b-1 tender form - Maharashtra Industrial Development Corporation

1 

MAHARASHTRA 

INDUSTRIAL DEVELOPMENT CORPORATION 

(A Government of Maharashtra Undertaking) 

MAHAD E&M DIVISION 

B-1 TENDER NO. 32 OF 2012-2013 

Technical sanction accorded by EE(E&M) Mahad vide his register item 

No. 65 th for Jan-2013 amounting to Rs. 3,02,600/- (N) 

Name of work: 

M&R to W/S/S/ to Lote Indl.Area….. 

Replacement of damaged shutters of inspection 

chambers, Providing Paving blocks to pump house, 

Providing Cain at pure water pump house at WTP 

Lote and Ram, Shed & Collapsible shutters at 

Jackwell Wallope. 

Estimated cost. Rs. 2,91,796.00 

ADP No. 

M&R works. 

Technical sanction. 

E.E.(E&M), Mahad office T.S. Register item No. 65 th 

for the month of Jan-2013 for Rs. 3,02,600/- (N) 

This dender document contains 97 pages 

Contractor. 

Executive Engineer(E&M).

2 

MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION 

( A Government of Maharashtra Undertaking ) 

Name of work : M&R to W/S/S/ to Lote Indl.Area….. 

Replacement of damaged shutters of inspection chambers, Providing 

Paving blocks to pump house, Providing Cain at pure water pump 

house at WTP Lote and Ram, Shed & Collapsible shutters at Jackwell 

Wallope.. 

I N D E X 

Sr. 

No. 

Description 

Page 

No. 

1. Short Tender Notice 3 

2 Details Tender Notice. 4 

3. Direction to tenderer filling the tender. 7 

4. B-1 Tender form. along with Schedule “A” 9 

5. Price variation clause. 47 

6. Insurance of contract works 52 

7. Ex-employee certificate 53 

8. Registration under contract Labour act-1971. 54 

9. Quality Audit Clause 55 

10. Value Added Tax Act, 2002 56 

11. Defect Liability & Maintenance Clause 57 

12 Clause for Multiple Bid 58 

13 Clause for the reimbursement of Taxes / Duties. 59 

14. Workers welfare cess 1998 60 

15 Clause for recovery of labour cess 61 

16. General Specification 62 

17. Scope of work & Brief note. 66 

18. Schedule “B”. 67 

19. Item wise Detailed Specification. 70 

Contractor. 


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महारा औदयोगक वकास महाडमंडळ 

(महारा शासनाचा अंगकृ त यवसाय) 

नवदा सुचना . ३२ सन २०१२-१३ 

कायकार अभयंता, मऔवम., वदयुत व यांञक वभाग महाड हे खालल कामा 

करता बी-१ नमु यात मोहोरबंद नवदा मागवत आहेत. 

अ. 

कामाचे नांव 

. 

०१. लोटे औदयोगक े पाणी पुरवठा देखभाल व दु ती.. लोटे 

पाणी शु दकरण क येथील पाणी नरण चबरची काचेची 

झाकणे बदलणे, शु द पाणी उदचंन गृहा समोर पे हंग लॉक 

टाकणे व अशु द पाणी उदचंन क वालोपे येथे रॅम, शेड व 

काले सीबल दरवाजे बसवणे. 

अंदािजत र कम 

.२,९१,७९६/- 

वरल नवदा महामंडळा या http://www.midcindia.org हया संके त थळावर दनांक 

१४/०२/२०१३ ते २१/०२/२०१३ या कालावधीम ये उपल ध आहेत. संबंधत इ छू क ठेके दारांना 

वनंती करणेत येते क, यांनी को-या नवदा मऔवम महामंडळा या बेबसाईटवन ा त 

करा यात, जे ठेके दार पाञ आढळुन येतील अशाच कं ञाटरां या िवकृ त नवदा उघड यात 

येतील. नवदेमधील कोणतीह बाब कं वा कोणतीह नवदा कं वा सव नवदा कोणतेह 

कारण न देता नाकार याचा अधकार सम अधकार यांनी राखून ठेवला आहे. 

--------------- नवदा येथे संपते ---------------- 

कायकार अभयंता 

मऔवम., (व/यां), मऔवम महाड. 

Contractor. 


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TENDER NOTICE NO. 32 OF 2011-2012 

1. Sealed tenders on percentage basis in B-1 Form are invited by the under-signed 

for the work mentioned below from eligible contractors & will be received in 

sealed covers addressed to 'The Executive Engineer (E&M), MIDC, Mahad 

Division, Mahad' duly superscribed with the name of work. 

2. The DD for EMD & separate DD for the cost of blank tender shall be drawn in 

favour of the Executive Engineer (E&M), MIDC, Mahad Division, Mahad & 

enclosed in Envelope No.1 without which no tender will be opened. 

3. An undertaking in the Declaration Form provided in the tender, must be signed 

by the contractor (to declare that no MIDC staff is enrolled as employee in the 

company). Otherwise tender will be summarily rejected. 

4. The tenders shall be received in two envelopes. 

1st Envelope shall contain DD for EMD/EMD exemption certificate, DD for cost 

of blank tender form with supporting documents as specified in the Direction to 

the tenderer for filling the tender and 2nd Envelope containing price bid in B-1 

form & "reply to queries of contractor" downloaded from MIDC website duly 

completed as specified in the tender. 

5. The tender should be submitted through registered post A.D. or through 

reputed courier service or hand delivery. So as to reach the following 

offices - 

1) Executive Engineer (E&M) MIDC, E&M Division, Mahad OR 

2) The Superintending Engineer(E&M) (C) MIDC, Udoyg Sarathi, Andheri (E) 

Mumbai-93. on due date and time OR 

3) The Chief Engineer, MIDC, Udoyg Sarathi, Andheri (E) Mumbai-93. on due 

date and time. 

Any delay for submission of tender will be on the contractor’s account 

and MIDC will not be responsible for the same. 

Contractor. 


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01 Name of work. M&R to W/S/S/ to Lote 

Indl.Area….. 

Replacement of damaged shutters 

of inspection chambers, Providing 

Paving blocks to pump house, 

Providing Cain at pure water 

pump house at WTP Lote and 

Ram, Shed & Collapsible shutters 

at Jackwell Wallope.. 

02 Estimated cost. Rs. 2,91,796/- 

03 Type of Contract. B-1 

04 Earnest money deposit in form of 

demand draft in favor of Executive 

Engineer (E&M), MIDC, Mahad on any 

Rs. 2920/- 

Nationalized Bank payable at Mahad. 

05 Security Deposit through D.D. 3% of estimated cost OR tendered cost 

whichever is higher. 

Through R.A. bills. 

5% of estimated cost OR tendered cost 

whichever is higher. 

06 Class of Registration. Class IX & above civil. 

07 Time limit. 2 months. ( including monsoon ) 

08 Period for blank tender forms available Dt:- 14/02/2013 to 21/02/2013 

on Web site 

09 Cost of Blank tender form. 

(Through D.D. in 1 st envelope). Rs. 1000 ( Non Refundable ) 

10 Last date and time of receipt of tender 

by RPAD or through reputed Courier 

service or Hand Delivery 

Dt:- 26/02/2013 up to 11.00 hrs. at office 

of the E.E. (E&M), Mahad Division / 

S.E. (E&M), Mumbai / CE (HQ) office, 

Mumbai. 

11 Date of opening of Tender at Executive 

Engineer (E&M) office at Mahad. 

Dt:- 26/02/2013 at 16.30 Hrs. if 

possible. 

12 Compensation for delay in completion 

of work. 

Rs. 200=00 per day. 

13 Validity of offer. 

(From the date of opening of tender.) 

180 days. 

14 Last Date and Time of Receiving 

Queries. 

Dt:- 18/02/2013 

15 Date of Reply to Queries. Dt:- 20/02/2013 

Contractor. 


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1. Other details may be obtained from the office of the Executive Engineer (E&M), 

MIDC, Mahad Division, Mahad –. (Ph: 02145-232293) during working days. 

2. Right to reject any or all the tenders without assigning any reason thereof is 

reserved by the competent authority. 

3. No Bank Guarantee or deposit call receipt or any other form towards the 

payment of EMD will be accepted. 

Executive Engineer(E&M) 

MIDC, E&M Mahad Division. 

1. Copy submitted to the Chief Engineer (HQ), MIDC, Mumbai 93 for favour of 

information please. 

2. Copy submitted to the Chief Accounts Officer, MIDC, Mumbai-400093 for 

information please. 

3. Copy submitted to the Superintending Engineer (E&M), MIDC, Mumbai for 

favour of information please. 

4. Copy fwc's to all the Executive Engineers in MIDC for information & wide 

publicity by displaying the tender notice on their office notice board. 

5. Copy to Deputy Engineer MIDC, Sub Division Mahad (Civil) / Kudal / Chiplun 

(P) / Chiplun (U) for information and wide publicity by displaying tender notice 

on office notice board. 

6. Copy for Notice Board/HC/TC/TB. 

7. Copy to Master File of tender notice. 

Contractor. 


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Directions to the tenderer for filling the tender. 

1. The information regarding the tender form the facility to download it will be 

available on MIDC website www.midcindia.org. The downloaded and duly 

completed tender form shall be submitted without making any change in the 

script of tender document. If after submission of tender, it is noticed that the 

tender script is modified in any manner whatsoever, the tender will be 

summarily rejected. All queries regarding the tender shall be submitted below 

the tender notice of MIDC’s website www.midcindia.org. The replies to the 

queries received before the due date, will be published on the website which 

should be downloaded by the tenderer. The document of reply to the queries of 

the contractor will form part and parcel of the tender document and the 

clarifications given in the document will supercede the provision of the tender. 

This document shall be downloaded, signed on each and every page and 

submitted along with tender in Envelope No.2 by the tenderer. After the tender 

is accepted and offer letter is issued to the contractor, agreement shall be 

executed with the contractor on the tender copy/prepared/printed by MIDC. 

2. The tenderer shall enclosed with the tender, the following documents.:- 

Envelope No.1 shall contain. 

1. D.D. for EMD (Rs. 2920/-)/ EMD exemption certificate issued by MIDC and 

DD for cost of the tender form. (Rs. 1,000/-) on Natinalised Bank in favour of 

the Executive Engineer (E&M), MIDC, MAHAD Division, MAHAD. 

2. Attested copy of current certificate of Registration as approved contractor of 

class IX & above Civil. 

3. Attested copy of Registration Certificate as a Register Dealer under 

Maharashtra VAT Act, 2002/ TIN No. 

4. Certificate copy of I.T. clearance certificate / I.T. challan filed with I.T. dept/ 

PAN No. 

Envelope No. 2:- shall contain. 

Contractor. 


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1. Main tender form and reply to queries of the contractors duly downloaded, 

signed and sealed. 

2. The size of this envelope should be sufficient to accommodate the tender 

papers without folding / twisting them. 

3. The submission of tender shall be done in the manner prescribed by MIDC 

only. 

4. If the contents of Envelope No.1 are not found as per the requirements of 

MIDC, the Envelope No.2 will not be opened at all and the tender shall be 

summarily rejected. 

5. Tenderer should signed each and every page of the tender documents. 

6. Tenderer should signed each and every corrections / deletion / addition / 

pasted slip. 

7. The tenderer shall be bound to keep open the offer upto 180 days from the 

date of opening tender. 

8. The acceptance of the tender rates with competent authority which does not 

bind itself to accept the lowest tender and reserves the right to reject any or all 

tenders without assigning any reason therefore. 

9. The notes conditions stipulated in this notice & elsewhere in the tender shall 

form the part of the agreement. 

STAMP DUTY: - 

Works contract that is to say a contact for 

works and labour or services involving 

transfer or property in goods (whether as 

goods or in some other form) in its 

execution and includes a sub-contract. 

a) Where the amount or value set forth in One hundred. 

such contract does not exceed rupees ten 

lakh 

b) Where it exceeds rupees ten lakh One hundred rupees plus one hundred 

rupees for every Rs. 1,00,000/- or 

part thereof, above rupees ten lakh, 

subject to the maximum of Rs. 5,00,000/- 

Contractor. 


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B-1 TENDER FORM 

Issued to Shri/Messrs _______________________________________to be received on 

______________ at ________P.M. 

Executive Engineer (E&M), 

MIDC, Mahad Division, 

Mahad. 

Details of Work 

Name of work M&R to W/S/S/ to Lote Indl.Area….. 

Replacement of damaged shutters of 

inspection chambers, Providing Paving 

blocks to pump house, Providing Cain at 

pure water pump house at WTP Lote and 

Ram, Shed & Collapsible shutters at 


Estimated Cost Rs. 2,91,976/- 

Earnest Money Rs. 2,920/- 

Security Deposit in DD 8% 

Initial S.D. of 3% of Estimated cost or tendered cost 

whichever is higher by D.D of Nationalised bank. 

Balance 5% of S.D. of Estimated cost or tendered 

cost whichever is higher will be recovered through 

R.A. Bills 

1. Two separate Demand drafts One for Tender cost & second for E.M.D. in favour 

of Executive Engineer (E&M), MIDC, Mahad division, Mahad on any 

Nationalized bank payable at Mahad towards payment for Earnest Money and 

Tender cost (In Two separate Demand Drafts) should be attached in Envelop No. 

1 along with attested copies of required certificates in the tender at the time 

submission. No other mode of payment except by Demand Draft towards Earnest 

Money and Tender cost shall be accepted. 

Contractor. 


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2. Period 02 months (including monsoon) from the date of written order to 

commence the work. 

3. Compensation for Non completion of work in time or slow progress on work 

Rs. 200/- per day or more up to 1% of the value of the work at estimated rates per 

day. 

Special General Specification & Additional Contract Conditions. 

1. COMMON CONDITIONS : Extra charges for any item of work shall not be 

allowed unless the work to which it is related is clearly within the spirit & 

meaning of the specification or unless such works are ordered in writing by 

the Engineer-in-charge & are claimed for in the specific manner before the 

work is taken up in hand. The contractor shall at his own expense make all 

necessary provisions for housing, Water supply & sanitary arrangements for 

his employees & shall pay directly to the authorities concerned all rates, taxes, 

royalties & other charges. The contractor shall also comply with all the 

requirements of the health department of the concerned Municipality. 

2. MATERIALS : Unless otherwise specifically provided for either in the item 

or in the specification or in the Schedule 'A’ for supply of materials by the 

Department, all items in the tender are inclusive of the cost of material & 

labour required for the execution of the item All the materials used in the 

work shall be of the quality as per samples got previously approved from 

competent authority and any material rejected shall be removed by the 

contractor from site of work within 24 hrs. failing which the same will be 

got removed by MIDC at his cost. 

3. WORKS:- Any item not covered in the Schedule ‘B’ of this tender but required 

to be executed shall be carried out by the contractor at the Schedule of rates or 

the rates approved by the competent authority if the item are not included in 

the Schedule of rates. 

The line out of all works be marked by the contractor on site with 

permanent pillars as directed. The necessary levels will be given by MIDC. 

The contractor must however, provide the necessary labour and material for 

Contractor. 


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making out the ground and keeping all the references, levels and lining pegs 

sealed in cement concrete and execute the work in accordance with those 

levels for which he will be responsible throughout the whole period contract. 

The few benchmark pillars to be connected with MIDC benchmark will be 

constructed by the contractor at the site of works as directed for reference of 

various levels in connection with work. 

4. CARTING:- The contractor shall provide his own mode of conveyance for 

carrying pipes, specials and other sundry materials required for the execution 

of the work. The contractor shall provide diversion to the affected existing 

road, if required, as directed by the Engineer-in-charge at his own cost. 

5. TIME LIMIT:- The time limit for the completion of the work shall be 

( 02 ) Two months (including of monsoon) from the date mentioned in the 

work order . 

6. GENERAL:- The contractor shall be deemed to be thoroughly conversant 

with the local condition such as the availability of all construction materials, 

skilled and unskilled labour and to have based his rates accordingly for this 

work. He shall be deemed to have carefully studied all the specifications and 

drawings and followed them before the submission of his tender. 

7. In case of any discrepancy between the type of working drawings on one 

hand and the working of the corresponding item and specification thereof as 

per the contract, the later will be deciding for the purpose of actual execution 

of items. However, the Executive Engineer (E&M)’s decision should be 

obtained in the matter before hand. For a composite item any higher 

specification are to be adopted for any component as a result than specified in 

the item and specification therefore, extra rate will payable. No major 

deviation involving substantial extra outlay will be made without the prior 

approval of the Superintending Engineer. 

8. A work order book will be maintained by MIDC on site and/or in the 

Divisional Office and/or Sub-Division under it. The contractor will sign all 

instruction issued by Executive Engineer (E&M) or his representative/his 

superior Officers and comply with them. For this purpose the contractor or 

Contractor. 


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his Authorised representative shall attend the site/or said office daily for 

receiving instruction. 

9. The contractor shall provide free of charge all labours and materials required 

for the works included in this tender. He will have to provide such site as 

decided by the Executive Engineer (E&M) as are considered necessary for the 

purpose and systematic execution of the work. 

10. Order issued by Deptt. from time to time regarding conduct of the work 

shall be binding on the contractor. 

11. If possible, metered water supply will be made available to the contractor 

from MIDC pipeline and water consumption will be charged at the prevailing 

industrial rate in that area subject to change as decided by MIDC from time to 

time. The connection, metering etc, will be at contractors cost. 

12. It will be the contractor's responsibility to inspect and investigate the work 

site thoroughly so as to arrive at the rates quoted in the tender. In this regard 

necessary information available with department will be given to him without 

any guarantee about it's full proof ness. 

13. Contractor has to clear road land width/plot which includes cutting trees 

cleaning brush wood, loose stones, vegetation, bushes, stumps and mole hills 

without any extra cost. 

14. The contractor shall engage an Authorised all time agent on this work capable 

of engaging and guiding the work and understanding all specifications. He 

will take orders as will be issued by the Executive Engineer (E&M), or his 

authorised representative and shall be responsible for carrying them out. 

The agent shall not be changed without prior intimation to the Executive 

Engineer (E&M) and his representative on the work site. 

15. The contractor will take all precautions during the execution of work so as not 

to cause any damage to any property and shall be responsible to make good 

any damaged property as directed by the Executive Engineer (E&M). 

16. Contractor should specially indicate the metal and murum quarries from 

which he proposes to bring the material for completing the work. 

Contractor. 


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NOTICE TO CONTRACTORS 

Sealed percentage tenders are invited in B-1 tender form from 

Registered contractors, for the work as noted below and will be received in sealed 

covers addressed to "The Executive Engineer (E&M), MIDC, Mahad Division, 

Mahad” duly super scribed with the name of work by the undersigned, in his office 

on the date and time as noted below and will be opened on the same day, if possible. 

A certified true copy of the required documents stated in direction to the 

tenderere will have to be submitted with the tender documents. An amount as 

noted below on account of Earnest money should be paid in any Nationalized Bank 

by a Demand Draft in favour of the Executive Engineer (E&M), Maharashtra 

Industrial Development Corporation Mahad division Mahad and the Demand 

Draft should accompany the tender, without which, no tender shall be considered. 

The amount of earnest money will be forfeited in case, after the acceptance of the 

tender, the contractor refuses to pay the Security Deposit as noted below, within the 

specified time limit. Otherwise it will be refunded. The work is to be completed 

within the stipulated time as mentioned below. 

Name of Work M&R to W/S/S/ to Lote Indl.Area….. 


inspection chambers, Providing Paving 

blocks to pump house, Providing Cain at 

pure water pump house at WTP Lote and 

Ram, Shed & Collapsible shutters at 


Estimated cost: Rs. 2,91,796/- 

Earnest Money Rs. 2,920/- 

Security Deposit 

Time Limit 

Cost of Blank Tender Form. 

Blank Tender Forms available on 

Web site www.midcindia.org 

Last date of receiving tender. 

Contractor. 

3% of Estimated cost or tendered cost whichever is 

more By Demand Draft only. 

5% of Estimated cost OR tendered cost whichever is 

more through R.A. bills. 

02 months (including monsoon.) 

Rs. 1000 ( Non refundable) 

Dt:- 14/02/2013 to 21/02/2012 

Dt:- 26/02/2013 upto 11.00 hrs. at Office of the 

Executive Engineer (E&M), MIDC, Mahad Division 

/ S.E. (E&M) office, Mumbai / C.E. (HQ) office at 

Mumbai. 


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Date of opening the tender 

MIDC, 

Class of Registration of the 

contractors . 

Dt:- 26/02/2013 at 16.30 hrs. if possible. 

Class IX & above ( Civil contractor) 

2. The information regarding contract can be obtained from the office of the 

undersigned. The agency should download the blank tender forms from the 

web site of MIDC (www.midcindia.org ) 

The Contractor shall enclose the following documents: 

1) FIRST ENVELOPE: 

a. Two Demand Drafts One for Tender cost (Non- Refundable) in favour of 

The Executive Engineer (E&M) MIDC, Mahad Division on any 

Nationalised Bank payable at MAHAD. 

b. Earnest Money Deposit in the form of Demand Draft in favour of the 

Executive Engineer (E&M) MIDC Mahad Dn. MAHAD on any 

Nationalized Bank payable at MAHAD only or Exemption Certificate. If 

the contractor is Educated Unemployed Engineer he should submit the 

proof of EMD Exemption. 

c. The Agency should submit the attested copies of valid Registration, VAT 

Registration certificate, PAN CARD Zerox copy. 

1) Every page of the tender documents including specification etc. shall be 

signed by the tenderer. 

2) Every correction, deletion or additions and every slip pasted shall be signed 

by the tenderer. 

3) The tenderer shall be bound to keep open their offers up to 180 days from the 

date of opening of the tenders. 

4) The acceptance of the tender rates with the competent authority which does 

not bind itself so accept the lowest tender and reserves the right to reject any 

or all tenders without assigning any reasons there of. 

5) The notes and conditions stipulated in this notice and elsewhere in the tender 

shall form the part of the agreement. 

Contractor. 


15 

B-1 Form 

Percentage rate tenders and Contract for works 

General Rules and Directions for the Guidance of Contractors. 

