
Providing and supplying ISI standards MS SPECIALS of required thick- 3642.84 kg 80 Rs.Eighty only. 291427.2 ness with 3 coats of approved make epoxy paint (Shalimar,ciba or
Mahindra &Mahindra make) from inside and outside excluding GST
Levied by GOI & GOM in all respect including inspection charges ,trans-
portation to stores and stacking ,etc,complete
For all lifts
17 ROLLING SHUTTER:-
Providing and fixing rolling shutter fabricated from steel laths of min.
thick. 0.9mm with lock plate of 3.15 mm thk. Reinforced with 35x35x5
mm angle of not less than 0.9mm thickness and of any size at top min.
32mm dia.,hood cover of M.S.sheets section fitted with sliding bolts
and handles for both sides ,deep M.S. channel section of depth and
P a g e | 138 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
thickness not less than 65 mm and 3.15mm respectively with hold fast
arrangements,M.S. bracket plate 300x300x3.15 mm minimum size and
shape with square bar suspention shaft and saftey devices including
mechanical gear operation arrangements consisting of worm gear
wheels and worms of high grade cast iron or mild steel and one coat of
redlead primer etc.complete.
without mechanical gear arrangement 6.25 sqm 2998 Rs. Two thousand nine hundred 18737.5 For all lifts ninety eight only.
18 DOOR:-
Providing and fixing solid core flush door commercial type in single leaf 5.25 sqm 1692 Rs. One thousand six hundred ninety 8883
32 mm thk. Without ventilator exterior grade as per detailed drawing two only.
with wrought from hold fast iron oxidised fixtures and fastening and
handles or both sides and finishing with oil paint in 3 coats complete.
For all lifts
19 WINDOW:-
Providing and fixing steel windows CRC sheet As per IS:-1513,1986
frame of 24 guage with vertical grooves of 15 mm wide and 15 mm deep
at distance of 45mm .The first and last Rib should be 60mm away from
vertical edge of shutter. The shutter shall be welded with angle to from
the periphery of the shutter. At the centre of the frame ,there shall be
angle welded to bifurcate the frame into segments with two leaf
shutter square 12 mm square guard bars at 120 mm centre with all
accessories. 7.2 sqm 3320 Rs. Three thousand three hundred 23904
steel window with CRC sheet. twenty only.
For all lifts
20 VENTILATORS (4 NO.)
Providing and fixing steel ventilator fully glazed partly fixed as per 5.76 sqm 2627 Rs.Two thousand six hundred 15131.52 detailed drawing with hot dip zinc coating including hot fabricating twenty seven only
glazing with plane/obscured glass pans and approved type quality and
iron oxidised fixtures and fastening with guard square bars 12mm ,10cm
c/c and oil painting 2 coats etc. completed.
For all lifts
21 DISPOSING OF SURPLUS STUFF
Disposing off surplus excavated stuff within 5km lead including loading 124.11 M3 66 Rs.Sixtysix only. 8191.26 unloading,transportation etc.complete as directed by Engineer In
Charge. For all lifts
22 REFILLING
Refilling the trenches with available excavated stuff with soft material 68.028 M3 66 Rs.Sixty six only. 4489.848 first over pipeline and then hard material in 15 cm layers with all leads
and lifts including consolidation,surcharging,etc.complete.
For all lifts
P a g e | 139 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Total cost:-Rs 1709097.018 SAY Rs 1709100/- Rs Seventeen lakh nine thousand one hundred only.
ICHALKARANJI POWERLOOM MEGACLUSTER, LTD. Name of work :- Designing providing & constructing 4000 M3 capacity
water storage tanks at Lakshmi Industrial Estate . Tal:- Hatkanangle Dist:- kolhapur
RECAPITULATION SHEET
Sub work N Name of sub work Amount in Rs. Construction of :-
1 4000 M3 capacity RCC Sump 15424000
2 Constructiuon of 250M3 capacity Hot water st 1782367
3 Constructiuon of Office building 1654220
4 Construction of Pump House 1709100
Total cost Rs. 20569700
Rs Two crore five lakh sixtynine thousand seven hundred only
P a g e | 140 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
Tender Inviting Authority: ICHALKARANJI POWERLOOM MEGA CLUSTER LTD. Name of work:- Providing and Constructing 4000M3 Cap. Water
Storage Tank At Laxmi Industrial Estate Hatkanangle.