1. All works proposed to be executed by contract shall be notified in a form of 

invitation to tender put up on a board hung up in the office of the Exe. Engineer 

and signed by Executive Engineer (E&M). 

This form will state the work to be carried out, the date for submitting 

and opening tenders, the time allowed for carrying out the work, the amount of 

earnest money to be deposited with tender, the amount of Security Deposit to 

be deposited by the 

successful tenderer and the percentage, if any, to be 

deducted from bills. It will also state whether a refund of quarry fees, royalties, 

octroi and ground rents will be granted. Copies of the specifications, designs, 

drawings, estimated and scheduled rates and any other documents required in 

connection with the work shall be signed by the Exe. Engineer for the purpose 

of identification and shall also be open for inspection by contractors at the office 

of Exe. Engineer during office hours. 

Where the works are proposed to be executed according to the 

specification recommended by a contractor and approved by a competent 

authority on behalf of MIDC such specifications ,designs and drawings shall 

form part of the accepted tender. 

2. In the event of the tender being submitted by a firm, it must be signed separately 

by each partner thereof, or in the event of the absence of any partner, it shall be 

signed on his behalf by a person holding a power attorney authorizing him to do 

so. 

3. Receipts for payments made on account of any work, when executed by a firm, 

shall also be signed by all the partners except where the contractors are described 

in their tender as a firm, in which case the receipt shall be signed in the name of 

the firm by one of the partners, or by some other person having authority to give 

effectual receipts for the firm. 

4. Any person who submits a 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 wiling to undertake the work. 

Contractor. 


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Only one rate or such percentage on all the estimated rates/Scheduled rates shall 

be named. Tenders, which propose any alteration in the specification specified in 

the said from of invitation to tender, or in the time allowed for carrying out the 

work, or which contain any other conditions, will be liable to rejection. No 

printed form of tender shall include a tender for more than one work, but if 

contractors wish to tender for two or more work they shall submit a separate 

tender for such. Tenders shall have the name and number of the work to which 

they refer written outside the envelope. 

5. The competent authority shall open tenders in presence of contractors/ their 

representatives who have submitted tenders, who may be present at the time and 

he will enter the amounts of the several tenders in a comparative statement in a 

suitable form. In the event of a tender being accepted, the contractor shall, for the 

purpose of identification, sign copies of specifications and other documents 

mentioned in Rule 1. In the event of a tender being rejected, Divisional Officer 

shall authorise the bank concerned to refund the amount of EMD to the 

contractor making the tender, on his giving a receipt for the return of money. 

6. The Officer competent to dispose of the tenders shall have the right of rejecting 

all or any of the tenders. 

7. No receipt for any payment alleged to have been made by a contractor in regard 

to any matter relating to this tender or the contract shall be valid and binding on 

MIDC unless it is signed by the Executive Engineer (E&M). 

8. All work shall be measured net by standard and according to the rules and 

customs of the MIDC without reference to any local custom. 

9. Under no circumstances shall any contractor be entitled to claim enhanced rates 

for any items in this contract. 

10. All corrections, additions and pasted slips should be initiated. 

11. The measurements of work will be taken according to the usual method in use in 

MIDC and no proposals to adopt alternative method will be accepted and 

Executive Engineer (E&M)’s decision as to what is “usual method” in use in 

MIDC will be final. 

Contractor. 


17 

TENDER FOR WORKS 

MEMORANDUM 

a) General Description. : M&R to W/S/S/ to Lote 

Indl.Area….. 


inspection chambers, Providing 

Paving blocks to pump house, 

Providing Cain at pure water pump 

house at WTP Lote and Ram, Shed & 

Collapsible shutters at Jackwell 

Wallope. 

b) Estimated cost. : Rs. 2,91,796/- 

c) Earnest money. : Rs. 2,920/- 

d) Security deposit. : 

(i) To be paid in DD : 3% of Estimated cost or tendered cost 

whichever is more. 

(ii) To be deducted from bills. : 5% of Estimated cost or tendered cost 


Total 8% of of Estimated cost or tendered cost 


e) Compensation for non-completion 

of work in time or slow progress on 

work, for every day the work 

remains incomplete, or for every 

day the work is carried out at 

disproportionately slow rate. 

f) Percentage, if any, to be deducted 

from the bills so as to make up the 

total amount required as security 

deposit. 

g) Time allowed for the work from 

the date of written order to 

commence, the work 

Rs. 200/- per day or more up to 1% of 

the estimated value of work. 

3 % + 5% = 8% 

02 months (including monsoon). 

I / we hereby tender for the execution of above stated work of Maharashtra 

Industrial Development Corporation (hereinafter referred to as MIDC) at 

(In figures _____________________________________________percent above/below 

Contractor. 


18 

(In words ______________________________________________percent above/below 

The estimate rates entered in Schedule B (memorandum showing items 

of work to be carried out) and in accordance with all specifications, designs, 

drawings, instructions and rules, terms and conditions of contract as hereinabove 

and hereinafter included in these documents and agree that when materials are 

provided by the MIDC, such material and the rates to be paid for them shall be as 

provided in Schedule A hereto. 

Should this tender be accepted, I/We hereby agree to abide by and 

fulfill all the terms and conditions of contract annexed hereto and in default thereof 

to forfeit and pay to Maharashtra Industrial Development Corporation the sums of 

money mentioned in the laid conditions. 

Contractor. 

Executive Engineer (E&M). 

Demand Draft No. ________________ dated ______________ from the Bank 

____________________________________ in respect of the sum of Rs. (in 

figures_________________ & (in words) 

___________________________________________ is herewith forwarded, 

representing the earnest money, full value of which is to be absolutely forfeited to 

Maharashtra Industrial Development Corporation should I/We do not deposit the 

full amount of security deposit specified in the above memorandum, in accordance 

with Clause I (A) of the Contract conditions; otherwise the said earnest money shall 

be refunded to us. 

Signature of witness. 

Signature of the contractor. 

Address. 

Address. 

Occupation. 

Date: 

Date. 

The above tender is hereby accepted by me on behalf of the 

Maharashtra Industrial Development Corporation 

Place : 

Date : 

Contractor. 


19 

Conditions Of Contract 

CLAUSE 1 : Security deposit : The person(s) 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 10 days (which may be extended by the superintending Engineer 

concerned upto 15 days if the Suptd. Engineer thinks fit to do so) of the receipt by 

him of the notification of the acceptance of his tender, deposit with the Executive 

Engineer (E&M) in cash/DD/BG(as specified will made up the full security deposit 

specified in the tender or (B) (permit Maharashtra Industrial Development 

Corporation at the time of making any payment to him for work done under the 

contract to deduct such sum as will amount to 8% of all money so payable. such 

deductions to be held by MIDC 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 & in such case, if the sum so deposited shall not 

amount 8% of the total estimated cost of the work, it shall be lawful for MIDC at the 

time of making any payment to the contractor for work done under the contract to 

make up the full amount of 8% Percent by deducting a sufficient sum from every 

such payment as last aforesaid until the full amount of the security deposit is made 

up. All compensation or other sums of money payable by the contractor to MIDC 

under the terms of his contract may be deducted from or paid by the sale of 

sufficient part of the security deposit or from the interest arising therefrom, or from 

any sums which may be due or may become due by MIDC to the contractor under 

any other contract or transaction of any nature on any account whatsoever and in the 

event of his security deposit being reduced by reasons of any such deduction or sale 

as aforesaid, the contractor shall within ten days thereafter, make good in 

cash/DD/BG endorsed as aforesaid any sum or sums which may have been 

deducted from raised by sale of his security deposit referred to when paid in cash 

may at the cost of the depositor, be converted into interest bearing securities 

provided that the depositors 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 canceled and legal steps taken against the contractor for 

recovery of the amounts. The amount of the security deposit lodged by a contractor 

shall be refunded along with the payment of the final bill, if the date upto which the 

contractor has agrees to maintain the work in good order is over. If such date is not 

over, only 3% amount of security deposit shall be refunded along with the payment 

of the final bill. The amount of security deposit retained by the MDIC shall be 

released after expiry of period upto which the contractor has agreed to maintain the 

work in good order, then subject to provisions of clause 16 and 19 hereof the amount 

of security deposit retained by MDIC shall be adjusted towards the excess cost 

incurred by the department on rectification work. 

CLAUSE 2 : Compensation for delay : The time allowed for carrying out the 

work as entered in the tender shall be strictly observed by the contractor & shall be 

reckoned from the date on which the order to commence work is given to the 

Contractor. 


20 

contractor. The work shall throughout the stipulated period of the contract be 

proceeded with, with all due diligence (time being deemed to be of the essence of the 

contract on the part of the contractor). In the event of the contractor failing to 

comply with this condition he shall be liable to pay as compensation an amount of 

Rs. 200/- day or such amount upto 1% as Superintending Engineer (whose decision 

in writing shall be final) may decide, of the amount of the estimated Cost of the 

whole work as shown by the tender for each day that the work remains 

uncommenced/unfinished, after the proper date. And further to ensure good 

progress during the execution of the work, the contractor shall be bound, in all the 

cases in which the time allowed for any work exceeds 1 month to complete : 

25 percent of the work in 25 percent of the time. 

50 Percent of the work in 50 percent of the time. 

75 percent of the wok in 75 percent of the time. 

& abide by the programme of detailed progress laid down by the Exe. Engr. 

In the event of contractor failing to comply with this condition he shall 

be liable to pay as compensation an amount of Rs. 200/- day or any such amount 

upto 1% as Suptd. Engr. (whose decision in writing shall be final) may decide of said 

estimated cost of the whole work for every day that the due quantity of work 

remains incomplete, provided always that the total amount of compensation to be 

paid under the provisions of this clause shall not exceed 10% of the estimated cost of 

the wok as shown in the tender. 

CLAUSE 3 : In any case in which under any clause or clauses of this contract, the 

contactor shall have rendered himself liable to pay compensation amounting to the 

whole of this security deposit (Whether paid in one sum or deducted by 

installments) or in case of the abandonment of wok owing to serious illness or death 

of the contractor or any other cause the Executive Engineer (E&M) on behalf of 

MIDC shall have power to adopt any of the following courses, as he may think 

suited to the interest of MIDC :- 

Action when whole of security deposit is forfeited. 

a) To rescind the contract (of which rescission notice in writing to the contractor 

under the hand of the Executive Engineer (E&M) shall be conclusive evidence) 

and in that case of the security deposit of the contractor shall stand forfeited 

and be absolutely at the disposal of MIDC. 

b) To carry out the work or any part of the work departmentally debiting the 

contractor with the cost of the work, expenditure incurred in the tool and plant, 

and charges on additional supervisory staff including the cost of work charged 

establishment employed for getting the unexecuted part of the work completed 

and crediting him with the value of the work done departmentally in all 

respects in the same manner and at the same rates as if it had been carried out 

by the contractor under the terms of his contract. The certificate of Executive 

Engineer (E&M), 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) To order that the work of the contractor be measured up and to take such part 

thereof as shall be unexecuted out of his hands and to give it to another 

Contractor. 


21 

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 cost of the work executed by the new 

contract agency will be debited to the contractor and the value of the work done 

or executed through the new contractor shall be credited to the contractor 

under the terms of his contract. The certificate of the Executive Engineer (E&M) 

as to all the cost of the work and other expenses incurred as aforesaid for or in 

getting the unexecuted work done by the new contract and as to the value of 

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 be paid any sum for work therefore, 

actually performed by him under this contract unless & until the Exe. Engineer shall 

have certified in writing the performance of such work & the amount payable to him 

in respect thereof, and he shall only be entitled to be paid the amount so certified. In 

the event of either of the courses referred to in clauses b) & 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 MIDC 

under the contractor or otherwise howsoever or from his security deposit or the sale 

proceed thereof provided. If, however, the contractor, shall have no claim against 

MIDC even if certified value of the work done departmentally or through a new 

contractor, exceeds the certified cost of such work and allied expenses, provided 

always that whichever of the three courses mentioned in clause a), b) or c) is adopted 

by the Exe. Engineer the contractor shall have no claim to compensation for any loss 

sustained by him by reason of his having purchased or procured any materials, or 

entered into any engagements or made any advances on account of or with a view to 

the execution of the work or the performance of the contract. 

CLAUSE 4 : Action when the progress of any particular portion of the work is 

unsatisfactory : If the progress of any particular portion of the work is unsatisfactory 

the Executive Engineer (E&M) shall, not with standing that the general progress of 

the work is in accordance with the conditions mentioned in clause 2, be entitled to 

take action under clause 3(b) after giving the contractor 10 days notice in writing. 

The Contractor will have no claim for compensation, for any loss sustained by him 

owing to such action. Contractor shall remain liable to pay compensation if action 

not taken under clauses 3 and 4 Power to take possession of or require removal of, 

or sell contractor’s plant : 

CLAUSE 5 : In any case in which any of the powers conferred upon the Executive 

Engineer (E&M) by clauses 3 and 4 hereof shall have become exercisable and the 

same shall not have been exercised, the non exercise thereof shall not constitute a 

waiver of any of the conditions hereof and such powers shall not with standing be 

exercisable in the event of any future case of default by the contractor for which 

under any clause or clauses hereof he is declared liable to pay compensation 

amounting to the whole of his security deposit and the liability of the contractor for 

past and future compensation shall remain unaffected. In the event of the Executive 

Contractor. 


22 

Engineer (E&M) taking action under sub clause a) or c) of clause3, he may, if so 

desires, taken possession of all or any tools, plant, materials and stores in or upon 

the works 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 contract rates 

no being applicable at current market rates, tobe certified by the Executive Engineer 

(E&M) whose certificate thereof shall be final;. In the alternative the Executive 

Engineer (E&M) may, after giving notice in writing to the contractor or his clerk of 

the works, foreman or other authorised agent, required him to remove such tools, 

plant, materials or stores from the premises within a time to be specified in such 

notice and in the event of the contractor failing to comply with any such requisition, 

the Executive Engineer (E&M) may remove them at the contractor’s expenses or sell 

them by auction or private sale on account of the contractor and at his risk in all 

respect and the certificate of the Executive Engineer (E&M) as to the expenses of any 

such removal, and the amount of the proceeds and expenses of any such sale shall be 

final and conclusive against the contractor. 

CLAUSE 6 : Extension of time : If the contractor shall desire an extension of 

the time for completion of the work on the ground of his having been unavoidably 

hindered in its execution or on any other ground, shall apply in writing to the 

Executive Engineer (E&M) before the expiration of the period stipulated in the 

tender or before the expiration of 30 days from the date on which he was hindered as 

aforesaid or on which the case for asking for extension occurred, which, is earlier 

ever and the Executive Engineer (E&M) may, if, in his opinion, there are reasonable 

grounds for granting an extension, grant such extension as he thinks necessary or 

proper. The decision of the Executive Engineer (E&M) in this matter shall be final. 

CLAUSE 7 : Final certificate : On completion of the work, the contractor shall 

be furnished with a certificate by the Executive Engineer (E&M)(hereinafter called 

the Engineer-in-charge) of such completion, but no 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 & rubbish, & shall have cleaned off the dirt from all woodwork, 

doors, windows, walls, floor or other parts of any buildings, 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 works shall have been measured by the Engineerin-charge 

or where the measurements have been taken by his subordinates until they 

have received the approval of Engr-in-charge, the said measurements being binding 

& 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, & cleaning off dirt on/before the date fixed for the completion of the work, 

the Engr-in-charge may, at the expense of the contractor, remove such scaffolding, 

surplus materials & rubbish and dispose of the same as he thinks fit and clean off 

such dirt as aforesaid and the contractor shall forthwith pay the amount of all 

expenses so incurred, but shall have no claim in respect of any such scaffolding or 

surplus materials as aforesaid except for any sum actually realized by the sale 

thereof. 

Contractor. 


Contractor. 

23 

CLAUSE 8 : Payments on intermediate certificates to be regarded as 

advances : No payment shall he made for any work, estimated to cost less than 

rupees one thousand till after the whole of the work shall have been completed and a 

certificate of completion given. But in the case of works estimated to cost more than 

rupees one thousand, the contractor shall, on submitting a monthly bill therefore, be 

entitled to receive payment proportionate to the part of the work then approved and 

passed by the Engr-in-charge, whose certificate of such approval and passing of the 

sum so payable shall be final & conclusive against the contractor. All such 

intermediate payments shall be regarded as payments by way of advance against the 

final payments only and not as payments for work actually done and completed, 

and shall not preclude the Engineer-in-charge from requiring any bad, unsound, 

imperfect for unskillful work to be removed or taken away and reconstructed or 

reerected, nor shall any such payment be considered as an admission of the date 

performance of the contract or any part thereof in any respect or the accruing of any 

claim, nor shall it conclude, determine, or affect in any other way the powers of the 

Engr-in-charge as to the final settlement and adjustment of accounts or otherwise, or 

in any other way vary or affect the contract. The final bill shall be submitted by the 

contractor within on 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. 

CLAUSE 9: Payment at reduced rates on account of items of work not 

accepted as completed to be at the discretion of Engineer-in-charge : 

The rates for several items of works estimated to cost more than Rs. 1000/- agreed to 

within, shall be valid only when the item concerned is accepted as having been 

completed fully in accordance with the sanctioned specifications. In cases where the 

items of work are not accepted as so completed the Engineer-in-charge may make 

payment on account of such items at such reduced rates as he may consider 

reasonable in the preparation of final or on account bills. 

CLAUSE 10 : Bills to be submitted monthly : A bill shall be submitted by 

the contractor each month on or before the date fixed by the Engr-in-charge for all 

work executed in the previous month, & the Engr-in-charge shall take or cause to be 

taken the requisite measurement for the purpose of having the same verified & the 

claim, so far as it is admissible, shall be adjusted, if possible within ten days from the 

presentation of the bill. If the contractor does not submit the bill within the time 

fixed as aforesaid, the Engr-in-charge may depute a subordinate to measure up the 

said work in the presence of the contractor or his duly authorised agent whose 

countersignature 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. 

CLAUSE 11: Bills to be on printed forms : The contractor shall submit all 

bills on the printed forms to be had on application at the Office of the Engineer-incharge. 

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 


24 

conditions, and not mentioned or provided for in the tender, at the rate herein after 

provided for such work. 

CLAUSE 12: Stores supplied by MIDC: 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 MIDC 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 purpose of the contract only, and the value of 

the full quantity of the materials and stores so supplied shall be set off or deducted 

from any sums then due, or thereafter to become due to the contractor under the 

contract, or otherwise, or from the security deposit, or the proceeds of sale thereof; of 

the security deposit is held in Government securities, the same of 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 MIDC, and shall on no account be 

removed from the site of work, and shall at all times be open to inspection by the 

Engineer-in-charge. Any such materials unused and in perfectly good condition at 

the time of completion or determination of the contract shall be returned to MIDC 

store, if the Engineer-in-Charge so requires by a notice in writing given under his 

hand but the contractor shall not be entitled to return any such material except with 

consent of the Engineer-in-charge and he shall have no claim for compensation on 

account of any such material supplied to him as aforesaid but remaining unused by 

him or for any wastage in or damage to any such materials. 

CLAUSE 13: Works tobe executed in accordance with specification, 

drawing, orders etc : The contractor shall execute the whole and every part of 

the work in most substantial and workmanlike manner, both as regards material and 

in every other respect in strict accordance with specifications. The contractor shall 

also conform exactly, fully and faithfully to the designs, drawing and instruction s in 

writing relating to the work signed by the Executive Engineer (E&M) in charge and 

lodged in the office to which the contractor shall be entitled to have access for the 

purpose of inspection at such office/on the site of work during the office hours. The 

contractor will be entitled to receive 3 sets of contract drawings and working 

drawings as well as 1 certified copy of the accepted tender along with the work 

order free of cost. Further copies of the contract drawings and working drawings if 

required by him shall be supplied at the rate of Rs. 200/- set of contract drawings 

and Rs. 100/- working drawings except where otherwise specified. 

CLAUSE 14: Alternations in specifications and design not to 

invalidate contracts : The Engineer in charge shall have power to make any 

alterations in, or addition to, the original specification, drawings, designs and 

instructions that may appear him to be necessary or advisable during the progress of 

work, and the contractor shall be bound to carry out the work in accordance with 

Contractor. 


25 

any instructions in this connection which may be given to him in writings signed by 

the Engineer in charge and such alteration shall not invalidate the contractor 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 the same rates 

as are specified in the tender for the main work. 

Rates for works not entered in estimate, or schedule of rates of the 

district: And if the additional land altered work includes any class of work for 

which no rate is specified in this contract; other such class of work shall be carried 

out at the rates entered in the Schedule of Rates of the Division or at the rates 

mutually a greed upon between the Engineer in charge and the contractor, 

whichever are lower. If the additional or altered work, for which no rate is entered 

in the schedule of Rates of the Division, is ordered to be carried out before the rates 

are agreed upon them, 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-incharge 

does not agree to this rate, he shall By Notice in writing be at liberty to cancel 

his order to carried out such class of work, and arrange to carry it out in such 

manner as he may consider advisable provided always that if the contractor shall 

commence work or incur any expenditure in regard thereto before the rates shall 

have been determined as lastly hereinbefore mentioned, then in such case he shall 

only be entitled to be paid in respect of the work carried out or expenditure incurred 

by him prior to the date of the determination of the rate as aforesaid according to 

such rate or rates as shall be fixed by the Engr-in-charge. In the event of the dispute, 

the decision of the Suptd. Engineer of the circle 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. 

Extensions of time in consequence of additions or alterations: The time limit for 

the completion of the work shall be extended in the proportions that the increase in 

its cost occasioned by alterations/additions bears to the cost of the original contract 

work & the certificate of the Engr-in-charge as to such proportions shall be 

conclusive. 

CLAUSE 15: No claim to any payment or compensation for alteration 

in, or restriction of work : 

1. If at any time after execution of the contract documents the Engineer shall for 

any reason whatsoever (other than default on the part of the contractor for which the 

Government is entitled to rescind the contract) desire that the whole or any part of 

the work specified in the tender should be suspended for any period or that the 

whole or part of the work should not be carried out at all he shall give to the 

contractor a notice in writing of such desire and upon the receipt of such notice in 

Contractor. 


26 

writing of such desire the contractor shall forthwith suspend or stop the work 

wholly or in part as required after having the regard of the appropriate stage at 

which the work should be stopped or suspended so as to cause any damage or injury 

to the work already done or endanger the safety thereon provided that the decision 

of the Engineer as to the stage at which the work or any part of it could be or could 

have been safely stopped or suspended shall be final and conclusive against the 

contractor. The contractor shall have no claim to any payment or compensation 

whatsoever by reason of or in pursuance of any notice as aforesaid on account of any 

suspension stoppage or curtailment except to the extent specified hereinafter. 

2. Where the total suspension of work ordered as aforesaid continued for 

continuous period exceeding 90 days, the contractor shall be at liberty to withdraw 

from the contractual obligations under the contract so far as it pertains to the 

unexecuted part of the work by giving 10 days prior notice in writing to the Engineer 

within 30 days of the expiry of the said period of 90 days of such intentions are 

requiring the Engineer to record the final measurement of the work already done & 

to pay the 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 this contract. On receipt of such notice Engineer shall proceed to complete 

the measurement & make such payment as may be finally due to the contractor 

within a period of 90 days from 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. 

3. Where the Engineer 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 resumption of work after such 

suspension for payment of compensation to the extent of pecuniary loss suffered by 

him in respect of working machinery rendered idle on the site or on account of his 

having had to pay the salary/wages of a labour engaged by him during the period 

of suspension provided always that contractor shall not be entitled to any claim in 

respect of any such working machinery salary/wages for the first 30 days whether 

consecutive or in the aggregate of such suspension or in respect of any suspension. 

Wheresoever occasioned by unsatisfactory work or any other default on his part. 

The decision of the Engineer in this regard shall be final and conclusive against the 

contractor. 

4. In the event of… 

i. Any total stoppage of work on notice from the Engineer under subclause(i) 

in that behalf. 

ii. Withdrawal by the contractor from the contractual obligation to 

complete the remaining unexecuted work under sub-clause (2) On 

account of continued suspension of work for a period exceeding 90 days. 

iii. Curtailment in the quantity of item or items originally tendered on 

account of any alterations, omissions or substitutions in the 

Contractor. 


27 

specifications, drawings, designs or instructions under clause 14(1) 

where such curtailment exceeds 25% in quantity and the value of the 

quantity curtailed beyond 25% at the rates for the items specified in the 

tendered is more Rs. 5000/- 

It shall be open to the contractor within 90 days from the service of.. 

i. The notice of stoppage of work or 

ii. Other notice of withdrawal from the contractual obligations under the 

contractor on account of the continued suspension of work or : 

iii. Notice under clause 14(1) resulting in such curtailment to produce to the 

Engineer satisfactory documentary evidence of that he had purchased or 

agreed to purchase material for use in the Contracted work before 

receipt by him of the notice or stoppage suspension or curtailment & 

require the Govt. to take over on payment such material at the rates 

determined by the Engineer. 

MIDC shall therefore take over the excess of the requirements of the 

unexecuted work as specified in the accepted tender at and are of quality and 

specifications approved by the Engineer. 

CLAUSE 15 A : No claim to compensation on account of loss due to 

delay in supply of material by MIDC : The contractor shall not be entitled to 

claim any compensation from MIDC for the loss suffered by him on account of delay 

by MIDC 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 

MIDC. 

In the case of delay in the supply of materials MIDC shall grant such 

extension of time for the completion of the works as shall appear to the Exe. 

Engineer to be reasonable in accordance with the circumstances of the case. The 

decision of the Executive Engineer (E&M) as to the extension of time shall be 

accepted as final by the contractor. 

CLAUSE 15 B : Time limit for unforeseen claims : Under no circumstances 

whatever shall the contractor be entitled to any compensation from MIDC on any 

account unless the contractor shall have submitted a claim in writing to the 

Engineer-in-charge within one month of the cause of such claim occurring. 

CLAUSE 16 : Action and compensation payable in case of bad work : If 

any time before the security deposit or any part thereof is refunded to the contractor 

it shall appear to the Engineer-in-charge or his subordinate in charge of the work, 

that any work has been executed with unsound, imperfect or unskillful 

workmanship or with materials of inferior quality or that materials or articles 

provided by him for the execution of the work are unsound, or of a quality inferior 

to that contracted for, or are otherwise not in accordance with the contract, it shall be 

Contractor. 


28 

lawful for the Engineer in charge to intimate this fact in writing to the contractor and 

then not withstanding the fact that the work, materials or articles complained of may 

have been inadvertently passed, certified and paid for, the as the case may require or 

if so required, shall remove and reconstruct the work so specified and provided 

other proper and suitable materials or articles at his own charge and cost and in the 

event of his failing to do so within a period to be specified by the Engineer in charge 

In the written intimation aforesaid, the contractor shall be liable to pay 

compensation at the rate of one percent on the amount of the estimate for every day 

not exceeding 10 days, during which the failure so continues and in the case of any 

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 the 

risk and expense in all respects of the risk and expense in all respects of the 

contractor. Should the Engineer in charge consider that any such interior work or 

materials as described above may be accepted or made use of it shall be within his 

discretion to accept the same at such reduced rates as he may fix therefore. 

CLAUSE 17: Work to be open to inspection. Contractor or responsible 

agent to be present : All works under or in course of execution or executed in 

pursuance of the contract shall at all times be open to the inspection and supervision 

of the Engineer in charge and his subordinates, and the contractor shall at all times 

during the usual working hours, and at all times at which reasonable notice of the 

intention of the Engineer in charge or his subordinate to visit the work 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 the 

purpose. Orders given to the contractor’s duly authorised agent shall be considered 

to have the same force and effect as if they had been given to the contractor himself. 

CLAUSE 18: Notice to be given before work is covered up : The 

contractor shall give not less than five day’s notice in writing to the Engineer in 

charge or his subordinate in charge of the work before covering up to 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. 

CLAUSE 19: Contractor liable for damage done & for imperfections . If 

during the period of 1 year from the date of completion as certified by the Engineer 

in charge pursuant to clause – 7 of the contractor 1 year after commissioning the 

work, whichever is earlier in the opinion of the Executive Engineer (E&M), the said 

work is defective in any manner whatsoever, the 

Contractor. 


29 

contractor shall forthwith on receipt of notice in that behalf from the Executive 

Engineer (E&M), duly commence execution and completely carry out at his cost in 

every respect all the work that may be necessary for rectifying & setting right the 

defects specified therein including dismantling and reconstruction of unsafe portions 

strictly in accordance with and in the manner prescribed and under the supervision 

of the Executive Engineer (E&M). In the event of the contractor failing or neglecting 

to commence execution of the said rectification work within the period prescribed 

therefore in the said notice and/or to complete the same as aforesaid as required by 

the said notice, the Executive Engineer (E&M) get the same executed and carried out 

departmentally or by any other agency at the risk on account and at the cost of 

contractor. The contractor shall forthwith on demand pay to the MIDC the amount 

of such costs, charges and expenses sustained or incurred by the MIDC of which the 

certificate of the Executive Engineer (E&M) shall be final and binding on the 

contractor. Such costs, charges and expenses shall be deemed to be appears of land 

revenue. The MIDC shall also be entitled to deduct the same from any amount 

which may then be payable or which may thereafter become payable by the MIDC 

(of which the certificate of Engineer in Charge shall be final) from any sums that 

may then be dur or may thereafter become due to the contractor or from his security 

deposit or the proceeds of sale thereof, or of a sufficient portion thereof. 

CLAUSE 20 : Contractor to supply plant, ladders, scaffoldings etc. : The 

contractor shall supply at his own cost all materials (except such special materials, if 

any, in accordance with the contract, be supplied from the MIDC stores) plant, tools, 

appliances, implements, ladders, cordage, tackles, scaffolding, and temporary works 

requisite or proper for the proper execution of the work, whether, in the original 

altered or substituted form and whether included in the specifications, or other 

documents forming part of the contract or referred to in these conditions or not and 

which may be necessary for the purpose of satisfying or complying with the 

requirements of the Engineer in charge As to any matter as to which under these 

conditions he is entitled to be satisfied, or which is entitled to require together with 

carriage therefore, to and from the work. 

Contractor is liable for damages arising from non-provisions of lights, fencing 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 the measurement or examination at any time and 

from time to time of the work or the materials. Failing this the same may be 

provided by the Engineer in charge at the expense of the contractor and the expenses 

may be deducted from any money due to the contractor under the contract or from 

his security deposit or the proceeds of sale thereof, or of a sufficient portion thereof. 

The contractor shall provide all necessary fencing and lights required to protect the 

public from accident, and shall also be bound to bear expenses of defense of every 

suit, action or other legal proceedings, that may be brought by any persons 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 proceedings to any such 

Contractor. 


30 

person, or which may with the consent of the contractor be paid for compromising 

any claim by any such person. 

CLAUSE 21 : 

The contractor shall provide suitable scaffolds and working 

platforms, gangways and stairways, and shall comply with the following regulations 

in connections therewith. 

a) Suitable scaffolds shall be provided for workmen for all work that cannot be 

safely done from a ladder or by other means. 

b) A scaffold shall not be constructed, taken down, or substantially altered, except: 

i. Under the supervision of a competent and 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 all ladders shall :- 

i. Be of sound materials. 

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 overloaded and so far as practicable the load shall be 

evenly distributed. 

f) Before installing lifting gear on scaffolds special precautions shall be taken to 

ensure the strength & 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 regulations herein specified. 

i) Working platforms, gangways and stairways shall :- 

i. Be so constructed that no part thereof can sag unduly or unequally. 

ii. Be so constructed and maintained, having regard to the prevailing conditions 

as to reduce as far as practicable risks of persons tripping or slipping; and 

iii. Be kept free from any unnecessary obstructions. 

j) In the case of working platforms, gangways, working places and stairways at a 

height exceeding eight feet. 

i. Every working platform and every gangway shall be closely boarded unless 

other adequate measures are taken to ensure safety. 

ii. Every working platform, gangway working shall have adequate width and 

iii. Every working platform, gangway, working place and stairway shall be 

suitably fenced 

k) Every opening the floor of a building or in a working platform shall, except 

for the time and to the extent required to allow the access of persons or the 

transport of shifting of material, be provided with suitable means to prevent 

the fall of persons or material. 

l) When persons are employed on a roof where there is a danger of falling from 

a height exceeding six feet suitable precautions shall be taken to prevent fall 

of persons or material. 

Contractor. 


31 

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. 

CLAUSE 22 : 

The contractor shall comply with the following regulations as 

regards hoisting appliances to be used by him : 

a) Hoisting machines and tackles, including their attachments, anchorages and 

support shall: - 

i. Be of good mechanical construction, sound material & adequately strength 

& free from patent defect; & 

ii. Be kept in good repair and in good working order. 

b) Every rope used in hoisting/lowering materials or as a means of suspension 

shall be of suitable quality, adequate strength & free from patent defect. 

c) Hoisting machines and tackle shall be examined and adequately tested after 

erection on the site and before use and be re-examined in position at intervals 

to be prescribed by the MIDC. 

d) Every chain, ring, hook, shackle, swivel & pulley block used in 

hoisting/lowering materials or as a means of suspension shall be periodically 

examined. 

e) Every crane driver/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 or give signals to the operator. 

g) In the case of every hoisting machine & of every chain, ring, hook, shackle, 

swivel & pulley block used in hoisting/lowering/as a means of suspension 

the safe working load shall be ascertained by adequate means. 

h) Every hoisting machine and all gears referred to the preceding regulation 

shall be plainly marked with the safe working load. 

i) In the case of a hoisting machine having a variable safe working load each 

safe working load and the conditions under which it is applicable shall be 

clearly indicated. 

j) No part of any hoisting machine or of any gear referred to in regulation ‘g’ 

above shall be loaded beyond the safe working load except for the purpose of 

testing. 

k) Motors, gearings, transmissions, electric wiring and other dangerous parts of 

hoisting appliance shall be provided with efficient safe guards. 

l) Hoisting appliances shall be provided with such means as will reduce to a 

minimum the risk of the accidental descent of the load. 

m) Adequate precautions shall be taken to reduce to a minimum the risk of any 

part of a suspended load becoming accidentally displaced. 

CLAUSE 23 : Measure for prevention of fire : The contractor shall not set fire to 

any standing jungle, trees brushwood or grass without written permit from the 


Contractor. 


32 

When such permit 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 or otherwise damaging surrounding property. 

The contractor shall make his own arrangements for drinking water for the 

labour employed by him. 

CLAUSE 24 : Liability of contractor for any damage done in or outside work 

area : Compensation for all damage done intentionally or unintentionally by 

contractor’s labour whether in or beyond the limits of MIDC property including any 

damage caused by the spreading of fire mentioned in clause 23 shall be estimated by 

the Engineer in charge or such other officer as he may appoint and the estimates of 

the Engineer in charge subject to the decision of the Superintending Engineer on 

appeal shall be final and the contractor shall be bound to pay the amount of the 

assessed compensation on demand failing which the same will be recovered from 

the contractor as damages in the manner prescribed in clause 1 or deducted by the 

Engineer in charge from any sums that may be due/become due from MIDC to the 

contractor under this contract or otherwise. 

The contractor shall bear the expenses of defending any action or other legal 

proceedings that may be brought by any persons for injury sustained by him owing 

to neglect of precautions to prevent the spread of fire and he shall pay any damages 

and cost that may be awarded by the court in consequence. 

CLAUSE 25 : Employment of female labour: The employment of female labour 

on works in the neighborhood of soldier’s barracks should be avoided as far as 

possible. 

CLAUSE 26 : Works on Sunday : No work shall be done on a Sunday without the 

sanction in writing of the Engineer in charge. 

CLAUSE 27 : Work not to be sublet. Contract may be rescinded and security 

deposit forfeited for subletting it without approval or for bribing a public offer or 

if contractor becomes insolvent. The contract shall not be assigned or subject 

without the written approval of the Engineer in charge. And if the contractor shall 

assign or sublet his contract, or attempt so to do or become insolvent or commence 

any proceedings to get himself adjudicated an insolvent or make any composition 

with his creditors, or attempt so to do or if any bribe, gratuity, gift, loan, perquisite, 

reward or advantage, pecuniary or otherwise, shall either directly or indirectly be 

given, promised or offered by the contractor, or any of his servants or agents to any 

public officer or person in the employ of MIDC in any way relating to his office or 

employment, or if any such officer or person shall become in any way directly or 

indirectly interested in the contract, the Engineer in charge may 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 MIDC and the same 

consequences shall ensure as if the contract had been rescinded under clause 3 

Contractor. 


33 

hereof and in addition the contractor shall not be entitled to recover or be paid for 

any work therefore actually performed under the contract. 

CLAUSE 28 : 

Sum payable by way of compensation to be considered as 

reasonable compensation without reference to actual loss : All sums payable 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 MIDC without 

reference to the actual loss or damage sustained, and whether any damage has or 

has not been sustained. 

CLAUSE 29 : Change in the constitution of a firm to be notified : 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. 

CLAUSE 30 : Works to be under direction of Superintending Engineer: 

All 

works to be executed under the contract shall be executed under the direction and 

subject to the approval in all respects of the superintending Engineer of the circle for 

the time being who shall be entitled to direct at what point or points and in what 

manner they are to be commenced and from time to time carried on. 

CLAUSE 31 : Decision of Superintending Engineer to be final : Except where 

otherwise specified in the contract and subject to the powers delegated to him by 

MIDC under the code rules than in force, the decisions of the Superintending 

Engineer of the Circle for the time being shall be final, conclusive, and binding on all 

parties to the contract upon all questions relating to the meaning of the 

specifications, designs, drawings, and instruction herein before 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, if any way arising out of, or 

rooms to be contract, designs, drawing specifications, estimates, instructions, orders, 

or conditions, or otherwise, concerning the work or the execution or failure to 

executive same, whether arising, doing the progress of the work, or after the 

completion or abandonment thereof. 

CLAUSE 32 : Stores of European or American manufacture to be obtained from 

MIDC : The contractor shall obtain from the MIDC’s store all stores and articles of 

European or American manufacture which may be required for the work, or any 

part thereof or in making up any articles required therefore or in connection 

therewith unless he has obtained permission in writing from the Engineer in charge 

to obtain such stores and articles elsewhere. The value of such stores and articles as 

may be supplied to the contractor by the Engineer in charge will be debited to the 

contractor in his account at the rates shown in the Schedule in Form A attached to 

the contract and if they are not entered in the said schedule, they shall be debited to 

him at cost price which for the purpose of this contract shall include the cost of 

carriage and all other expenses whatsoever, which shall have been incurred in 

obtaining delivery of the same at the stores aforesaid. 

Contractor. 


34 

CLAUSE 33 : Lump sums in estimates : when the estimate on which at tender is 

made includes lump sum in respect of parts of the work, the contractor shall be 

entitled to payment in respect of the items of work involved of the part of the work 

in question at the same rates as are payable under this contract for each items, 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 provision of this clause. 

CLAUSE 34 : Action where not specification exists : 

In the case of any class of 

work for there is not such specifications as is mentioned in Rule I such work shall be 

carried out in accordance with the Divisional Specifications, and in the event of there 

being no Divisional specification, then in such case the work shall be carried out in 

all respects in accordance with the instruction and requirements of the Engineer in 

charge. 

CLAUSE 35 : Definition of work : The expression “ Works” or “work” where 

used in these conditions, shall unless there be something in the subject or context 

repugnant to such constructions, be constructed to mean the work or works contract 

to be executed under or in virtue of the contract, whether temporary or permanent 

and whether original, altered substituted or additional. 

CLAUSE 36 : Contractor’s percentage whether applied to net or gross amounts 

of bill : There percentage referred to in the tender shall be deducted from /added 

to the gross amount of the bill before deducting the value of any stock issued. 

CLAUSE 37 : Payment of quarry fees and royalties : All quarry fees royalties, 

octroi dues and ground rent for staking materials, if any, should be paid by the 

contractor. 

CLAUSE 38 : Compensation under the work men’s compensation act: 

The 

contractor shall be responsible for and shall pay any compensation to his workmen 

payable under the Workmen’s Compensation Act, 1923 (VII of 1923), hereinafter 

called the said Act) for injuries caused to the workmen. If such compensation is paid 

by MIDC as principal under sub section (I) of section 12 of the said Act on the behalf 

of the contractor, it shall be recoverable by MIDC from the contractor under sub 

section (2) of the said section. Such compensation shall be recovered in the manner 

laid down in clause 1 above. 

CLAUSE 39 : The contractor shall be responsible for and shall pay the expenses of 

providing medical aid to any workman who may suffer bodily injury as a result of 

an accident. If such expenses are incurred by MIDC the same shall be recoverable 

from the contractor forthwith and be deducted without prejudice to any other 

remedy of MIDC from any amount due or that may become due to the contractor. 

Contractor. 


35 

CLAUSE 40 : The contactor shall provide all necessary personal safety equipment 

and First aid apparatus available for the use of the persons employed on the site, 

shall maintain the same condition suitable for immediate use at any time and shall 

comply with the following regulation in connection therewith. 

a. The workers shall be required to use the equipment so provided by the 

contractor shall take adequate step to ensure proper use of the equipment by 

those concerned. 

b. When work is carried on in proximity to any place where there is risk of drawing, 

all necessary equipments shall be provided and kept ready for use and all 

necessary steps shall be taken for the prompt rescue of any person in danger. 

c. Adequate provision shall be made for prompt first aid treatment of all injuries 

likely to be sustained during the course of work. 

CLAUSE 41 : Claim for quantities entered in the tender or estimate: 

1. Quantities in respect of the several item shown in the tender are approximate 

and no revision in the tender shall be permitted in respect of any of the items 

so long as, subject to any special provision contained in the specification 

prescribing different percentage or permissible variation, the quantity of the 

item does not exceed the tender quantity by more than 25% and so long as the 

value of the excess quantity beyond this limit at the rate of the item specified 

in the tender is not more than Rs. 5000/-. 

2. The contractor shall if ordered in writing by the Engineer so to do carried out 

any quantities in excess of the limit mentioned above this clauses, on the same 

conditions as and in accordance with the specifications in the tender and at 

the rate derived from the rates entered in the current schedule of rates and in 

absence of such rates, at the rate prevailing in the market, which may be 

increased or decreased as this case may be by the percentage which the total 

tender amount bears to the estimated cost of the total works as put to tender. 

3. Claims arising out of reduction in the tendered quantity of any items 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 items specified in the tender is 

more than Rs. 5000/-. 

CLAUSE 42 : Employment of famine etc. labour : The contractor shall employ 

any famine, convict or other labour of a particular kind or class if ordered in writing 

to do so by the Engineer in charge. 

CLAUSE 43 : 

Claim for compensation for delay in starting the work : No 

compensation shall be allowed for any delay caused in the starting of the work on 

account of acquisition of land or, in the case of clearance works, on account of any 

delay in according sanction to estimates. 

Contractor. 


36 

CLAUSE 44 : Claim for compensation for delay in the execution of work: No 

compensation shall be allowed for any delay in the execution of the work on account 

of water standing in borrow pits or compartments. The rates are inclusive for hard 

or cracked soil, excavation in mud, sub soil water or water standing in borrows pits 

and no claim for an extra rate shall be entertained, unless otherwise expressly 

specified. 

CLAUSE 45 : Entering upon or commencing any portion of work : The 

contractor shall not enter upon or commence any portion of work except with the 

written authority and instruction of the Engineer in charge or his subordinate in 

charge of the work. Failing such authority the contractor shall have no claim to ask 

for measurements of or payment for work. 