Sub Work No.1 :- Construction Of 4000 M3 Cap. RCC WATER STORAGE Sump in three comparments .
Item NO. DESCRIPTION OF WORK QTY. UNIT RATE/UNIT RATE IN WORDS AMOUNT MEMORANDUM SHOWING THE APPROXIMATE QUANTITY OF WORK TO BE EXECUTED & COST THERE OF
1 EXCAVATION
Excavation for foundation in earth, soil of all types, sand, gravel 806.76 Cum. 185 Rs.One hundred eightyfive only 149250.6 and soft murum, including removing the excavated material up
to a distance of 50 m. beyond the building area & stacking and
spreading as directed, dewatering, preparing the bed for the
foundation and necessary back filling, ramming, watering
including shoring and strutting etc. complete. (Lift upto 1.5
m.) By Manual Means
For all lifts
2 P.C.C.(M:150)
Providing and casting in situ cement concrete in M15 of trap/ 130.34 Cum. 4995 Rs.Four thousand nine hundred 651048.3 granite/quartzite/gneiss metal for bed blocks, foundation blocks ninetyfive only
and such other items including bailing out water, plywood/steel
formwork, compacting, roughening them if special finish is to
be provided, finishing uneven and honeycombed surface and
curing etc. complete. The Cement Mortar 1:3 plaster is
considered for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering will not be allowed.),
with fully automatic micro processor based PLC with SCADA
enabled reversible Drum Type mixer . . With crushed sand.
For all lifts
3 R.C.C.(M:300)
COLUMN FOOTING
Providing and casting in situ cement concrete M30 of trap/ 18.8 Cum. 5831 Rs.Five thousand eight hundred 109622.8 granite /quartzite/ gneiss metal for R.C.C. work in foundations thirty one only
like raft, strip foundations, grillage and footings of R.C.C.
columns and steel stanchions etc. columns as per detailed
designs and drawing or as directed including centering,
formwork, cover blocks compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etc. complete,
(Excluding reinforcement and structural steel).with fully
automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
P a g e | 141 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
4 COLUMN (M:300)
Providing and casting in situ cement concrete M30 13.44 Cum. 11000 Rs. Eleven thousand only. 147840
of trap /
granite /quartzite/ gneiss metal for R.C.C. columns as per
detailed designs and drawing or as directed including centering,
formwork, cover blocks compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etc. complete,
(Excluding reinforcementand structural steel).with fully
automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
5 BEAMS:-(M:300)
Providing & casting in situ cement concrete M30 of trap / 61.62 Cum. 9816 Rs.Nine thousand eight hundred 604861.92
granite /quartzite/ gneiss metal for R.C.C. beams and lintels as sixteen only
per detailed designs & drawings or as directed including
centering, formwork, cover blocks compaction & roughening
the surface if special finish is to be provided & curing etc.
complete. (Excluding reinforcement and structural steel).with
fully automatic micro processor based PLC with SCADA enabled
concrete batch mix plant (pan mixer).... With Crushed sand.
For all lifts
6 SLAB/LANDINGS/VERTICAL WALL/WAIST SLAB/
STEPS FOR STAIRCASE(M:300)
providing and casting in situ.c.c. of trap/granite/quartzite/gneiss metal 607 Cum. 11017 Rs.Eleven thousand seventeen only 6687319
of trap approved quality for RCC works as per detailed drawing and
designs or as directed by engineer in charge including normal
dewatering ,centering,form work,compaction,finishing the formed
surfaces with C.M. 1:3 of sufficient minimum thk. To give a smooth and
even surface whenever necessary or roughninig if special finish is to be
provided and curing etc.complete.(by weigh batching and mix design
for M-250 and M-300 only. Use of L & T ,A.C.C. , Ambuja,BIRLA GOLD,
Manikgad ,Rajashree ,etc.cement is permitted.)(excluding M.S. or Tor
reinforcement.)