CLAUSE 46 : Minimum age of persons employed, the employment of donkeys 

and or other animals and the payment of fair wages : 

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 breech in, of string 

or thin rope. The breeching 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 authorised to remove from the work any 

person or animals found working which does not satisfy these conditions and 

no responsibility shall be accepted by MIDC for any delay caused in the 

completion of the work by such removal. 

v. The contractor shall pay fair and reasonable wages to the workmen employed 

by him in the contract undertaken by him. In the event of any dispute arising 

between the contractors and his workman on the grounds that the wages paid 

are not fair and reasonable the dispute shall be referred without delay to the 

Executive Engineer (E&M) who shall decide the same. The decision of the 

Executive Engineer (E&M) shall be conclusive and binding on the contractor 

but such decision shall not in any way affect the condition in the contract 

regarding the payment to be made by MIDC at the sanctioned tender rates. 

vi. The contractor shall provide drinking water facilities to the works. Similar 

amenities shall be provided to the workers engaged on large work in urban 

areas. 

CLAUSE 47 : Method of payment : Payment to contractors shall be made by 

cheques drawn on any bank within the Division convenient to them, provided the 

amount exceeds Rs. 10/-Amounts not exceeding Rs. 10/- will be paid in cash. 

CLAUSE 48 : Acceptance of conditions compulsory before tendering for work: 

Any contractor who does not accept these conditions shall not be allowed to 

tender for works. 

Contractor. 


37 

CLAUSE 49 : Employments of scarcity labour : If Government declare a state of 

scarcity or famine to exist in any village situated within 10 miles of the work, the 

contractor shall employ upon such parts of the work, as are suitable for unskilled 

labour, any person certified to him by the Executive Engineer (E&M), or be any 

person to whom the Executive Engineer (E&M) may have delegated this in writing 

to be in need duty of relief and shall be bound to pay to such persons wages not 

below the minimum which Government may have fixed in this behalf. Any disputes 

which may arise in connection with the implementation of this clause shall be 

decided by the Executive Engineer (E&M) whose decision shall be final and binding 

on the contractor. 

CLAUSE 50 : The price quoted by the contractor shall not in any case exceed the 

control price if any fixed by Government or reasonable price which it is permissible 

for him to charge a private purchaser for the same class and description of goods 

under the provisions of Hoarding and Profiteering Prevention Ordinance. 1943 as 

amended from time to time. If the price quoted exceed the controlled price or the 

price permissible under Hoarding and Profiteering Prevention ordinance contractor 

will specifically mention this fact in his tender along with the reasons for quoting 

such higher price. The purchaser at his discretion will in such case exercise the right 

or revising the price at any state so as to confirm with the controlled price on the 

permissible under the Hoarding and Profiteering Prevention Ordinance. This 

discretion will be exercised without prejudice to any other action that may be taken 

against the contractor. 

CLAUSE 51 : The rates to be quoted by the contractor must be inclusive of Sales 

tax, no extra payment on this account will be made to the contractor. 

CLAUSE 52 : The contractor should as far as possible obtain his requirement of 

labour skilled and skilled from the nearest Employment exchange. 

CLAUSE 53 : 

The provision regarding contractor’s labours provisioning the 

Contract Labour (Regulations and Abolition ) Act, 1970, with the Maharashtra 

Contract Labour ( Regulation and Abolition) Rule, 1971 shall be bending on the 

contractors. If the provision in the said act centra-dicts with any of the provision 

regarding Contractor’s labours in any of the clauses in this tender, the provision in 

the contractor labour (Regulation and Abolition) Act, 1970 with the Maharashtra 

Labour (Regulation and Abolition) Act, Rules 1971 shall prevail. 

CLAUSE 54 : The contractor shall comply with the provisions of the Apprentices 

Act, 1961, and the rules and the orders issued these under from time to time. If 

he/they fails to do so, the failure will be a breach of the contract and the 

Superintending Engineer, may in his discretion, cancel the contract. The contractor 

shall be liable to by him/them, of the provisions of the act. 

Contractor. 


38 

CLAUSE 55 : Supply of Materials etc, by Contractors: The contractors are to 

provide every article ( with the exception noted in Scheduled ‘A’ attached) which 

may be necessary and requisite for the due and proper executing of the several 

works included in contract according to the true indent and measuring of the 

drawings and specifications taken together which are to be signed by Executive 

Engineer (E&M), MIDC (Hereinafter called the Executive Engineer (E&M)) and by 

the contractors whether the same may or may not have been prescribed in the 

specifications or shown on the drawings provided however that the same are 

reasonable and obviously to be informed therefore. In case on any discrepancy 

between the drawing and specifications the Executive Engineer (E&M), shall decide 

which of the two is to be followed. 

CLAUSE 56 : Execution of work : The contractors shall set out the whole of the 

work as per approved drawings and details supplied to him and during the progress 

of the work he shall set right as ordered by the Executive Engineer (E&M) any 

errors, which may be found therein and shall provide all necessary labour and 

materials for the purpose. The contractor shall also provide plants labours and 

materials (with the exception noted in schedule attached which may be necessary 

and requisite for the works. The materials and workmanship are to be the best of 

their respective jobs. The contractors shall have the work in all respects clean and 

perfect at the completion thereof. 

CLAUSE 57 : Drawing & Specifications : At least six copies of the drawings and 

specifications submitted by the contractor and approved and signed by the 

Superintending Engineer shall be furnished by the contractors to the MIDC and 

copies thereof shall be kept on binding. Contractor’s agent who is to be constantly 

kept on the ground by the Executive Engineer (E&M), MIDC under Schedule ‘A’ of 

the contract will supply plain M.S. round and/or tor steel depending upon the 

availability. As such, design based on exclusive using tor steel shall not be accepted. 

CLAUSE 58 : Control over works : The Executive Engineer (E&M), or his duly 

authorised representative have at all times occur to the works which are tobe 

entirely under his control. He may request the contractors to dismiss person in the 

contractor’s employment upon the work if such person in his opinion incompetent 

or misconduct himself and the contract shall forthwith comply with every such 

requirement. 

CLAUSE 59 : Materials left at site : All works and materials brought and left 

upon the site of the work either by the Contractor by their orders for the purpose of 

forming, part of the work are to be considered tobe property of the MIDC, and the 

same shall not be removed or carry away by the contractor or any other person, 

without the special leave or consent in writing on the Executive Engineer (E&M), but 

the MIDC shall not in any way be answerable for any loss or damage which may 

happen to or in respect of any such work or materials or account of the same being 

lost or stolen or injured by whether or otherwise. 

Contractor. 


39 

CLAUSE 60 : Removal and substitution of materials : The Executive Engineer 

(E&M), shall have full power to require the removal from the premises of the 

materials which in his opinion are not in accordance with the specifications and in 

employ other persons to remove the same without having answerable accountable 

for any loss or damage that may be caused to such materials. The Executive 

Engineer (E&M), shall also have full power to require other proper material to be 

substituted and in case of default the Executive Engineer (E&M) may cause the same 

to be supplied and all cost which be incurred in such removal and substitution shall 

be borne by the contractor. 

CLAUSE 61 : Action in case of improper materials and workmanship: If in the 

opinion of the Executive Engineer (E&M) , any work in any part thereof is executed 

with improper materials or defective workmanship, the contractor shall when 

required by the Executive Engineer (E&M), forthwith re-execute the same and 

substitute proper materials and workmanship and in case of default by the 

contractor in so doing within a week from the date of the requisition the Executive 

Engineer (E&M) , shall have full power to employ other persons to re-executive the 

work and cost there of shall be borne by the contractor. 

CLAUSE 62 : Action and compensation payable in case of backlog/delay : If at 

any time before security deposit is refunded to the contractor, it shall appear to the 

Executive Engineer (E&M) in charge or his subordinate in charge of the work, that 

any work have been executed with unsound, imperfect or unskillful workmanship 

or with materials or articles provided by him for the execution of the work or 

unsound, or of a quality inferior to that contract it shall be lawful for the Engineer in 

charge to intimate this fact in writing to the Contractor and then not withstanding 

the fact that the work materials or articles complied or may have been in adventantly 

passed. Certified and paid for, the contractor shall be bound to forth with to rectify 

or remove or reconstruct the work so specified in whole or in part, as the case may 

require, or if so required, shall remove the materials or articles so specified and 

provide other proper and suitable materials or articles at his own charge and cost in 

the event of his failing to do so within in limit aforesaid the Contractor shall be 

liable, to pay compensation the rate of 1% on the amount of the estimate for every 

day not exceeding 10 days, during which the failure so continuous and in the event 

of any such failures as aforesaid the Engineer in charge may rectify or remove and 

re-executed the work or remove and replace the materials/ articles compliance of, as 

the case maybe at the risk and expenses in all respects of the Contractor should be 

Engineer in charge consider that any such inferior work or materials as described 

above will not be acceptable then it will be straight way rejected. 

CLAUSE 63 : Performance and guarantee of the work or plant completed by the 

contractor : The contractor shall make good and repair defect in materials and 

workmanship and performances etc. Revealed in the finished work or the plant 

completed by him for a period of 1 year from the date of which final completion 

Contractor. 


40 

certificate, is issued by the Engineer in charge. The decision of the engineer in 

charge as to the necessary or repairs shall be binding on the contractor. If the 

contractor fails to maintain and keep in proper condition the work completed by him 

or if the plant erected by him falls in performance or guarantee furnished by the 

contractor over the stipulated period of maintenance or performance. The Engineer 

in charge shall be entitled to carry out the necessary repairs departmentally or 

through another agency at the cost of the contractor. The decision of Engineer in 

charge as the amount of the expenses incurred in carrying out the repairs shall be 

final and binding on the contractor. If the Engineer in charge shall be entitled to 

forfeit the whole or any part of the security deposit toward the expenses incurred by 

him in repairing the work completed by the contractor. 

CLAUSE 64 : Responsibility of Contractor damage or fire etc: From the 

commencement of the work to the completion of the same the work shall be under 

the Contractor’s charge. The contractor shall be held responsible for any damage 

done to the same by fire or any the cause and they shall be liable to make good all 

such damage and to carry out any repairs which may be rendered necessary to the 

same by fire or other causes and they are to held the MIDC, harmless from any 

claims for injuries to persons for structural damage, damage to property happening 

from any neglect or default want of proper are or misconduct on the part of the 

contractor of any on in their employee during the execution of the work. 

CLAUSE 65 : Execution of work included in the Contract : The Executive 

Engineer (E&M), shall have full power to send workmen on the premises to execute 

fittings and other works not included in the contract and for which the contractors 

shall afford every reasonable facility during ordinary working hours, provided that 

such operations shall be carried on in such a manner as not to impede the progress 

on the work included in the contract. The contractors as shall not however be 

responsible for any damage, which may happen to or be occasioned in the execution 

of any such fittings or other works. 

Contractor. 


41 

ADDITIONAL TERMS AND CONDITIONS OF CONTRACT 

1. The work covered by the contract shall be carried out in accordance with the 

relevant specifications contained in the standard specifications book, published 

by Govt. of Maharashtra, P.W. Department, as per the latest edition of the same 

(hereinafter called the Standard Book of Specifications) subject further to the 

attached specifications. Where these two contradict, the latter holds good. 

2. A work order will be maintained by Department, on the site of the work, and the 

contractor will sigh orders given therein by the Executive Engineer (E&M), his 

representative and his superior officers and comply with them. 

3. The site of work shall be cleared by the contractor before starting the work and 

after completing it to the satisfaction of the Engineer (which means the Engineer 

in charge or his representative). This will include cutting of trees, shrubs and 

removing grass, dismantling and removing remains of old masonry, loose 

boulders and stone etc.. The cost of this will be deemed to have been included in 

the tendered rates for the several items. 

4. The contractor shall provide free of charge all labour and material required for 

lining out, surveying and measurement of work etc. He will similarly provide 

such aids as decided by Executive Engineer (E&M), as are considered necessary 

for the proper and systematic execution of the work. 

5. Where the proper measurement of work, it is necessary to have an initial set up 

leaves taken, the same as recorded in the authorized filed book by the Executive 

Engineer (E&M) or his authorized representative will be signed by the contractor 

who will be entitled to have a true copy of the same on demand. Any failure on 

the part of the contractor to get such levels before starting the work will render 

him liable to accept the decision of the Executive Engineer (E&M) as to the basis 

of taking measurements. Likewise the contractor will not cover any work which 

will render its subsequent measurement difficult or impossible, without first 

getting the same jointly measured by himself and the authorized representative 

of the Executive Engineer (E&M). The record of such measurements on to 

Department s side will be signed by the contractor and he will be entitled to have 

a true copy of the same on demand. 

6. All work before being finally taken over by MIDC will be entire liability of the 

contractor for guarding, maintaining and making good any damage of any 

magnitude. Interim payments made for such work will not after this position. 

The handing over by the contractor and taking over by the Executive Engineer 

(E&M), or his authorized representative, will be always in writing, of which 

copies will go the Executive Engineer (E&M), his authorized representative and 

the contractor. It is, however, to understand that before taking over such work 

MIDC will not put it to its regular use distinct from casual/incidental one. 

Contractor. 


42 

7. Orders issued by the Superintending Engineer of MIDC from time to time 

regarding the conduct of the work shall be binding on the contractor. 

8. The quantities, specified in the contract are only approximate and may vary 

either way to any extent. No claims, demands, of compensation or increased rate, 

shall be entertained for variations in quantities on higher and lower side to any 

extent. 

9. It will be deemed that the contractor before tendering has thoroughly inspected 

and investigated the work site and carried out his own investigations to arrive at 

the rates quoted in the Tender. In this regard he will be given necessary 

information to the best of the knowledge of the Department but without any 

guarantee about its full proof ness. 

10. Excavation items include, if met with dewatering, whether specified or not had 

the rates quoted are deemed to be inclusive of this. 

11. The materials supplied or used in the work under this contract will be according 

to the following and other specifications herein the tender and those specified in 

the Standard book of Specification for the relevant items. Where these two 

contradict, the former holds good. 

12. The tendered rates for supply of materials are for delivery of materials properly 

stacked in regular heaps or otherwise as directed for facility of measurement 

before use. In case of road materials the same will be stacked by the roadside as 

directed. 

13. No material shall be removed from the road/ land, except for excavation of 

gutters, or any other adjoining land unless permitted in writing subject to such 

conditions as the Executive Engineer (E&M) may specify. The contractor is liable 

for the damages/compensation arising out of disregard of this condition. 

14. Materials will not be stacked at places were they are likely to be damaged or lost. 

The contractor will have no claim for any loss on this account. If such materials 

has been paid for and is subsequently lost before use in the work the contractor 

will make good the loss. 

15. Before stacking any approved material, the same shall be freed from all foreign 

materials, if any. The material shall be stacked on cleared and leveled ground., 

The size of the stacks shall be as approved by the Executive Engineer (E&M) and 

road metal and murum stacks for the same size will be adopted allover. Any 

rubble, oversize or size metal stacks shall not be of size less than 6 x 1.5 M. in 

plan and 1 M. in height. 

16. The orders of collection and utilization of materials will be decided by Executive 

Engineer (E&M)/ his authorized representative so as to ensure orderly work. 

Contractor. 


43 

17. The materials will be stacked in a natural way without any attempt whatever to 

leave voids. 

18. The measurement of the road and building materials shall be without any 

deduction for voids. 

19. When the items so indicated, no materials will be used without first having been 

measured by regular stacks. The whole of the quantity of particular materials 

required for a sizeable section of work shall have been first collected before it can 

be measured and used. The same material will either have been all collected/the 

collection will not have been started at all before the material collected in the 

section under reference has been all used. 

20. All materials used supplied under the contract items shall conform to the 

specifications in the Standard Book on specification and those given herein, if 

any, and in every case, a sufficiently large sample will be got approved from the 

Executive Engineer (E&M) before hand, before bringing any further quantities on 

site for sue on work and these samples shall be maintained for all the time for 

verification of materials brought thereafter on the site. 

21. Any material not conforming the approved sample, shall be removed from the 

site forthwith and in any case not later than time specified by the Executive 

Engineer (E&M), failing which the same will be removed and disposed of by the 

Executive Engineer (E&M) at the risk and cost of contractor, as he deems fit and 

the contractor will have no claim whatsoever for the same. If at any time it is 

found that under specification materials ( and also workmanship) have been used 

in the work notwithstanding the fact that the work has been carried out under 

the supervision of the Department, the Executive Engineer (E&M)’s decision as to 

how the case is to be disposed off will be final, he may get such work entirely 

removed or may accept it at any reduced rate in his unfettered discretion, 

including no payment whatever. 

22. The contractor will have to construct a shed for storing controlled and valuable 

materials issued to him under schedule ‘A’ of the agreement, at work site, having 

double locking arrangement. The material will take for use in presence of the 

departmental person. No material will be allowed to be removed from site of 

work. 

23. Under no circumstances shall any contractor be entitled to claim enhanced rates 

for any items in this contract. 

24. The contractor shall study all the plans, specifications and other terms and 

conditions of the contract carefully before tendering and shall also inspect the site 

and get self acquainted with nature of work and local conditions regarding the 

availability of labour, material, source and sufficiency of water supply required 

for the execution of the work and site conditions rivers, nallas topography etc. 

existing roads, means of communications and access to site of work etc. 

25. The contractor shall submit, within 1 month from the date of work order of 

MIDC, design and drawings to the Executive Engineer (E&M) after getting the 

Contractor. 


44 

letter of approval of design from Competent Authority, the contractor at his own 

expenses clear the site and take up the provisional and final setting and carry out 

the work under the supervision of his responsible representative and shall 

provide necessary material, labour tools, instruments etc. required for the same., 

The line and setting out shall be done most accurately and it shall be the full 

responsibility of the contractor for correctness of the position, level, dimensions, 

alignment etc. of all parts of the work and if at any time during the execution, 

any error appears/arises, the same shall be rectified by the contractor at his own 

cost. The checking of any setting out/line/level by the Engineer shall not in any 

way absolve the contractor of his own responsibility for the correctness thereof. 

The contractor shall protect and preserve all benchmarks, site rails etc. used for 

setting out of the work. 

26. The contractor shall, if necessary construct temporary roads and maintain these 

in proper condition till the completion of work at his own cost. If necessary, he 

shall also at his own cost, make necessary arrangement for acquisition of land for 

construction of such temporary road or for any other purpose in connection with 

the execution of work. 

27. The contractor shall comply with all proper and legal orders and direction of the 

local/public authority/ municipality and abide by their rules and regulations 

and pay all such fees and charges, which he may be liable to No. Reimbursement 

of such fees and charges will be made by the department. 

28. The contractor shall inform the Engineer in charge in writing when any portion 

of the works is ready for inspection giving him sufficient notice to enable him to 

inspect the same without regarding the further progress of work. The work shall 

not be considered to have been completed in accordance with terms and contract 

until the engineer in charge shall have certified in writing to that effect. 

29. If contractor desires to use any design/material/ process covered by letter “ 

Patent” or “ Copy Right”, it shall be responsibility of the contractor to observe all 

legal formalities for the use of the same. 

30. In the event of there being reasonable doubt as to the quality of workmanship 

and material used in the construction, the Engineer in charge may order to the 

contractor to satisfy the department by carrying out suitable test of structure or 

part thereof. In the manner as prescribed in clause on page 53 of the Indian Std. 

code for practice for PCC and RCC for general building construction and as per 

Std. specification on department as may be approved by the Engineer in charge 

regarding the sufficiency wherever necessary at his own cost to the entire 

satisfaction of the Executive Engineer (E&M). 

31. All the laboratory equipments required for the field test of materials, concrete, 

steel shall be arranged by contractor at his own cost. 

32. The contractor shall take all precautions, due care against damage by floods, 

rains, storms, outbreak of fire and accidents. No compensation will be allowed to 

the contractor for his plants/materials lost, damaged by way of the above causes 

or other causes which is charge of the contractor. 

Contractor. 


45 

SCHEDULE “A” 


Replacement of damaged shutters of inspection chambers, Providing Paving blocks 

to pump house, Providing Cain at pure water pump house at WTP Lote and Ram, 

Shed & Collapsible shutters at Jackwell Wallope.. 

.. 

Schedule showing (approximately) the material to be issued to the contractor for 

works to be executed on this contract and the rate at which they are to be charged. 

Sr. 

No. 

Particulars. Quantity. Rate at which the 

materials is to be 

charged to the 

contractor with unit. 

Place of delivery. 

1 2 3 4 5 

NIL 

Terms and conditions for issue of materials under Schedule “A” are as 

under: 

1. Materials required in excess of the quantity may or may not be supplied by the 

Department. 

If not supplied, the contractor should make his own 

arrangements to provide the same, for which no extra claims will be 

entertained. 

2. All materials remaining unused after the completion of the works should be 

returned to the Department at stores. For the material remaining unused and 

not returned, recovery will be in effect at twice the issue rate of the material or 

the prevailing market rate at the time of completion of the work, whichever is 

higher. 

3. Considerable delay is likely to occur in getting the materials required to be 

conveyed by Rail, whether such materials are to be supplied by the corporation 

or by the contractor himself. The contractor, therefore, should submit indent 

for his requirement sufficiently in advance to allow for the period usually taken 

for supply of such material. No responsibility can be accepted for such delays 

in regard to supply of these materials. Every assistance will be given to obtain 

the supplies as quickly as possible. 

4. The Contractor should check the materials before they are issued to him. Any 

complaint after the material is once accepted by him will not be entertained. 

Contractor. 


46 

5. The contractor should make his own arrangements for storing the materials 

Contractor. 

issued to him, by constructing pucca shed which should be leak proof & should 

protect against moist climates. 

6. All other materials not included in the above schedule will have to be procured 

by the contractor from the open market at their own cost. 

7. The contractor shall maintain a regular account of consumption of the material 

issued to him by the department, either at cost or free of cost, and shall be 

produced when asked for. 

8. All conveyance chargers including loading and unloading operations for 

bringing the materials issued from the place of delivery of the site of work 

should be borne by the contractor. 

9. Weight of M.S. Round that will be issued under Schedule “A” will be computed 

on the basis of following table. 

Dia or 

Bar. 

Weight in K.G./Rm 

length of bar. 

Dia or Bar. Weight in K.G./Rm 

length of bar. 

6 mm. 0.22 22 mm. 2.92 

8 mm. 0.39 25 mm. 3.85 

10 mm. 0.62 28 mm. 4.83 

12 mm. 0.89 32 mm. 6.31 

16 mm. 1.58 36 mm. 7.99 

18 mm. 2.00 40 mm. 9.87 

20 mm. 2.46 

10. Incase of dispute or delegation in diameters, computation weight shall be made 

at a rate of 0.785 kg. Per Sq. centimeter of cross sectional area. 