For all lifts
7 STEEL 61.38 MT. 65194
4001607.72
Providing and fixing in position tor steel bar reinforcement of various Rs.Sixty five thousand one hundred
diameters for RCC piles, caps,footings,foundations,slabs,beams, ninety four only
columns,canopies,staircases,newels,chajjas,lintels,pardies,copings,
fins,arches,etc.as per detailed designs,drawings,and schedules,
including cutting bending hooking the bar,binding with wires or tack
welding,and supportingas required,etc complete.(including cost of
binding wire)
For all lifts
P a g e | 142 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
9 EXT. PLASTERING Providing sand faced plaster externally in cement mortar using 563 Sq.m. 338 Rs.Three hundred thirtyeight only 190294 approved screened sand, in all positions including base coat of
15 mm thick in cement mortar 1:4 using waterproofing
compound at 1 kg per cement bag curing the same for not less
than 2 days and keeping the surface of the base coat rough to
receive the sand faced treatment 6 to 8 mm thick in cement
mortar 1:4 finishing the surface by taking out grains and curing
for fourteen days scaffolding etc.complete.
For all lifts
9 INTERNAL PLASTERING
Providing internal cement plaster 20mm thick in two coats in 2336 Sq.m. 349 Rs.Three hundred fourtynine only 815264 cement mortar 1:4 with neeru finish, to concrete, brick
surface, in all positions including scaffolding and curing
etc.complete.
For all lifts
10 FLOORING
Providing and laying cement concrete flooring 40 mm thick 728 Sq.m. 362 Rs. Three hundred sixtytwo only 263536 with M15 cement concrete laid to proper level and slope in
alternate bays including compaction, filling joints, marking lines
to give the appearance of tiles of 30 cm x 30 cm or other size
laid diagonally /square etc finishing smooth (with extra cement)
in any colour as directed and curing etc. complete. With Natural
Sand AND water proofing compound
For all lifts
11 EPOXY COATING WATER PROOFING COMPOUND(FOR 1 M FROM TOP)
Providing and applying epoxy paint of approved make (shalimar ,ciba or 1284.28 Sq.m. 350 Rs.Three hundred fifty only. 449498 mahindra and mahindra) to concrete surface for RCC ESR or GSR or
any other structure including cleaning the surface by scrapping and air
blowers to the satisfaction of engineer in charge ,necessary scaffolding
etc. complete with all leads and lifts and giving satisfactory hydruallic
test for water tightness as per i.s. codes.
Epoxy shall be suitable for potable water.(for all lifts)
12 WATER PROOFING TREATMENT
Providing and applying required coats of a water based 2350.25 Sq.m 360 Rs.Three hundred sixty only 846090 Evercrete Deep Penetrating Sealer (DPS) on cement concrete
surface like roads, beams, and columns, plastered walls,
basements, roofs, potable water tanks etc to react with cement
and to penetrate concrete structure thereby making it resistant
to chemicals / chlorides water to make it dust proof and to act
as a water resistant at the same time which Strengthens the
treated surface and reduce the curing period etc complete.
For all lifts m LIGHTENING CONDUCTOR
Providing and fixing in position copper lightening conductor including 1 No. 13270 Rs.Thirteen thousand two 13270 copper rod of 20mm dia. As per upper terminal 1.5M long with conical hundred seventy only.
P a g e | 143 TENDER OF 4000M
3 CAP. STORAGE TANK FOR ICHALKARANJI
POWERLOOM MEGA CLUSTER
Contractor
(Sign with Seal) Executive Director
spike at top ,copper earth plate of 3 mm thick and 0.81 sq.m. in area , clamps at 1M centre to centre including ,necessary excavation ,laying
and fixing the conductor ,providing and fixing the conductor, providing
and fixing 40 mm G.I. pipe upto 3 M ht. from ground and 0.5 M below
ground including and making all connections ,filling earthing pit with
charcoal salt,etc. & refilling & watering etc. complete as per specificat-
ions laid down in relevant I.S. codes.