11. The issue of steel from the stores stipulated in schedule A shall be basis of 

length of M.S. round measured in metric System to the nearest 10 mm length. 

The surplus steel after completion of work shall also be taken back and 

measured on the same basis. The M.S. rounds returned to departmental store 

shall be in the form of cut pieces whole lengths remaining unutilized and will 

be accepted as such, pieces of length one meter and above shall accepted. The 

percentage waste in the form of pieces of length below 1meter shall not be more 

than 1% of the tonnage quantity used in work. Any additional loss beyond 1 

percent stipulated above, shall be treated as used in an unauthorized and 

wasteful manner, and recovery at double the issue rate or market rate, 

whichever is more, shall be effected for such wasteful use of steel. 


47 



Price Variation Clause 

Accompaniment to the Government Resolution Public Works Department 

No. Cat/06/04/148 Dt.16.5.2005 

1. If during the operative period of the contract as defined in condition (i) below, 

there shall be any variation in the Consumer Price Index (New Series) for Industrial 

workers for MUMBAI centre as per the Labour Gazette published by the 

Commissioner of Labour,Govt.of Maharashtra &/or in the Wholesale Price Index for 

all commodities prepared by the Office of Economic Adviser, Ministry of Industry, 

Govt. of India, or in the price of petrol/oil & lubricants & major construction 

materials like bitumen, cement, steel, various types of metal pipes etc, then subject to 

the other conditions mentioned below, price adjustment on account of 

i) Labour component 

ii) Material component 

iii) Petrol, oil & lubricant components 

iv) Bitumen component 

v) HYSD & mild steel component 

vi) Cement component 

vii) CI & DI pipes component 

Calculated as per the formula hereinafter appearing, shall be made. 

Apart from these, no other adjustment shall be made to the contract price for any 

reason whatsoever. Component percentages as given below are as of the total cost of 

work put to tender. Total of labour, material & POL components shall be 100 & other 

components shall be as per actual. 

i) Labour component – K1 20% 

ii) Material component - K2 77% 

iii) Petrol, Oil & Lubricant components (K3) 3 % 

iv) Bitumen component Actual. 

v) HYSD & mild steel component Actual. 

vi) Cement component Actual. 

vii) CI & DI pipes component Actual. 

Note: if cement, steel, bitumen, CI & DI pipes are supplied on Schedule-A, then 

respective component shall not be considered. Also, if particular component is not 

relevant, same shall be deleted. 

Contractor. 


48 

1) Formula for Labour components : 

V1 = 0.85 P x K1 x L1-L0 

100 L0 

Where 

V1= Amount of price variation in Rupees to be allowed for labour component. 

P= Cost of work done during the quarter under consideration minus the cost 

of cement, HYSD & mild steel, bitumen, CI & DI pipes calculated at the 

basic star rates as applicable for the tender, consumed during the quarter 

under consideration. 

Star rates: 

K1= Percentage of LABOUR component as indicated above. 

L0= Basic Consumer Price Index for MUMBAI centre shall be average 

consumer price index for the quarter preceding the month in which the last 

date prescribed for receipt of tender falls. 

L1= Average Consumer Price Index for MUMBAI centre for the quarter under 

consideration. 

2) Formula for Materials components : 

V2 = 0.85 P x K2 x M1-M0 

100 M0 

Where 

V2= Amount of price variation in Rupees to be allowed for material component. 

P= Same as worked out for labour component. 

K2= Percentage of Material component as indicated above. 

M0= Basic Wholesale Price Index shall be average wholesale price index for the 

quarter preceding the month in which the last date prescribed for receipt of 

tender falls. 

M1= Average Wholesale Price Index for the quarter under consideration. 

3) Formula for petrol, oil & lubricant components : 

V3 = 0.85 P x K3 x P1-P0 

100 P0 

Where 

V3= Amount of price variation in Rupees to be allowed for POL component 

P= Same as worked out for labour component. 

K3= Percentage of petrol, oil & lubricant component as indicated above. 

P0= Average Price of HSD at MUMBAI, during the quarter preceding the 

month in which the last date prescribed for receipt of tender falls. 

P1= Average Price of HSD at MUMBAI, during the quarter under 


Contractor. 


49 

4) Formula for Bitumen Component: 

V4 = QB (B1 - B0) 

Where 

V4= Amount of price variation in Rupees to be allowed for bitumen 

QB= 

component 

Quantity of bitumen (Grade _____________ ) in Metric Tonnes used in 

the permanent works & approved enabling works during the quarter 


B1= Current, average ex-refinery price per metric tonne of bitumen (Grade 

_____) under consideration including taxes (octroi, excise, sales 

tax/VAT etc) during the quarter under consideration. 

B0= Basic rate of bitumen in Rupees per metric tonne as considered for 

working out value of P or average ex-refinery price in Rupees per 

metric tonne including taxes (octroi, excise, sales tax/VAT) of bitumen 

for the grade of bitumen under consideration during prevailing 

quarter preceding the month in which the last date prescribed for 

receipt of tender falls whichever is higher. 

5) Formula for HYSD & mild steel component: 

V5 = SO x (SI1 - SI0) x T 

SI0 

Star Rate : Tor Steel i) 8 mm to 10 mm dia. Rs. 32,070/- 

ii) 12 mm dia. And above Rs. 31,800/- 

Where 

V5= Amount of price variation in Rupees to be allowed for HYSD/mild 

steel component 

SO= Basic rate of HYSD/mild steel in rupees per metric tonne as considered 

for working out value of P. 

SI1= Average Steel Index as per RBI Bulletin during the quarter under 


SI0= Average of Steel Index as per RBI Bulletin for the quarter preceding the 

month in which the last date prescribed for receipt of tender falls. 

T= Tonnage of steel used in the permanent works for the quarter under 


6) Formula for cement component 

V6 = CO x (Cl - CI0) x T 

Cl0 

Where 

V6= Amount of price escalation in Rupees to be allowed for cement 

component. 

CO= Basic rate of cement in rupees per metric tonne as considered for 

working out value of P. 

CI1= Average Cement Index published in the RBI Bulletin for the quarter 


Contractor. 


50 

CI0= Average of Cement Index published in the RBI Bulletin for the quarter 

preceding the month in which the last date prescribed for receipt of 

tender falls. 

T= Tonnage of cement used in the permanent works for the quarter under 

consideration. (Star Rate Rs. 270/- per bag.) 

7) Formula for CI/DI pipe Component: 

V7 = QD x (D1 - D0) 

Where 

V7= Amount of price escalation in Rupees to be allowed for CI/DI pipe 

component 

D0= Pig iron basic price in Rupees per tonne considered for working out 

value of P. 

D1= Average pig iron price in Rupees per tonne during the quarter under 

consideration (Published by Kirloskar ). 

QD= Tonnage of CI/DI pipes used in the works during the quarter under 


The following conditions shall prevail: 

i) The operative period of the contract shall mean the period commencing 

ii) 

from the date of the work order issued to the contractor & ending on the 

date on which the time allowed for the completion of work specified in the 

contract for work expires, taking into considering the extension of time, if 

any, for completion of the work granted by Engineer under the relevant 

clauses of the Conditions of Contract in cases other than those where such 

extension is necessitated on account of default of the contractor. The 

decision of Engineer as regards the Operative Period of the contract shall 

be final & binding on the contractor. Where any compensation for 

liquidated damages is levied on the contractor on account of delay in 

completion or inadequate progress under the relevant contract provisions, 

the price adjustment amount for the balance of work from the date of levy 

of such compensation shall be worked out by pegging the indices L1, M1, 

C1, P1, B1, SI1, CI1 to levels corresponding to the date from which such 

compensation is levied. 

This price variation clause shall be applicable to all contracts in B1, B2 & C 

forms but shall not apply to piece works. The price variation shall be 

determined during each quarter as per formula given above in this clause. 

Contractor. 


51 

iii) Price variation under this clause shall not be payable for the extra items 

required to be executed during the completion of the work & also on the 

excess quantities of items payable under the provision of Clause 14/41 of 

the contract form B1/B2 respectively. Since the rates payable for the extra 

items or the extra quantities under Clause 14/41 are to be fixed as per the 

current DSR or as mutually agreed to yearly revision till completion of 

such work. In other words, when the completion / execution of extra items 

as well as extra quantities under Clause 14/41 of the Contract Form B1/B2 

extends beyond the operative date of the DSR, then rates payable for the 

same beyond that date shall be revised with reference to the current DSR 

prevalent at that time on year to year basis or revised in accordance with 

mutual agreement thereon, as provided for in the contract, whichever is 

less. 

iv) This clause is operative both ways ie.if the price variation as calculated 

above is on the plus side, payment on account of the price variation shall 

be allowed to the contractor & if it is on the negative side, MIDC shall be 

entitled to recover the same from the contractor & the amount shall be 

deductible from any amounts due & payable under the contract. 

v) To the extent that full compensation for any rise or fall in costs to the 

contractor is not entirely covered by the provisions of this or other clauses 

in the contract, the unit rate & price included in the contract shall be 

deemed to include amount to cover the contingency of such other actual 

rise or fall in costs. 

Contractor. 


52 



Clause of Insurance of work 

1. As per the guidelines of the Directorate of Insurance, Maharashtra State, the 

contractor should protect his work and workers by insurances, under 

appropriate insurance policy of Government Insurance Fund. 

2. Before commencement of work the contractor should produce the details of 

insurance policy / certificate of insurance after insuring the work and 

workers employed, by himself or through any other agency, on that work, 

From Govt. Insurance fund or its authorized insurance company or agent. 

3. If the work is started without producing details of insurance policy, the 

amount of premium at the rate of 1% of the cost of the work done will be 

deducted from R.A. bills and same will be deposited to Government 

Insurance Fund. 

Contractor. 


53 



Ex-Employee Certificate 

(Tobe submitted in 1 st envelope separately) 

I/We hereby declare that in the formation of our Company. Either by 

way of partnership or consultant, no MIDC ex-employee has been on the enrollment 

of the Company. 

It is further to certify that the ex- employee of the MIDC, who has 

joined the Company, has completed 2 years from his date of resignation from MIDC 

or from the date of retirement from MIDC. 

Contractor. 


54 



Registration Under Contract Labour Act-1971. 

While submitting the tender the tenderer should note that he/they 

should produce the certified copy of Registration in prescribed form issued by 

Labour commissioner under contract labour Act, 1971, as much as they are directly 

employing the workers for execution of the contract works awarded to them by 

MIDC and comply with the provision of the Act. After acceptance of the tender by 

MIDC, the contractor has to give intimation about work order and get this particular 

work registered within a period of 15 days from the date of issue of work order, 

from labour commissioner under contract labour Act-1971, failing which no 

permission will be granted to continue further work under the agreement. 

Contractor. 


55 



QUALITY AUDIT CLAUSE 

The contractor shall not the following exercise of quality audit of the 

works shall be carried out by nominated authority from MIDC. 

1) The quality audit of the work shall be exercised by MIDC’s nominated 

authority deputed by competent authority at a stage when 80% of the work is 

completed. 

2) The contractor should remain present at site when quality audit of the work is 

being exercised along with all test reports and necessary documents for the 

works. 

3) Balance 20% payment will be released only after compliance of the points / 

remarks by the quality audit with proper reasoning to the competent 

authority. 

4) The contractor has to make all necessary rectification’s alternations to the 

work executed, as suggested by the officer nominated for conducting quality 

audit, without any extra cost. If the contractor fails to do so, or does not 

intend to do so, then the probable amount required for the rectification shall 

be withheld from the bills and other due payable to the contractor. The 

contractor shall be liable to pay suitable compensation as decided the 

Superintending Engineer. 

Contractor. 


56 



Value Added Tax Act, 2002 

1. The tendered rates shall be inclusive of all taxes, rates and cesses and shall 

also be inclusive of the tax leviable in respect of works contract under the 

provision of the Maharashtra Value Added Tax Act, 2002. 

2. The contractors who submit the tenders should necessarily be a Registered 

dealer under the Maharashtra Value Added Tax Act, 2002. 

3. The contractor shall submit the Registration Certificates as registered dealer 

under the Maharashtra Value Added Tax Act, 2002 at the time of submission 

of tenders or at the time of issuing the work order. 

4. MIDC will deduct this tax at source at 2% (for registered dealer) and 4% (in 

any other case) of the value of work done as per Section 31 of Maharashtra 

Value Added Tax Act, 2002 and Notification No. VAT-1505/CR- 

123/Taxation-1 dated 01.04.2005. TDS Certificate to this effect will be issued 

by MIDC.” 

Contractor. 


57 



Defect Liability & Maintenance Clause 

1) The Contractor will have to give guarantee on stamp paper of Rs. 100/- for the 

work executed under the agreement for a period of 2 years from the date of 

completion of work. During this period of 2 Years the contractor will have to 

execute all repairs and damages caused due to any reason for one work executed 

by him under the agreement without charging any extra cost. 

2) The Contractor will have to maintain the work executed by him in good 

condition during the guarantee period. 

3) The Contractor will have to carryout repairing work within 8 days from the date 

concerned authority informs the damages/repairs to the contractor. 

4) During the guarantee period, if the company/contractor’s firm gets dissolved or 

some new partners are introduced then the responsibility of the guarantee period 

will have to be borne by the new company/contractor’s firm. 

5) For enforcing the guarantee the security deposit 8% paid by the agency shall be 

released as under. 

i) Initial Security Deposit 3% paid in the form of D.D. shall be released along with 

final bill. 

ii) The remaining 5% security deposit recovered in cash through R.A. bills shall be 

released after the expiry of defect liability period of 2 years and only after the 

joint inspection of Executive Engineer and the representative of the contractor 

and if the work is found to be satisfactory and ensuing, the recovery of cost of 

any defects covered during the period 

6) If certain repairs/ damages of work are neglected by the contractor, the same 

shall be carried out by the department at the risk and cost of the contractor and 

cost of the same will be recovered from the amount of security deposit. 

Considering the guarantee to be offered by the contractor, it is 

requested that the contractor should thoroughly inspect the site of work and study 

the site conditions before quoting for the work. 

Contractor. 


58 



CLAUSE FOR MULTIPLE BIDS 

The bidder may submit more than one bid, each consisting of envelope 

No.1 and envelope No.2 for the same work provided that, 

1) The DDs for EMD and cost of blank tender form & other technical 

requirements and financial criteria have to be fulfilled by the bidder, 

complete in all respect in at least once of the bids of same work and 

this envelope containing DDs for EMD and cot of blank tender form 

alongwith technical requirements and financial criteria shall be 

considered for further action about the bid. Part/ incomplete 

submission of technical and financial documents in this envelope 

with amount to disqualification. 

2) Out of multiple bids submitted by a bidder, the best in the interest of 

MIDC, amongst these bids, shall be considered for evaluation of 

offers. 

Contractor. 


59 



CLAUSE FOR REIMBURSEMENT OF TAXES/ DUTIES. 

While submitting the tender, the contractor shall consider prevailing 

taxes and duties on the date of submission. In case there is statutory increase in the 

taxes/ duties, the contractor shall submit documentary evidence for the payment of 

the same. On verification of the documents, the reimbursement will be made if there 

is increase. In case there is reduction in the statutory taxes, duties, deduction will be 

effected. It may also be noted that this clause is not applicable if there is in increase 

in the octroi during execution of the work. 

Contractor. 


60 



WORKERS WELFARE CESS RULES, 1998.. 

A) Recovery of labour cess for works of MIDC. 

i) In respect of works of MIDC. Initially the estimated cost of tendered cost 

whichever is higher shall be considered as cost of consideration for working 

out the labour cess. 

ii) The contractor will have to initially pay 75% of the amount of labour cess so 

worked out to MIDC. Only after receipt of the cess form the contractor, the 

work order shall be issued to the contractor. MIDC will remit the same Bank 

A/c No. 004220110000153 of Maharashtra State Building and other 

construction Labour Welfare Board at Bank of India as specified the GR dtd. 

17.06.2010. 

iii) The actual cost of the work shall be assessed/ arrived after one year from the 

date of work order or at time of pre final bill and the labour cess shall be 

worked out on the basis of actual cost of the work executed by the contractor. 

The balance amount of cess as mentioned above will be recovered from the 

final bill/ pre-final bill and remitted in to Bank as stated above. 

iv) The final bill shall be paid to contractor after the recovery of balance amount 

of Labour Cess. 

v) In order to recover the labour cess for the works under taken by MIDC the 

following clause shall be included in all the tenders invited henceforth. 

While submitting the tender, the contractor shall consider prevailing taxes and duties 

on the date of submission. In case there is statutory increase in the taxes/ duties, 

the contractor shall submit documentary evidence for the payment of the same. On 

verification of the documents, the reimbursement will be made if there is increase. In 

case there is reduction in the statutory taxes, duties, deduction will be effected. It 

may also be noted that this clause is not applicable if there is in increase in the octroi 

during execution of the work. 

Contractor. 


61 



CLAUSE FOR RECOVERY OF LABOUR CESS 

The Govt. of Maharashtra vide its decision dated 17/06/2010 has 

decided to recover Labour cess on all the construction works undertaken by Govt., 

Public sector undertaking and Municipal Corporation, Municipal Councils Gram 

Panchayat etc. The contractor are therefore requested to note that labour cess, at 

1% of the cost of construction (excluding land cost) arrived at after deducting 

amount of compensation if any paid to the workers or their relatives under workers 

under workers compensation Act 1923 will have to be paid by them. 

The contractor shall initially pay 75% amount of the labour cess worked 

out on the basis of estimated cost or tendered cost which ever is higher to the MIDC 

at the time of execution of agreement. Only after payment of the cess, work order 

shall be issued to the contractor. 

a) The actual cost of the work shall be assessed / arrived after one year from the 

date of work order or at time of pre final bill and the labour cess shall be 

worked out on the basis of actual cost of the work executed by the contractor. 

The balance amount of cess shall be recovered from pre-final/ final bill. 

b) The final bill shall be paid to the contractor after the recovery of balance 

amount of Labour Cess for the said work. 

Contractor. 


62 



General Specifications 

1. The contractor should carefully examine the site conditions, make all the 

necessary investigation before quoting his rates. 

2. The contractor shall engage in authorised all time agent on this work capable of 

engaging and guiding the work and understanding the specifications. He will 

take orders as will be given by th4e Executive Engineer (E&M) or his 

representative and shall be responsible for carrying them out. This agency shall 

not be changed without prior intimation to the Executive Engineer (E&M) and 

his representative on the work site. 

3. The contractor will take all the precautions during the execution of work so as to 

cause any damage to any property and shall be responsible to make it good as 

directed by the Executive Engineer (E&M). 

4. Alignment and Bench marks : The alignment of the work is required to be made 

on ground as per plan and according to Deputy Engineers instructions. The 

temporary B.M. pillars is required to be prepared by the contractor, for getting 

correct levels, of work. The required temporary pillars are also to be created 

along side of alignment. 

5. Materials : Unless otherwise provided in the contract, all the materials required 

for the work are to be provided by the contractor. All the materials to be used in 

the work shall be of the best quality and must be got approved before they are 

used in the work. All these materials shall also confirm to the item wise 

specifications attached separately. All materials which are rejected shall be forth 

with removed from the site. 

The stacks of material measured shall simultaneously marked by the 

contractor by white lines as directed by the Executive Engineer (E&M) or his 

representative. 

6. Labour rates and Labour payments : All the acts and rules regarding payments 

and other conditions of employing labour on the work shall be binding on the 

contractor. The provisions of workmen’s compensation Act are also binding on 

Contractor. 


63 

the contractor who shall be responsible for making all payment due under the 

Act in case of accident. 

7. Petty items : All petty items occurring in the works and as found necessary shall 

be carried out as per standard specification book No. 1 and II as per the orders of 

Executive Engineer (E&M) or his representative. 

8. Damages to Public Property : The contractor is expected to carry out the work 

in such a manner as not to cause any damage to the public property. Increase 

any damage occurs to public property on account of negligence or otherwise by 

the contractor, he shall be fully responsible for making good the damages caused 

by him entirely at his cost. 

9. Safety of materials and recoveries : The contractor shall use the materials 

supplied to him by the department at free of cost very properly and 

economically. The contractor shall be responsible for proper handling and safe 

custody of materials so issued to him. The materials remaining unused after 

completion of work shall be returned by the contractor at the department’s store 

as directed. The department will accept only such materials as are in perfect 

condition. If any of the materials issued to the contractor are found 

short/damaged the cost therefore shall be recovered from the contractor at 

double the rate which it was purchased by the Department or the market rate 

prevailing, at that time, whichever is higher. The contractor shall maintain a day 

to day account of materials issued to him by the department and shall produce it 

to the Engineer in charge. 

10. Water supply : The contractor will make his own arrangements for water 

required for constructing purpose. However, if possible, required quantity of 

water for the purpose of construction and day to day use of labour etc. will be 

made available from the existing MIDC system. Necessary water connection will 

be given by MIDC as per water supply rules and regulations and all cost of 

materials and labours for providing and laying the lines and providing adequate 

storage etc are to be borne by the contractor. Water supply will be made 

available, if possible at the rate fixed by MIDC from time to time and these 

charges shall be paid monthly by the contractor. 

Contractor. 


64 

11. Supervisory Staff: The contractor shall engage on the work a qualified and 

experienced supervisor capable of managing and guiding the work properly. 

The Supervisor shall be authorised by the contractor in writing to receive the 

orders issued by the Engineer in charge from time to time. The contractor shall 

be responsible for carrying out these orders promptly. 

12. Work order book : Department will maintain work order book at the site of 

work. The contractor or his authorised shall sign all the instructions received 

therein, in token of having received the same and shall comply with them 

forthwith. 

13. Cleaning of site: The contractor shall clear the site of work before starting work 

and after completing it. The work of cleaning the site includes cutting of trees, 

shrubs, bushes, grass, removing construction such as stacks of various materials, 

underground pipes etc. and also rearranging the same as directed by the 

Engineer in charge. The cost of cleaning the site as explained above stands 

included in the unit rates for various items of work and the department shall not 

make any extra payment what so ever on that account. All the materials 

obtained in clearing the site shall be the property of the Corporation. 