For all lifts
14 MANHOLE
Providing ,hoisting and fixing in position c.i. manhole ,frame,and cover 6 No. 2669 Rs.two thousand six hundred 16014 of best quality and of required size and shape with locking arrangement sixty nine only.
including apply 2 coats of anti -corrosive paint,etc. complete.
For all lifts
15 VENTILATORS
Providing and constructing R.C.C. ventilating shaft of diameters and
height mentioned below with require number of RCC 15x15cm size
columns and RCC circular slab or dome over the pillers in M-150
including cost of all materials and labours ,providing and fixing steel
wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge
and providing and applying 3 coats of oil paint to wooden or steel frame
and cement paint to concrete structure ,etc.complete as directed by
Engineer- in -charge.
1)3Mx1M(3 sq.m.) 4 No. 37411 Rs. Thirty seven thousand four 149,644 For all lifts hundred eleven only.
2)2.784 sq.m 4 No. 9,868.00 Rs.Nine thousand eight 39472 For all lifts hundred sixty eight only
3)Angle frame with s.s. jali(25x25x4 mm) 221.6 kg 66 Rs.Sixty six only. 14625.6 For all lifts
16 B.B.Masonary:-
Providing second class Burnt Brick masonry with conventional / 4.13 Cum. 5624 Rs.five thousand six hundred 23227.12 I.S. type bricks in cement mortar 1:4 including scaffolding, twentyfour only
racking out joints and watering etc. in pillar of rectangular
shapes as shown in the drawings or as directed complete.
For all lifts
17 EXTERNAL PAINTING
Providing and applying two coats of exterior acryllic emulsion paint 482.85 Sq.m. 218 Rs. Two hundred eighteen 105261.3 confirming to corresponding I.s. of approved manufacture and of only.
approved colour to the palstered surfaces including cleaning ,preparing
the plaster surfaces ,applying primer coat,scaffolding if necessary,and
watering the surface for two days also providing and applying one coat
of seal cement primer.
For all lifts
P a g e | 140
Contractor
(Sign with Seal) Executive Director
18 RAILING:-
Providing and fixing SS 304 pipe railing having 1.0M height consisting 98.33 RM 848 Rs. eight hundred fourtyeight only. 83383.84 50x50x6mm thick M.s. angle as verticals at 1.5M c/c and additional post
at every corner with 2 rows of 25mm dia. G.I. pipes of medium class
variety as horizontal and painting 3 coats of oil paint over 1 coats of
anticorrosive paint of approved colour and shade including cost of all
laboures ,transporting bend to curved shape,etc.complete.
as directed by engineer in charge as above but with only 2 rows
For all lifts
19 LADDER
Providing and fixing in position M.S. ladder 0.50M wide consisting 7.5 RMT 1283 Rs.one thousand two hundred 9622.5 75x10 mm M.S. flats as stringers and 16 Mmm dia. M.S. bars in double eighty three only.
rows as steps as steps placed at 25 mm c/c including cost of material
and labour involved ,welding ,anchoring and applying 3 coats of anti -
corrosive paint ,etc.complete as directed by Engineer -in -charge.
For all lifts
20 DISPOSING OFF SURPLUS STUFF
Disposing off surplus excavated stuff within 5km lead including loading 754.73 M3 66 Rs.sixty six only. 49812.18 unloading,transportation etc.complete as directed by Engineer In
Charge.
For all lifts
21 REFILLING
Refilling the trenches with available excavated stuff with soft material 52.03 M3 66 Rs.sixty six only. 3433.98 first over pipeline and then hard material in 15 cm layers with all leads
and lifts including consolidation,surcharging,etc.complete.
For all lifts
Total of cost:- Rs 15423998.86 SAY Rs 15424000 Rs ONE CRORE FIFTY FOUR LAKH TWENTY FOUR THOUSAND ONLY.