14. Progress of Work : The contractor shall carry out the work to the programme 

chalked out by the department from time to time. He will also not be allowed to 

proceed with the work in scattered manner. 

15. Accidents: Should any accidents, fatal or otherwise occurred a detailed report 

about the same shall be made promptly by the contractor to Engineer in charge, 

Public authorities and relatives of the persons who met with the accident, and all 

costs involved therein shall be borne by the contractor. 

16. Taxes : The rates quoted by the contractor shall be deemed to include all taxes 

octroi and such other charges in force prevailing during the tender of work. 

17. Housing Arrangement : The contractor shall have to make temporary 

arrangements for housing to his employees and the necessary arrangements of 

public health are to be provided by the contractor, as provided in the contract 

labour ( Regulation and Abolition)Act, 1971. 

Contractor. 


65 

18. Electric Connection and Telephone lines: All installations such as electric 

cables, telephones wires, water lines, sewer lines, manholes, natural drainage, 

CD works, storm water drains etc. coming in the way shall be looked after 

carefully. The protection and support against any damage, which otherwise will 

have to be made by the contractor at his own cost. 

19. Strength of Labour : The contractor shall submit weekly report to the Deputy 

Engineer, regarding strength of labour both skilled and unskilled employed by 

him on the work in proforma as prescribed by the contractor from time to time, 

as the special type of work demands. 

20. Progress of work : The contractor shall complete the work as per direction of 

Engineer in charge as per programme prefix with Deputy Engineer and the 


If the contractor fails to complete the work as per this condition the 

contactor is liable for action under clause 2 of the contact. 

Contractor. 


66 




Replacement of damaged shutters of inspection chambers, Providing 

Paving blocks to pump house, Providing Cain at pure water pump 

house at WTP Lote and Ram, Shed & Collapsible shutters at Jackwell 

Wallope. 

Scope of work and Brief Note 

MIDC E&M Sub-Dn. Chiplun is looking after the water supply scheme to Lote 

Parshuram Indl. Area. Jackwell is constructed at Wallope on Vashiti River. 24 

MLD WTP is established at PirLote. 700 mm dia M.S. Rising main is laid from 

Wallope Jack well to WTP Lote. 

Now the work of replacement of 250 Hp LT pumps by 600 Hp HT pumps is 

being carried at Jack well Wallope. For this new pumping machinery, it is essential 

to replace the front side and back side shutters for easy entry to the panels, motors 

etc. also RAM is to be made for easy loading unloading. The shed is to be 

constructed at the open space on the other side at Jack well pump house. For 

erection of new panels it is essential to shift the old panels towards the front side and 

new panels are to be erected at the old panels place. For this it is essential to 

construct the masonry. All these works are considered for execution at Jackwell. 

As this is the time bound work and to be carried at running pump house, due care to 

be taken. 

The works of replacement of shutters to the Inspector Chambers at WTP Lote 

and Providing Paving blocks near the pure water pump house Lote for walkway are 

considered in the tender. The operator cabin is also considered in the tender in the 

pure water pump house at Lote. 

The tenderers are requested to visit the site of work for understanding the 

scope of work . The rebate for collapsible shutter and door are considered in the 

tender., The tenderer may visit the site before quoting the rates. 

Contractor. 


67 


( A Government of Maharashtra Undertaking.) 

Name of work : M&R to W/S/S/ at Lote…… 

Replacement of damaged shutters of Inspection Chambers, Providing 

Paving blocks at enternace to pump house , Providing Cabin at pure 

water pump house at WTP Lote and Ram, shed & Collapsible 

shutters at Jackwell Wallope. 

SCHEDULE B 

Item 

No. 

1 

Qty 

Item No. With Description. 

Providing and fixing anodised aluminium fixed glazing 

shutter with outer frame made up of bottom section as per 

requirement including 6 mm thick clear sheet glass fixed by 

means of triangular clips or flush glazing system, with rubber 

gaskets as approved by the dept., including finishing, 

cleaning, polishing the aluminium section with petrol and / or 

other agents as specified by the manufacturer etc. complete. 

Unit Rate Amount 

40.00 a) Aluminium section used. Kg. 320.00 12800.00 

5.00 b) 6 mm thick sheet glass used Sq.M 636.00 3180.00 

2 31.00 

Removing tiled flooring in all types of tiling or flooring i.e. 

Shahabad, Kotah, Cement, Marble mosaic, Glazed, Ceramic 

tiles etc. including stacking the materials as directed with all 

Sq.M 30.00 930.00 

leads & lifts. 

3 31.00 

Providing and laying white glazed tiles conforming to 

IS:777-1989 for flooring including 20 mm thick cement mortar 

1:4 including neat cement float, filling joints with neat cement 

slurry, curing and cleaning complete (Indian make glaze tiles Sq.M 860.00 26660.00 

of standard make) 

a) 150 mm x 150 mm first quality white tiles. 

4 14.00 

Providing and fixing in position plywood partition with C.C. 

teakwood frame work of 50 x 75 mm in 1.2 m x 1.2 m size 

panels including one coat of wood primer and two coats of 

synthetic enamel painting etc. complete. 

Sq.M 1208.00 16912.00 

5 0.10 

6 1.80 

c) 6 mm thick plywood from both side of frame 

Providing and fixing best quality superior Indian teak wood 

frame for doors, windows and ventilators including all 

moulding, rebating, jointing, hold fasts of MS flats of minimum 

size 20 x 3 mm, having length of 225 mm for doors & 150 

mm for windows and finishing with 3 coats of French polish or 

one coat of primer and synthetic enamel paint in two coats as 

directed etc. complete. 

Providing and fixing readymade fully paneled door shutters 

with 'C' class hard wood styles and rails conforming to 

IS:1003-1991edition with chemically treated pressure 

treatment as per IS:401-1990 and kiln seasoned as per 

IS:1141-1993, 12 mm thick teak wood particle board bonded 

with phenol pharmaldehyde synthetic resin as panels having 

commercial veneer on both faces and painted with pink wood 

primer etc complete with one coat of primer and 2 coats of 

synthetic enamel paint. 

c) 40 mm style. 

Cum. 

90640.0 

0 

9064.00 

Sq.M 2300.00 4140.00 

Contractor. 


68 

7 13.00 

8 2.00 

9 7.00 

10 5.00 

11 10.00 

12 10.00 

13 20 

14 20 

15 17.1 

Providing and fixing hinges manufactured as per best 

engineering practice or as per IS wherever they apply for 

door & windows with necessary materials and labour costs 

etc. complete. 

D] Standard Stainless Steel hinges 

Providing and fixing aldrops of 16 mm diameter bars 

manufactured as per best engineering practice wherever they 

apply for doors and windows with necessary materials and 

labour etc. complete. 

D] Standard Stainless Steel make Aldrop (IS:2681-1993) 

Providing and fixing tower bolts 12 mm diameter as per best 

engineering practice conforming to IS:204-1992 (Part I,II) for 

doors & windows with necessary materials and labour 

complete. 

c) Standered Stainless steel make. 

Providing and fixing handles manufactured as per IS:208- 

1992 for doors and with all materials like screws etc. and all 

labour complete. 

D) Standered Stainless steel 

Nos. 50.00 650.00 

Nos. 50.00 100.00 

Nos. 470.00 3290.00 

Nos. 34.00 170.00 

Providing and fixing hydraulic door closer manufactured as 

per best engineering practice as per IS:3564 for doors and 

windows with necessary materials and labour cost etc. Cum. 760.00 7600.00 

complete. 

a) Light ( for shutter weight up to 35 kg) 

Excavation in trenches, pits, pipe lines, foundations, column 

footings, walls etc. in earth’s soils of all types, gravel, 

sand, soft & hard murum, and boulders up to 0.03 cum. 

size including removing the excavated material upto a 

distance of 50 M beyond the edge of excavation including the 

initial lift of 1.5 M, stacking or spreading as directed, bailing of Cum. 140.00 1400.00 

sub-soil water if any preparing base for foundation etc., and 

back filing the excavated pit or trench using the excavated 

material in layers including watering and ramming as required 

or as directed by Engineer-In-charge, including all labour and 

materials complete. 

Providing murum bedding below pipeline and filling on the 

top of the pipeline with selected material in 15 to 20 cm 

layers including watering, ramming etc. complete. Cum. 140 2800 

c) With material brought by contractor from MIDC area. 

Providing and fixing in line & level paver blocks as specified. 

The paver blocks shall confirm to BS 6717 ASTM C 936 - 96 

including providing and preparing sand beds as specified, 

fixing blocks in position at site, filling the joints by jointing 

sand, compacting the blocks by plate vibrator including filling 

the side joints by m-20 grade cement concrete if required etc. 

complete. 

a) 60 mm thick (strength 35 M pa) on sand bed 30 mm thick 

Providing and fixing in position collapsible steel shutters 

with vertical channels 20 x 10 x 2 mm & braced with flat iron 

diagonals 20 x 5 mm size top & bottom T section 40 x 40 x 6 

mm size 30 mm steel pulleys complete with bolts-nuts, 

locking arrangements, stoppers, handles and painting of two 

coats of synthetic enamel over 1 coat of red oxide zinc 

chromate primer and 2 coats of synthetic enamel paint. All 

labour and materials complete. 

Sq.M 950.00 19000.00 

Sq.M 2500.00 42750.00 

Contractor. 


69 

16 0.7 

17 111 

18 9.3 

19 2 

20 2.5 

21 

Providing, transporting, cutting, fabricating, welding, hoisting 

and erecting in position welded or bolted structural steel 

work with tubular sections using ERW tubes of various 

diameters erecting using devices like derricks, cranes or any 

other suitable guys etc. and final bolting, welding, testing as 

may be required including two coats of red oxide zinc crome 

paint and two coats of synthetic super enamel paint of 

approved colour & shade all materials and labour complete. 

Providing 6 mm thick asbestos cement corrugated sheet 

conforming to IS: 459-1992, for roofing and laying the same 

in position as per the stipulation in IS: 3007-1991 including 

galvanized iron L or J hook bolts, and galvanized iron and 

bituminous washers, galvanized iron clamps, nuts and bolts 


Dismantling BB Masonry in lime or cement mortar and 

stacking the material as directed with all leads & lifts 

complete. 

Removing doors and windows with frames & shutters 

fixed in position and stacking them with all leads & lifts as 

directed. 

Dismantling Stone Masonry in cement mortar or lime mortar 

and stacking the material as directed with all leads & lifts 

complete. 

Providing and laying in position plain cement concrete 

using granite or black trap graded metal including mixing in a 

mechanically operated mixer, dewatering, compacting, curing 

as required complete for all lifts up to a + 5 m. above or 

below the ground level where concrete is proposed, including 

centering/shuttering using ordinary Portland cement. 

MT 

49300.0 

0 

34510.00 

Sq.M 375.00 41625.00 

Sq.M 200.00 1860.00 

Nos. 95.00 190.00 

Cum. 250.00 625.00 

2.5 b) In 1:3:6 proportion. Cum. 3600.00 9000.00 

Providing II nd class burnt brick masonry with conventional 

22 17 

type bricks in cement mortar for super structures upto 5.0 M 

height above plinth level of building or super structures or first 

floor including striking out joints on face where plaster is to be 

done scaffolding curing etc complete. 

Cum. 3000 51000.00 

23 48 

24 

b) 1:6 Cement Mortar. 

Providing plaster in cement mortar in 1:3 without neeru 

finishing to concrete or masonry surface in all position 

including scaffolding and curing complete. SqM 105 5040.00 

a) 6 mm. thick single coat 

Rebate for 

1 1) M.S. Collapsible shutter No. 2500.00 -2500.00 

1 2) Wooden Door No. 1000.00 -1000.00 

Total 291,796.00 

I/We ready to execute the above work at ………………% above / below / at par the 

estimated cost. 

Contractor. 


70 


( A Government of Maharashtra Undertaking.) 

Item Wise Specification 

Name of Work : M&R to W/S/S/ to Lote Indl.Area.. 

Replacement of damaged shutters of inspection chambers, Providing Paving blocks to pump house, 

Providing Cain at pure water pump house at WTP Lote and Ram, Shed & Collapsible shutters at 


Item No 1: Providing and fixing anodised aluminium fixed glazing shutter with outer frame made 

up of bottom section as per requirement including 6 mm thick clear sheet glass fixed by means of 

triangular clips or flush glazing system, with rubber gaskets as approved by the dept., including 

finishing, cleaning, polishing the aluminium section with petrol and / or other agents as specified by 

the manufacturer etc. complete. 

a) Aluminium section used. 

b) 6 mm thick sheet glass used 

25.1 General : The item pertains to providing and fixing anodized aluminium fixed glazing shutter 

conforming to IS: 1943. 

25.2 Material : The aluminium sections for door shall be as described below : 

Outer Frame : 100 x 45 mm tube section AL-HK 15 section weighing 

approx. 1.547 kg/m 

Shutter Bottom & Top : 45 x 100 mm tube section 

Shutter Vertical : 40 x 100 mm tube section 

Sheet Glass : 6 mm thick clear float glass conforming to IS:2835- 1991. Rubber gasket, tower bolts, 

decorative type handles, steel latches and other fixtures and fastenings shall be approved by the 

Engineer-incharge. 

25.3 Fabrication & Fixing : 

25.3.1 Fixed Glazing Shutter : 

1. Frames : Frames shall be square and flat, the corners of the frame being fabricated to a true right 

angle. Both the fixed and opening frames shall be constructed of sections, which have been cut to 

length, mitred and connected at the corners. 

25.3.2 Openeable Shutter: 

1. Frames : Frames shall be square and flat, the corners of the frame being fabricated to a true right 

angle. Both the fixed and opening frames shall be constructed of sections, which have been cut to 

length, mitred and connected at the corners. 

2. Side-hung Shutters : For fixing aluminium alloy hinges, slots shall be cut in the fixed frame and the 

hinges inserted inside and may be riveted to the frame. The hinges shall normally be of the projecting 

type 67 mm wide. The aluminium alloy for cast hinges shall conform to IS designation A-5 M of IS:617 

latest edition. Specification for aluminium and aluminium alloy ingots and castings for general 

engineering purposes (revised) and for extruded section of hinges to IS designation HE10-WP or 

HE30-WP of IS:733. Specification for wrought aluminium and aluminium alloys HR30. Irrespective of 

hinges being anodised or not, the aluminium alloy pins shall be anodised to a minimum film thickness 

of 0.025 mm and shall be sealed with oil, wax or lanolin. Non-projecting types of hinges may also be 

used, where agreed to between the purchaser and the supplier. 

Friction hinges may be provided for side-hung shutter windows, in which case peg stay as 

mentioned below may not be required. The working principle of the friction hinge is illustrated. The 

handle for side hung shutters shall be of cast aluminium conforming to IS designation A-5-M of 

IS:617. Specification for aluminium and aluminium alloy ingots and castings for general engineering 

Contractor. 


71 

purposes (revised) and mounted on a handle plate welded or riveted to the opening frame in such a 

way that it could be fixed before the shutter is glazed. The handle should have anodised finish with 

minimum anodic film thickness of 0.015 mm. The handle shall have a two-point nose, which, shall 

engage with an aluminium-striking place on the fixed frame in slightly open position as well as in fast 

position. The height of the handles in each type of side-hung shutters shall be fixed in approximate 

position as indicated in the relevant IS. The peg stay shall be either of cast aluminium conforming to 

IS designation A-5-M of IS:617. Specification for aluminium and aluminium alloy ingots and casting 

for general engineering purpose (revised), or folded from IS designation NS $ aluminium alloy sheet 

conforming to IS:737. Specification for wrought aluminium and aluminium alloys, sheet and strip (for 

general engineering purposes). It shall be 300mm long complete with peg and lick bracket. The stay 

shall two holes for keeping the shutter open in three positions. The peg and locking bracket shall be 

riveted or welded to the fixed frame. 

3. Top-Hung Ventilators : The aluminium hinges for tophung ventilators shall be either cast or 

fabricated out of extruded sections and shall be riveted to the fixed rail after cutting a slot in it. The 

aluminium alloy for cast hinges shall conform to IS designation A-5-M of IS: 617. Specification for 

aluminium and aluminium alloys, ingots and castings for general engineering purposes (Revised), and 

for extruded section of hinge to IS designation HE10-WP or HE30-WP of IS:733. Specification for 

wrought aluminium and aluminium alloys, bars, rods and sections (for general engineering purposes). 

The peg stay shall be 300 mm long as in side-hung shutter. The locking bracket shall be fixed to the 

fixed frame. 

4. Centre-Hung Ventilators : Centre-hung ventilators shall be hung on two pairs of cup pivots of 

aluminium alloy to IS designation NS-4 of IS:737. In the panels provided fixing glazing 6 mm sheet 

glass pane with size 1.5 mm less from all the sides of panel shall be fixed. A 6 mm size rubber/PVC 

gasket shall be fixed on four sides of glass pane using machine screw to be provided, not apart them 

300 mm, 6 x 6 mm aluminium beading shall be fixed on four sides of panel in such a fashion that 

glazing shall be at the centre of shutter frame. Over the beading already fixed glazing with 

rubber/PVC gasket provided shall be placed over which 6 mm x 6 mm aluminium beading shall be 

fixed using machine screw to be fixed not more than 300 mm c/c. 

25.4 Item to Include : The item includes all labour, materials and equipments to provide and fix the 

fully glazed anodised aluminium doors. It also includes, cleaning, polishing and anodizing aluminium 

section and fixing of approved fixtures. The fixtures are included in the item. For swinging type doors 

the floor spring box shall be paid as per Bd/B/13. Minimum fixture requirement is as given below: 

1) Handle - 1 No. 

2) Hinges - As directed by the Engineer in Charge Handle will be paid under this item. 

25.5 Mode of Measurement and Payment : 

(a) The aluminium sections used shall be measured in kg upto 1 gram. The rate for aluminium section 

shall be per kg. 

(b) The plain sheet glass shall be measured in sqm upto 2 decimals. The linear measurements shall 

be taken in m upto 1 cm. The rate for glass shall be per sqm. 

Item No:-2 Removing tiled flooring in all types of tiling or flooring i.e. Shahabad, Kotah, Cement, 

Marble Mosaic, Glazed, Ceramic tiles etc. including stacking the materials as directed with all leads 

and lifts. 

7.1 General : This item covers dismantling of all types of tiled flooring like Shahabad, Kotah, Cement, 

Marble mosaic, Glazed, Ceramic tiles etc. and stacking as per directions of the Engineer-in-charge, 

with all leads and lifts. 

7.2 Demolition Procedure : Generally for breaking of flooring the method for breaking of lime or plain 

cement concrete as described in item Gen/B/4.2 shall be adopted. 

Where dismantling special items like granite or marble flooring or dado ceramic tiles, special care is to 

be exercised to ensure least damage to the dismantled material. Tiles, marble and granite items, etc. 

shall be stacked after removing all adhering mortar and making the items in a ready for use condition. 

7.3 Safety Measures : All demolition work shall be carried out safely using procedures, which do not 

cause injuries to any person engaged in demolition work and nearby structures. Contractor shall 

Contractor. 


72 

provide proper devices to the workmen like safety belts, helmets, goggles etc. to prevent injures to the 

workmen. The safety of workmen is the responsibility of the contractor and the compensation for 

injuries or deaths shall be made by the contractor as per the prevailing acts and rules. 

7.4 Stacking of Dismantled Materials : All the reusable flooring material coming out of dismantling 

shall be stacked separately as directed and returned to the MIDC stores. 

7.5 Disposal : The spoils shall be disposed off as per directions of the Engineer-in-charge. 

7.6 Item to Include : The item includes cutting of any type of flooring, with appropriate tools and 

equipment, scaffolding if required, material, labour, transporting to the location and stacking / 

disposing as directed by the Engineer-in-charge. 

7.7 Mode of Measurement and Payment : The measurement of the floor area in sqm, to be removed, 

shall be recorded before starting the actual work. 

Payment shall be made on the actual area of flooring removed, at the contract rate per sqm. 

Item No 3 Providing and laying white glazed tiles conforming to IS:777-1989 for flooring including 

20mm thick cement mortar 1:4 including neat cement float, filling joints with neat cement slurry, curing 

and cleaning complete (Indian make glaze tiles of standard make) 

a) 150 x 150 mm first quality white colour tiles. 

8.1 General : The item pertains to providing and laying white/colour glazed tiles for flooring 

of specified size and quality. 

8.2 Material : White or colour glazed tiles including specials, if any, shall be of approved make 

and quality and shall conform to IS:777-1988 in all respects. Samples of tiles shall be got approved 

from the Engineer-in- Charge, who shall keep them in his office for verification and composition. White 

or colour cement shall be of approved make. The tiles shall tested as per IS:777-1988 from the 

approved Laboratory by the contractor at his cost and test reports be furnished the Engineer-in- 

Charge who will property record the same. 

8.3 Mortar Bedding : The mortar shall be of 1:4 proportion and shall be about 20 mm thick 

average, laid on prepared sub-base of appropriate level and grade. The amount of water added while 

preparing mortar shall be the minimum necessary to give sufficient plasticity for laying. Care shall be 

taken in the preparation of the mortar to ensure that there are no hard lumps that would interfere with 

even bedding of the tiles. Before spreading the mortar bed, the base shall be cleaned of all dirt, scum 

or laitance and loose materials and then well wetted without forming any pools by the use of screed 

battens to proper level of slope. The thickness of the bedding shall not be less than 20 mm. The tiles 

shall be laid on the bedding mortar when it is still plastic but has become sufficiently stiff to offer a 

fairly firm cushion for the tiles. 

8.4 Fixing Tiles : The tiles before laying shall be soaked in water for at least 2 hours. Tiles which, 

are fixed in the floor adjoining the wall shall be so arranged that the surface of the round edge tiles 

shall correspond to the skirting or dado. Neat cement grout of honey like consistency shall be spread 

over the bedding mortar just to cover the area that can be tiled within half an hour. Paste of cement 

shall be applied to the back side of tiles in such a fashion that, when the tile is firmly placed in the 

position, the paste spreads evenly on entire area of back side of the tile to ensure proper adhesion to 

the bed. The edges of the tiles shall be smeared with neat white cement slurry in respect of white tiles 

and coloured cement slurry, matching the coloured tiles in respected of coloured and fixed in this 

grout one after the other, each tile being well pressed and gently tapped with a wooden mallet till it is 

properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The 

joints shall be kept as close as possible and in straight lines. The joints between the tiles shall not 

exceed 1.5 mm wide. The joints shall be grouted with slurry of white cement in respect of white tiles. 

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Where coloured glazed tiles are specified joint shall be grouted with a slurry of white cement mixed 

with appropriate colour matching the colour of tiles laid. 

8.5 Curing : After fixing the tiles finally in an even plane, the flooring shall be covered with wet 

saw dust and allowed to mature undisturbed for 7 days. 

8.6 Cleaning : After the tiles have been laid in a room or at the day's fixing work is 

completed, the surplus cement grout that may have come out of the joints shall be cleaned off 

before it sets. Once the floor has set, the floor shall be carefully washed clean and dried. When dry, 

the floor shall be covered with oil free dry saw dust which shall be removed only after completion of 

the construction work and just before the floor is occupied. 

8.7 Item to Include : The item shall include all labour, materials, tools and equipment required 

for the operations to carry out the item for providing and fixing the white or coloured glazed tiles as 

specified above. The item also includes Cement Mortar 1:4 mortar bed 20 mm thick. 

8.8 Mode of Measurement and Payment : The area of the flooring shall be measured in sqm 

correct up to 2 decimals. The contract rate shall be per sqm for the specified quality of white or 

coloured glazed tiles. 

Item No 4 Providing and fixing in position plywood partition with C.C. teakwood frame work up to 50 

x 75 mm in 1.2m x 1.2m size panels including one coat of wood primer and two coats of synthetic 

enamel painting etc. 

complete. 

a) 6 mm thick Plywood From both side of frame 

22.1 General : The item pertains to providing and fixing plywood partition with teakwood frame. 

22.2 Material : 

Timber : Timber used in wood work shall be country teak wood of specified size after plaining. Teak 

wood shall be well seasoned it shall be free from decay, rotten sections, termites or other insects, 

damaged portion. The wood section to be used shall be obtained from heart of teak wood free of 

natural growth. It shall be of uniform substana straight fibres and shall be free from cluster knots, 

flaws bends, warp or defect of any type. Teak wood shall be with uniform grains colour and well 

seasoned. 

Plywood : These shall be of approved make and quality and of the thickness specified in the item. The 

panel size shall be 1.2 x 1.2 m. 

22.3 Construction : The constructions of the frame shall follow the general wood work procedure 

adopting tongue and groove joints as specified in Item No.Bd/B/1. The size of the vertical and 

horizontals of the frame, and their spacings shall be as shown in the drawings. The ends of the 

horizontals and verticals of the frame shall be fixed as specified. The whole partition shall be strongly 

secured to rigid supports at flooring and or to the side walls and or to the ceiling. The intermediate 

bays between horizontals and verticals shall be filled with best quality plywood and same shall be 

nailed to the rebated wooden frame with beaded or chamfered battens to form neat panels or fixed in 

any other manner as per the drawings or as directed. 

22.4 Painting : The plywood panels and wood work shall be painted on both sides with one coat 

primer and two coats of synthetic paint of approved colour and shade. If directed the beads may be 

picked out by oil painting in a different colour. 

22.5 Item to Include : The item shall include labour, materials and equipments for preparing and fixing 

the partition as specified above including synthetic enamel painting. 

22.6 Mode of Measurement and Payment : The item rate shall be per Sq. mtr. 

Item No 5:- Providing and fixing best quality superior Indian teak wood frame for doors, windows and 

ventilators including all moulding, rebating, jointing, hold fasts of MS flats of minimum size 20 x 3 mm, 

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74 

having length of 225 mm for doors & 150 mm for windows and finishing with 3 coats of French polish 

or one coat of primer and synthetic enamel paint in two coats as directed etc. complete. 

1.1 General : The item pertains to supply of Indian Teak Wood, preparation of frame for doors, 

windows and ventilators as per the drawings and fixing the frame in position, with hold fast, 

polishing or painting as directed. 


Indian Teak Wood : The Teak wood shall be well seasoned wood. It shall be free from decay, knots 

rotten portion, termite or other insects, damaged portion. The wood section used for frame shall be 

used from the heart of the teak tree of matured growth. It shall be of uniform grains, substance, 

straight fibres and shall be free from cluster knots, flaws, bends, warp, or defect of any other kind. The 

Teak wood shall be of uniform colour and grains and well seasoned. Section of teak wood as be of 

such a size that after plaining the size of frame shall be as stipulated and shown on the drawing. 

1.3 Frame Making : The Teak wood section for preparing the frame for doors, window or 

ventilator shall be used as mentioned in the drawing or as directed maintaining true right angle. The 

material, workmanship, construction, finishing etc. shall conform to IS: 1003. The vertical and 

horizontal members of the frame shall be of uniform section. For doors and windows with or without 

ventilators, the vertical post of the frame shall extend beyond the top of the head for the ventilator 

portion. The horns shall be interlocked with the heads for about the full section. Normally now the all 

the joints of Teak Wood frame shall be tongue and groove type. The length of tongue and groove 

shall be equivalent to width of frame. Two holes shall be drilled at each tongue and groove joint in 

which small wooden pegess shall be driven to bring fixity to the joint. The nail or screws shall not be 

used in lieu of wooden pegs. No horizontal horns be provided with top and bottom members of frame 

but cut, since such horns one to swelling develop cracks in the wall. The vertical and horizontal 

member of the frame abutting wall shall be provided with 6 mm x 6 mm groove on the faces right 

angle to wall to provide key with plaster provided on jam's. The faces of horizontal and vertical 

members of the frame abutting wall shall be provided with two coats of bitumen to arrest for the safely 

of the Teak Wood frame. The sections of vertical frame of doors to be embeded in the concrete shall 

be provided with 2 coats of bitumen for the safety of the Teak Wood frame. Teak wood sills are not 

provided for doors and hence the vertical posts shall be fixed in the concrete for floor for a depth not 

less than 100 mm till the frame is fixed in position, a wooden batten of section 40 mm x 15 mm shall 

be fixed temporarily at bottom to keep the vertical members in true alignment and position. Three MS 

hold fast each of 20 x 3 mm size and 225 mm in length shall be fixed on both sides of the frame with 

screw and shall not be nailed. 

All the joints shall be properly tight and the mouldings if used shall be fixed in position. 

1.4 Fixing : The frame shall be erected in position by tying the same and checked for plumb 

line from all directions. The frame shall be fixed in the wall as the work progresses and the hold 

fast shall be embedded in the wall in C.C. M-15 grade as it is being built. After finishing the 

construction of wall the frame shall be further fixed by plastering on both the sides of the 

frame. 

1.5 Finishing : The exposed portion of the frame shall be polished with three coats of French 

polish, after finishing the wood by emery paper. If directed the frame shall be painted with 2 coats of 

synthetic enamel paint of approved colour and shade and of approved make, over one coat of wood 

primer. 

1.6 Item to Include : The item includes all labour, materials and tools and equipment for preparing 

the frame for doors, windows or ventilators as per above specifications. It also includes fixing of the 

frame in position and finishing the same with French polish or synthetic enamel paint as directed. The 

embedded portion shall be painted with coal tar paint in two coats wherever necessary or as directed. 

1.7 Mode of Measurement and Payment : The measurement of the woodwork shall be in cum of 

teak wood used. The sectional measurement shall be correct upto ± 2 mm and the lengths shall be 

measured in m, correct upto 1 cm. The mouldings if used shall be measured considering the least 

dimensions of the rectangular section form, which the moulding or the rounding could be prepared. 

The dimensions shall be measured limited to as shown in the drawings or as directed. The contract 

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75 

rate shall be for the cum of the teak wood used for the frame including the cost of hold fast, screw 

fixing, finishing etc. complete as specified. 

Item No 6 Providing and fixing ready-made fully panelled door shutters with 'C' class hard wood 

styles and rails conforming to IS: 1003-1991 edition with chemically treated pressure treatment as per 

IS: 401-1990 and kiln seasoned as per IS: 1141-1993, 12 mm thick teak wood particle board bonded 

with phenol pharmaldehyde synthetic resin as panels having commercial veneer on both faces and 

painted with pink wood primer etc. complete with one coat of primer and 2 coats of synthetic enamel 

paint. 

b) 35 mm Style. 

3.1 General : The item pertains to providing and fixing the ready-made full panelled shutters for 

doors, with specified thickness of style and rails, and panels of phenol bonded teak wood particle 

board, with veneer facing on both sides and finishing the same with French polish or oil paint. 


Indian Teak Wood : The Teak wood shall be seasoned wood. It shall be free from decay, 

rotten portion, termite or other insects, damaged portion. The wood section used for frame shall be 

used from the heart of the teak tree of matured growth. It shall be of uniform substance, straight fibres 

and shall be free from cluster knots, flaws, bends, warp, or defect of any other kind. The Teak wood 

shall be of uniform colour and grains and well seasoned. The sizes of styles and rails shall be as 

specified after plaining. 

Fixtures and Fastening : The scale of fixtures and fastening shall be as indicated in the 

table for the corresponding type of door. All fixtures shall be paid separately. The wood shall be 

of C class hard wood conforming to IS: 1003. The panels shall be of 12 mm thick teak wood 

particle board bonded with phenol pharmaldehyde synthetic resin having commercial 

veneer on both faces. 

3.3 Construction : The door shutter shall be single or double leaf. The sizes of shutters shall be 

as per drawing unless otherwise specified or as directed. The horizontal rails and styles shall be 

shown in approved drawing but shall not be generally less than 100 mm unless specified. The lock 

rail and bottom rail shall not be less than 150 mm unless specified. The joints of shutter frame i.e. rails 

& styles shall be tongue and groove type with sizes of groove and tongue equivalent size of rail and 

style. Two holes shall be drilled at each joint wooden pegs shall be driven to bring fixity to joints. The 

groove in rails and styles shall not be less than 15 mm deep and the thickness of panel at the edge 

shall not be less than ½ of the thickness of panel. The panels shall be of pattern and size as per the 

drawings or as directed by the Engineer in charge. Wherever possible each panel shall be in a single 

width piece. But where two pieces have to be used and are permitted, both of them shall be of equal 

width. The panels shall have beaded edges on both sides. 

The finishing of corners of raised panel edges shall be done as shown on drawings or 

as directed by the Engineer-in charge. Ventilator if provided shall be top hung or pivoted as 

shown on the, drawing or directed by the Engineer in charge and shall be finished similar to the 

door. The ready-made shutters shall be chemically pressure treated as per IS:401. 

3.4 Finishing : The wood work shall be applied with three coats of French polishing or oilpainting 

as mentioned as specified or as directed. The varnishing or French polishing shall be done 

or synthetic enamel painting shall be done in two coats of approved make and shade of paint 

over one coat of primer of approved make as specified by the Engineer in Charge. The iron 

bars of ventilators if provided shall be finished with two coats of oil paint of approved shade. 

3.5 Item to Include : The item includes 'C' class hard wood, partical board panels all labour, 

materials and equipment to provide and fix the readymade shutters for the doors as specified. It also 

includes finishing of the wood work and iron bars when provided including painting with one coat of 

pink wood primer and two coats of synthetic enamel paints. The fixtures shall be paid separately. 

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3.6 Mode of Measurement and Payment : The shutters shall be measured of the clear unrebated 

opening of the door in sqm. For combined with ventilators, the unrebated opening between the frame 

of the door and the unrebated of the ventilator opening between frame shall be measured. The 

dimensions shall be measured correct upto 1 cm. The contract rate shall be for one square metre. 

Item No 7 : 1 Providing and fixing hinges manufactured as per best engineering practice or as per IS 

wherever they apply for door & windows with necessary materials and labour costs etc. complete. 

D] Standard Stainless Steel Hinges 

2) 100 mm Size 

1.1 General : The item pertains to providing and fixing hinges of specified material and sizes 

to doors and windows. 


Stainless Steel Fittings : These shall be bright satin finish. The same shall be manufactured out of not 

rolled plain stainless steel sheet without any defect, flaw twist, bubble conforming SS 316. 

Hinge Pin : Hinge pin shall be made of hot rolled stainless steel wire conforming to SS 316. 

The hinge pin shall be riveted and properly finished. The movement of hinge flaps shall be free, easy, 

without obstruction and shall not have any shake or play. 

Kunckles : The nos. of knuckles in each hinge flap shall not be less than 5 nos. for hinges 

upto 100 mm and for hinges of 125 mm the knuckles shall be 7 nos. The knuckles shall be straight 

and at right angle to flap. 

Screw Holes : The screw holes shall be suitable for counter sunk wood screws and shall be of 

equal nos. of knuckles in each flap. The sizes of screws shall be different as specified. The size of 

holes shall be such and counter sunk so that it will accommodate full depth of counter sunk head of 

wood screw. 

The fittings to be actually provided in a particular work shall however, be decided by the 

Engineer-in-Charge. 

Screws used for fittings shall be of the same metal, and finish as the fittings. However, 

chromium plated brass screws or stainless steel screws shall be used for fixing aluminium fittings. 

These shall be of the size as indicated in respective figures. 

1.3 Fixing : Fittings shall be fixed in proper position as shown in the drawings or as directed by the 

Engineer-in-Charge. These shall be truly vertical or horizontal as the case may be. Screws shall be 

driven home with screw driver and not hammered in. Recesses shall be cut to the exact size and 

depth in the frame for the countersinking of hinges. 

1.4 Item to Include : The item includes all labour, material, tools and equipment for 

providing and fixing the hinges of specified material and size. 

1.5 Mode of Measurement and Payment: The hinges of specified material and sizes 

are recorded separately for each item and measured in numbers. The contract rate shall be per 

number of hinges of specified material and size. 

Item No 8 Providing and fixing aldrops of 16mm diameter bars manufactured as per best 

engineering practice wherever they apply for doors and windows with necessary materials and labour 


K] Standard Stainless Steel make Aldrop (IS:2681-1993) 

2) 300 mm Long 

3.1 General : The item pertains to providing and fixing 16 mm dia Aldrop of specified material 

and sizes to doors and windows. 

Material : 

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Stainless Steel Fittings : These shall be bright satin finish and shall be light/medium/heavy type. 

The S.S. Road shall be out of hot rolled of specified size conforming to SS 316 along with 

accessories holder and lock holder with sunk threads. 

Screw Holes : The screw holes shall be suitable for sunk head wood screws and of specified 

sizes. The size of the holes shall be such and counter sunk so that it will be able to accommodate the 

full depth of counter sunk head of wood screw specified. 

The accessories holders lock holders to be actually provided in a particular work shall 

however, be decided by the Engineer-in-Charge. Screws used for holders and lock holders shall be 

of the same metal, and finish as the fittings. However, chromium plated brass screws orstainless steel 

screws shall be used for fixing aluminum fittings. 

These shall be of the size as indicated in respective figures. The fittings to be actually 

provided in a particular work shall however, be decided by the Engineer-in-Charge. 

3.3 Fixing : The accessories holders, lock holder shall be fixed in proper position as shown in 

the drawings or as directed by the Engineer-in- Charge. These shall be truly horizontal. Screws shall 

be driven home with screw driver and not hammered in. The holes shall be drilled through the shutter. 

In respect of iron copper fitting the bolt provided with accessories shall be placed through the shutter 

and fixed with washer and nut. 

In respect of brass, aluminium and stainless fitting, the holes shall be drilled for each 

accessory holder through the shutter. The bolt with washer be screwed tight with the accessories 

holders. 


providing and fixing the Aldrop of specified material and size. 

3.5 Mode of Measurement and Payment : The hinges of specified material and sizes are 

recorded separately for each item and measured in numbers. The contract rate shall be per number of 

hinges of specified material and size. 

Item No 9 Providing and fixing tower bolts 12 mm diameter as per best engineering practice 

conforming to IS: 204-1992 (Part I, II) for doors & windows with necessary materials and labour 

complete. 

C] Standard Stainless Steel Make 


4.1 General : The item pertains to providing and fixing 12 mm dia Tower Bolt of specified 

material and sizes to doors and windows. 


Stainless Steel Fittings : These shall be bright satin finish. The S.S. rod and flat shall be 

provided out of hot rolled stainless steel wire and plate respectively of stipulated size and conform to 

SS 316. The rod and plate shall be free from any defect, flow, bubbles, twist. 

Screw Holes : The holes shall be suitable for counter sunk head wood screws and of 

specified size. The size of counter sunk holes shall be such when counter sunk wood screw is fixed 

the head of the screw of shall be accommodated in full depth of counter sunk hole. 


Engineer-in-Charge. Screws used for fittings shall be of the same metal, and finish as the fittings. 

However, chromium plated brass screws or stainless steel screws shall be used for fixing aluminum 

fittings. For stainless steel fitting stainless steel screws shall only be used. These shall be of the size 

as indicated in respective figures. 

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78 



4.3 Fixing : Fittings shall be fixed in proper position as shown in the drawings or as directed 

by the Engineer-in-Charge. These shall be truly vertical or horizontal as the case may be. Screws 

shall be driven home with screw driver and not hammered in. Recesses shall be cut to the exact size 

and depth for the countersinking of tower bolts. 

The height of knob of tower bolt for the door, window etc. in closed position, from the floor 

level shall be not more than 1.9 metre or as directed. 


providing and fixing the Tower Bolt of specified material and size. 

4.5 Mode of Measurement and Payment : The tower bolts of specified material and sizes 

are recorded separately for each item and measured in numbers. 

The contract rate shall be per number of tower bolts of specified 

material and size. 

Item No :-10 Providing and fixing handles manufactured as per IS:208-1992 for 

doors and with all materials like screws etc. and all labour complete. 

D] Standard Stainless Steel 


Stainless Steel Fittings : These shall be bright satin finish. The S.S. rod and flat shall be provided out 

of hot rolled stainless steel wire and plate respectively of stipulated size and conform to SS 316. The 

rod and plate shall be free from any defect, flow, bubbles, twist. 

Screw Holes : The holes shall be suitable for counter sunk head wood screws and of 

specified size. The size of counter sunk holes shall be such when counter sunk wood screw is fixed 

the head of the screw of shall be accommodated in full depth of counter sunk hole. 



Screws used for fittings shall be of the same metal, and finish as the fittings. However, 

chromium plated brass screws or stainless steel screws shall be used for fixing aluminum fittings. 

These shall be of the size as indicated in respective figures. 

The handles of standard size and design, conforming to IS:208, as approved by the Engineerin-charge 

shall be used. The sample, approved shall be kept in the office of the Engineer-in-charge for 

verification. The fittings to be actually provided in a particular work shall however, be decided by the 


5.3 Fixing : Fittings shall be fixed in proper position as shown in the 

drawings or as directed by the Engineer-in-Charge. These shall be truly vertical or 

horizontal as the case may be. Screws shall be driven home with screw driver and not hammered 

in. The height of handle shall be fixed at the location as shown in the drawing or as directed. 

Maharashtra Industrial Development Corporation 423 

5.4 Item to Include : The item includes all labour, material, tools and 

equipment for providing and fixing the handle of specified material 

and size. 

5.5 Mode of Measurement and Payment : The handles of specified 

material and sizes are recorded separately for each item and measured 

in numbers. The contract rate shall be per number of handles of specified material and size. 

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Item No 11 Providing and fixing hydraulic door closer manufactured as per best engineering practice 

as per IS:3564 for doors and windows with necessary materials and labour cost etc. complete 

a) Light (for shutter weight up to 35 kg) 

7.1 General : The item pertains to providing and fixing hydraulic door closer of specified 

capacity to doors and windows and conforming to IS:3564. 

7.2 Material : The hydraulic door closer of specified capacity for light/medium/heavy as 

classified in the description of item, as approved by the Engineer-in-charge shall be used. The 

sample, approved shall be kept in the office of the Engineer-in-charge for verification. 

7.3 Fixing : The fixing and the position of the door closure shall be as per manufacturer’s code 

of practise and the location as shown in the drawing or as directed. 

7.4 Item to Include : The item includes all labour, material, tools and equipment for providing and 

fixing the hydraulic door closure of specified capacity. 

7.5 Mode of Measurement and Payment : The measurement shall be per number of the 

designated hydraulic door closure provided and fixed and the contract rate shall be per 

number. 

Item No 12 Excavation in trenches, pits, pipe lines, foundations, column footings, walls etc. in 

earth’s soils of all types, gravel, sand, soft & hard murum, and boulders up to 0.03 cum size, including 

removing the excavated material up to a distance of 50 m beyond the edge of excavation, including 

the initial lift of 1.5 m, stacking or spreading as directed, bailing of sub-soil water if any preparing base 

for foundation etc., and backfilling the excavated pit or trench using the excavated material in layers 

including watering and ramming as required or as directed by Engineer-in-charge, including all labour 

and materials complete. 

1.1 General : The item refers to the excavation, in earth, soils of all types, gravel, sand, soft and hard 

murum and boulders up to 0.03 cum size. The excavation shall be for trenches, pits, pipe lines, 

foundations, column footings, walls etc. and may be in wet or dry, in earth, and similar other soft or 

loose material. 

1.2 Site Preparation : The site as directed by the Engineer-in-charge, on which the construction, as 

per the drawings, is to be started shall be first cleaned and cleared of all obstructions. The loose 

stones, bushes, rubbish, brushwood, trees along with roots, etc. shall be removed. The material shall 

be stacked or disposed off as directed. All the material shall be the property of MIDC. After clearing 

the site, the alignment or center lines or points shall be given by the Engineer-in-charge. The 

contractor shall establish the reference marks, benchmark pillars in masonry with M.S. Plate top of 

which shall be bench mark connected to GTS. The B.M. Pillars shall be maintained undisturbed by the 

contractor etc. and the widths for excavations shall be clearly marked by the contractor as directed, 

true to line, curve, level and slope. The contractor shall provide all labour and marking material such 

as wooden/steel pegs, white lime powder, oil paint, or any other suitable marking material at his own 

cost and he shall be fully responsible for the correctness of the line, curve and levels and slopes. 

1.3 Excavation : Before starting actual excavation work, contractor shall notify the Engineer-in-charge 

for taking the necessary measurements of cross sectional levels along the alignment for 

measurement purposes. The levels recorded in the field book shall be signed by the Engineer-incharge 

and authorised representative of the contractor in token of acceptance. The contractor shall 

remove all the material from the marked area of excavation by using labour, tools and equipments 

most suitable for excavation of soft material as enumerated in the item in wet or dry conditions. The 

excavation shall be true to line, curve, shape, level grade as per the drawings or as directed. The 

widths of excavations shall be as minimum to the widths required at the bottom and the vertical faces 

shall be as far as possible in plumb. Unless provided in the contract, no extra payment shall be made 

for the excavation on side slopes for stability of slopes. Contractor shall be fully responsible for the 

correctness of the excavation. Whenever the strata of different grade of soil not covered in this item is 

met, the excavation shall be stopped and the Engineer-in-charge shall be notified to take the crosssectional 

levels for taking the measurements and the same shall be recorded and practise as 

mentioned above shall be adhered to. The extra excavation in depth or on sides shall not be paid and 

Contractor. 


80 

the contractor will have to fill the extra excavated depths in layers to bring the correct level by 

watering and ramming at his own cost. 

1.4 Foundation Preparation : The foundation for column footing and for structural components such as 

wall shall not be provided on soft strata covered under this item of excavation. The foundations for 

rafts, embedment of pipelines for water supply or drainage or gas may be laid on the foundation 

prepared on soft strata. The foundation level even if is confined within the soft layer, the final layer of 

excavation watered and brought to the required level and slope by ramming. The contractor shall not 

excavate below the line shown in the drawing or as directed. No foundation of any sort shall be laid 

unless the Engineerin- charge approves the strata on which foundations are to be laid and passes the 

depth of excavation to lay foundation and record the dimensions and elevations and types soils of the 

foundation pit, trench excavated, and shall be recorded in the field book adopting system already 

explained above. 

1.5 Shoring and Strutting : The cost of shoring and strutting shall not be paid separately unless 

provided in the contract. The type and designing of shoring shall be decided by the contractor, and 

shall get approved from the Engineer in Charge. 

Pay Slopes : In lieu of shoring and strutting pay slopes for excavation of trenches/pits shall be 

stipulated and paid accordingly. 

1.6 Disposal of Excavated Material : All the material obtained from clearing the site or from excavation 

shall be the absolute property of MIDC. All materials obtained from clearing the site and excavation 

shall be disposed off or spread or stacked within a lead of 50 meters beyond the excavated area as 

directed by the Engineer in Charge. Materials suitable for back-filling or other use shall be stacked at 

a convenient place within a lead of 50 meters as directed for refilling or reuse. No excavated material 

shall be kept within 1.5 m distance from the outer top edge of excavation to avoid the falling of the 

stuff in the pit or trench. 

Surplus materials shall be used for levelling the ground around as directed within a lead of 50 meters. 

If the surplus materials are required to be conveyed and used or stacked beyond 50 meters contractor 

shall be paid for extra lead or the extra conveyance as per the terms of contract. 

1.7 Dewatering : It is the responsibility of the contractor to remove the water accumulated in the pit or 

trench, from sub-soil water or from rains or from any other natural source, by manually or by pumping 

out as required. Unless provided for in the contract separately, no payment shall be made for bailing 

out the water. The contractor may be required to provide temporary bunds, or provide byepass 

arrangements to avoid entering of water in the excavation at his own cost. The drained water shall be 

properly disposed off, so as not to cause any damages to the excavated area nor to the surrounding 

structures. The contractor shall keep the excavated area dry for measurements and for laying of 

foundation mortar or concrete. 

1.8 Side Slips and Blows : Even after sufficient care of sides, slips or blows occur, they shall be 

removed at contractor’s cost. 

1.9 Backfilling : After excavation is completed, measurements recorde by the Engineer-in-charge and 

the foundation raft masonry above is constructed or the pipeline is laid, all the shoring shall have to be 

removed. The backfilling of the pit or trench to the original level or as shown in the drawing or as 

directed shall be made from the selected excavated material stacked separately for that purpose. The 

material shall be laid in layers of 15 to 20 cm in thickness, watered and then rammed properly. The 

backfilling shall only be done after receiving orders from the Engineer-in-charge and without 

damaging the foundation raft or the pipeline etc. 

1.10 Protective Measures : All the excavated pits, trenches etc. shall be properly protected from any 

accidents by providing strong fencing around. At night red lantern and watchman shall be kept in 

proper position to indicate the danger zone. It is the responsibility of the contractor to take the 

adequate protective measures and safety of the excavation, people and workmen and surrounding 

properties and will have to bear the damages if caused. All the cost of protective measures shall be 

included in the item rate. 

Contractor. 


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1.11 Item to Include : The rate for this item, as per the agreement includes all labour and tools for 

clearing the site, marking out the excavation line outs, shoring and strutting, excavation of pits or 

trenches, bailing or pumping out water if not provided separately, removal of excavated material and 

disposal of material as directed, refilling of pits or trenches, adequate protective measures etc. 

Contractor shall also make the necessary arrangements for taking measurements. The rate also 

includes the cost of repairs due to excess excavations or slips. The item also includes payment of the 

damages if any, by the contractor. The disposal of the material is included within 50 m radius from the 

edge of excavation. The lift for excavation of 1.5 m is covered by this item. The additional lifts shall be 

paid under Item No.Gen/A/2. The lead beyond 50 m shall be paid extra under Item No.Gen/A/9. 

1.12 Mode of Measurement and Payment : The measurements of the original ground profiles at 

selected locations shall be taken after clearing the site. The measurements of the final excavated 

profile shall be taken if the excavation is less or more as directed by the Engineerin-charge or shall be 

measured as per drawings. Excess excavation shall be recorded but shall be paid to the limited 

quantity as explained above. The quantity shall be measured in cubic meters and paid at the rate as 

per the contract agreement. 

Item No 13 Providing murum bedding below pipeline and filling on the top of the pipeline with selected 

material in 15 to 20 cms layers including watering, ramming etc. complete. 

c) With material brought by contractor from MIDC area. 

26.1 General : This item provides for bedding below the pipelines, the material being any of the a, b, c 

categories as described (listed) above. The excavation for laying of pipes is not covered in this item. 

The work of providing murum bedding is expected to be carried out after the excavation for trenches 

is complete. 

26.2 The Work : The bedding shall be provided under the pipelines, when excavations are in soft rock, 

hard rock and shall be provided only in locations decided by Engineer-in-charge. Before providing 

murum bedding protrudes of the rock shall be cut chopped off and removed. The materials needed 

shall be selected form the materials available from excavation or borrowed by contractor from his own 

borrow areas within leads up to 5 km. Alternatively MIDC may permit the contractor to borrow the 

material from MIDC areas. For providing murum bedding on top of pipe line, prior permission of 

Engineer in Charge shall be obtained. 

All the provisions of item Gen/A/14 shall apply. 

26.3 Mode of Measurement and Payment : The measurement shall be on the basis of volume of the 

bedding material in cum, actually laid. The contract rate shall be on cum measurement of bedding 

provided & shall be paid under the respective subdivision of the item description. 

Item No 14 28 Providing and fixing in line and level pavement blocks in CC M-20 grade including 

providing and preparing sand bed of 75 mm thick fixing blocks and filling the gaps with cement mortar 

1:3 finishing and curing etc. complete. 

28.1 General : The item pertains to provide paving using pavement blocks 75 mm thick of 

approved size with necessary sand bedding. 

28.2 Material : The pavement blocks shall be manufactured of M-20 C.C. The blocks shall be 

manufactured of approved size and shape. The moulds for blocks shall be prepared as per approved 

size and shape of blocks to be provided of moulds shall be having depth 80 mm. The blocks shall be 

cast in M-20 grade C.C. using plate vibrator so to have dense blocks. The lower 60 mm shall be 

natural normal cement concrete and upper 15 mm layer shall be adding approved coloured cement of 

approved shade in concrete mix with white cement. The blocks shall be compressed using hydraulic 

press so that the same shall be dense without any voids. Alternatively blocks shall be compressed 

using vaccume press. 

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The blocks shall be cured placing in the water tank totally submerged for 21 days. Alternatively steam 

curing can also be resorted to : 

For bedding for placing blocks the pavement 75 mm thick sand bedding shall be provided. 

For joints in the block C.M. 1:3 mortar shall be used. 

28.3 Laying : The area to be paved shall be cleaned, cleared of foreign material and leveled 

properly. The top such prepared surface subgrade shall 150 mm tower than finished level of blocks as 

stipulated. The area shall be thoroughly watered. 75 mm thick sand shall be spread over prepared 

subgrade to proper line and level. The sand spread shall be watered and rammed thin layer of the fine 

sand shall be spread to fill in undulations to achieve required line and level. 

The precast pavement blocks shall be laid to required line and level duly interlocked. The 

pavement blocks such laid shall be subjected to surface vibrator thereby achieving total interlocking 

and compaction. The gaps at side, if any, shall be filled in with cement concrete M-20 grade for a 

depth of 60 mm and upper 15 mm C.C. M-20 grade with white cement adding colour pigment to 

match the colour of pavement blocks and compacted. The pavement such laid shall cured for 21 

days. 

28.4 Item to Include : All material, C.C. M-20 grade shuttering, labour, sand for bedding 

equipments such as plate vibrator, surface vibrator, moulds, white cement, colour pigments 

etc. 

28.5 Mode of Measurement and Payment : The area of provided with pavement blocks 

including gaps at sides if any shall be measured in sq.meters and quantity worked out to two 

decimals. 

Item No 15 Providing and fixing in position collapsible steel shutters with vertical channels 20 x 10 x 2 

mm & braced with flat iron diagonals 20 x 5 mm size top & bottom T section 40 x 40 x 6 mm size 30 

mm steel pulleys complete with bolts-nuts, locking arrangements, stoppers, handles and painting of 

two coats of synthetic enamel over 1 coat of red oxide zinc chromate primer. All labour and materials 

complete. 

34.1 General : The item pertains to providing and fixing collapsible steel gates in one or two leaves as 

per drawing or as directed. 

34.2 Material : The gates shall be of the approved design and fabricated out of best quality mild steel 

channel, flats etc. 

34.3 Fabrication : Dimensions and other particular shall be as under unless other design is shown in 

the drawings or approved by the Engineer-incharge. Channel Pickets shall be of 20 mm mild steel 

channels of heavy section or as shown in the drawings. The centre to centre distance of channel 

pickets shall be 120 mm with an opening of 100 mm or as per drawing. Mild steel flats shall be 20 mm 

x 6 mm or as per drawing. Top and bottom guides shall be tee or flat iron of approved size. Other 

fittings like stoppers, fixing holdfasts, locking cleats, MS handles, MS locking system and MS rollers 

shall be of approved design and size. The fitting shall be done with good workmanship. The gate 

shall open and close smoothly and easily. All work cut and distributed in fixing shall be made good to 

match the existing. The bottom runner shall be sunk level with the floor and proper grooves shall be 

formed along the runner. 

34.4 Painting : One coat of red oxide zinc chromate primer and two coats of synthetic enamel paint. 

34.5 Item to Include : The item includes all labour, material, tools and equipment for fabricating the 

collapsible gate, painting and fixing in position. 

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34.6 Mode of Measurement and Payment : The measurements of the collapsible steel door (shutter) 

shall be considered for the door provided & fixed in position as per dimensions mentioned in the 

detailed drawings. The contract rate shall be per square metre of collapsible door fixed on position. 

Item No 16 2 Providing, transporting, cutting, fabricating, welding, hosting and erecting in position 

welded or bolted structural steel work with tubular sections using ERW tubes of various diameters 

erecting using devices like derricks, cranes or any other suitable guys etc. and final bolting, welding, 

testing as may be required including two coats of red oxide zinc crome paint of approved colour and 

shade. All materials and labours complete. 

2.1 General : The item covers the specifications of fabrication and erection of structural steel work 

including painting. The structural steel work includes, cutting, fabrication, welding, or bolting, erecting 

the structure, painting etc. for various items such as columns, trusses, portals, girders, gantry, 

bracings etc. 

2.2 Material : This shall comply with specification No.GENERAL SCOPE & MATERIAL- Gen/C/0 and 

Gen/C/0.2.5, Gen/C/0.19.2. 

2.3 Fabrication and Erection : Cutting, welding, assembly, machining, painting, marking and erection 

shall be carried out in accordance with approved plans and as directed by the Engineer-in-Charge 

from time to time and shall comply with IS 800 and detailed below. 

2.4 Damaged Members : 

1. Any material found damaged or defective shall be stacked separately and shall be marked in a 

distinctive colour. Such material is to be dealt with expeditiously under the orders of the Engineer-in- 

Charge. 

2. Welding shall be done, as per specifications. 

3. All permanent machine-fitted or other bolts must be perfectly tight and should be burred or 

otherwise checked, to prevent nuts form becoming loose. 

4. Care shall be taken to see that cracks are not filled with paint, putty, cinders, dirt, oil or fillings. 

5. Particular care must be taken to ensure free expansion and contraction wherever provided for in 

drawings or as the Engineer-in-Charge directs. 

2.5 Shop Drawings : The contractor shall prepare shop drawings for the structural steel work/ERW 

tubes to be executed as per IS: 800. The contractor shall submit the drawings in triplicate to the 

Engineer-in- Charge for his approval. Fabrication shall not be taken in hand until the relevant shop 

drawings have been approved by the Engineer-in-Charge. However, the contractor shall remain 

wholly responsible for their correct conformation the designs and for accurate fabrication to meet the 

requirements of design and the Indian Standard. One copy of the drawings duly approved shall be 

returned to contractor and the work shall be carried out according to the approved design. 

2.6 Laying Out : As far as possible and whenever necessary, structural parts, ERW Tubes their joints, 

gusset plates, etc. shall be drawn out to full size on a level platform, a steel tape being used for 

measurement. All angles shall be carefully set out and checked. Gusset plates shall be marked with 

as few sides as possible and of such shapes that there is a minimum waste in cutting a large number. 

Steel metal templates of adequate dimensions shall be made to correspond to each member and 

temperature effect shall be taken into account where necessary. 

2.7 Fabrication and Welding : When the lengths of sections required for fabrication are not more than 

the standard lengths of rolling, no splicing of shorter length shall be allowed to be fabricated. Unless 

provided in the designs or specially permitted in writing by the Engineer-in-Charge. 

All the rolled sections forming part of the structural member shall be cut square or accurately to 

shapes shown in the detailed drawings dead correct to lengths and shapes, a steel tape being used 

for measurement. The cut ends shall be dressed true with hammer, chisel and file or by grinding. 

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All straightening, levelling and shaping to form shall be done by pressure and not by hammering 

unless the latter is specially permitted by the Engineer-in-Charge. Bending, cutting, forging, etc. shall 

be done in such a manner as not to impair the strength of the metal. 

Where tight fits are required or stress is to be transmitted through end contacts, the ends or surfaces 

shall be faced and brought to a true contact bearing. 

The expansion bearing surface where provided, shall be machined true and smooth and in the 

direction of the movement. 

1. Columns and stanchions shall be erected truly vertical with the necessary cross bracing etc. and 

the base shall be properly fixed with the foundation concrete by means of anchor bolts etc. as per 

drawings. 

2. Anchor bolts to be placed in the concrete foundation should be held in position with a wooden 

template. At the time of concreting anchor bolt locations shall be provided with suitable timber mould 

or pipe sleeve to allow for adjustment which shall be removed after initial setting of concrete. The 

spaces left around anchor bolts shall be linked to a stopping channel in the concrete leading to the 

side of the pedestal and on the underside of the base plate to allow the spaces being grouted up after 

the base plate is fixed in the position along with the column footing. Grouting shall be of cement 

mortar 1:3 (1 cement: 3 coarse sand) or as specified. 

3. Bedding of Column, Stanchions etc. : Bedding shall not be carried out until the steel work has been 

finally levelled, plumbed and connected together. The stanchion shall be supported on steel wedges 

and adjusted to make the column plumb. For multi-stored buildings, the bedding shall not be done 

until sufficient number of bottom lengths of stanchions have been properly lined, levelled and plumbed 

and sufficient floor beams are fixed in position. The base plates shall be wedged clear of the bases by 

MS wedges and adjusted where necessary to plumb the columns. The gaps under the base plate may 

be made up to 25 mm shall then be pressure grouted with cement grouts. 

With small columns, if permitted by the Engineer-in-Charge, the column base shall be floated on a 

thick cement grout on the concrete pedestal. The anchor bolt holes in the base plate may be made 

about 10 to 15mm larger than the bolts. In such cases suitable washers shall be provided. 

4. Welding : The steelwork in built up section (welded) such as in trusses, framed work etc. is 

specified in this clause. 

Welding shall generally be done by electric arc process as per IS:816 and 823. The electric arc 

method is usually adopted and is economical. Where electricity for public is not available generators 

shall be arranged by the contractor at his own cost unless otherwise specified. Precautions shall 

therefore be taken to avoid distortion of the members due to these temperature stresses. 

The work shall be done as shown in the shop drawings, which should clearly indicate various details 

of the joint to be welded, type of welds, shop and site welds as well as the type of electrodes to be 

used. Symbol for welding on plane and shops drawings shall be according to IS 813-1986. By 

providing tack welding the structure be assembled and correctness as per drawing be checked. After 

confirming the structure assembled is true alignment level and as per approved drawing welding at 

each joint be taken in hand. Length of welding at each joint for each member be worked out and 

ensured that at least 1.25 times welding length is provided at each joint for each member. No tack 

welding be allowed. 

As far as possible every efforts shall be made to limit the welding that must be done after the structure 

is erected so as to avoid the improper welding that is likely to be done due to heights and difficult 

positions on scaffolding etc. apart from the aspect of economy. The maximum dia of electrodes for 

welding any work shall be as per IS 814-1991 and appendix ‘B’ of IS 823-1964. Joint surfaces, which 

are to be welded together, shall be free from loose mill scale, rust, paint, grease or other foreign 

matter, which adversely affect the quality of weld and workmanship. 

Contractor. 


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5. Precautions : All operations connected with welding and cutting equipment shall confirm to the 

safety requirements given in IS: 818 for safety requirements and Health Provision in Electric and gas 

welding and cutting operations. 

Operation, Workmanship and Process of Welding is described in Appendix. Inspection and testing of 

welds shall be as per IS: 822. 

6. Assembly : Before welding is commenced, the members to be welded shall first be brought 

together and firmly clamped or tack welded to be held in position. This temporary connection has to 

be strong enough to hold the parts accurately in place without any disturbance. Tack welds located in 

places where final welds will be made later shall conform to the final weld in quality and shall be 

cleaned off slag before final weld is made. 

7. Erection : Steelwork shall be hoisted and erected in position carefully, without any damage to itself, 

other structures and equipment and injury to workmen. The method of hoisting and erection proposed 

to be adopted by the contractor shall be got approved from the Engineer-in-Charge in advance. The 

contractor however shall be fully responsible for the work being carried out in a safe and proper 

manner without unduly stressing the various members and proper equipment such as derricks, lifting 

tackles, winches, ropes etc. shall be used. 

The work may be erected in suitable units as may be directed by the Engineer-in-Charge. Fabricated 

members shall be lifted at such points as to avoid deformation or excessive stress in members. The 

structure or part of it placed in position shall be secured against over-turning or collapse by suitable 

means. 

During execution, the steelwork shall be securely bolted or otherwise fastened and when necessary 

temporarily braced to provide for all loads to be carried safely by the structure during erection 

including those due to erection equipment and its operations. The steel work shall be placed in proper 

position as per approved drawing, final riveting or permanent bolting shall be done only after proper 

alignment has been checked and confirmed. 

8. Trusses shall be lifted only at nodes. The trusses above 10m in span shall not be lifted by slinging 

at two mid points of rafters, which shall be temporary braced by a wooden member of suitable section. 

After the trusses are placed in position, purlins and wind bracings shall be fixed as soon as possible. 

The end of the truss, which faces the prevailing winds, shall be fixed with holding down bolts and the 

other end kept free to move. In case of trusses of spans up to 10m the free end of the truss shall be 

laid on lead sheet or steel plate as per design, and the holes for holding down bolts shall be made in 

the form of oblong slots so as to permit the free movements of the truss 

2.8 Painting : All surfaces, which are to be painted, oiled or otherwise treated shall be dry and 

thoroughly cleaned to remove all loose scale and loose rust. Surfaces not in contact but inaccessible 

after shop assembly, shall receive the full-specified protective treatment before assembly. This does 

not apply to the interior of sealed hollow sections. Part to be encased in concrete shall not be painted 

or oiled. A priming coat of approved steel primer i.e. Red Oxide Zinc chrome primer conforming to 

IS:2074 shall be applied before any member of steel structure are placed in position or taken out of 

workshop. 

2.9 Item to Include : The item includes all material, ERW Tubes, nut bolts, labour, tools and 

equipments, manufacturing, transportation, erection painting etc. as per the drawings and directed. It 

also includes all taxes, insurance etc. 

2.10 Mode of Measurement and Payment : The work as fixed in place shall be measured in running 

metres correct to a millimetre and weights calculated on the basis of standard tables correct to the 

nearest kilogram. 

Unless otherwise specified, weight of cleats, brackets, packing pieces, bolts, nuts, washers, distance 

pieces, separators, diaphragm gussets (taking overall square dimensions) fish plates, etc. shall be 

added to the weight of respective items. 

Contractor. 


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No deduction shall be made for bolt holes (excluding holes for anchor or holding down bolts) 

The weight of steel sheets, plates and strips shall be taken from relevant Indian Standards based on 

7.85 kg/m2 for every millimeter sheet thickness. For rolled sections, steel rods and steel strips, weight 

given in relevant Indian Standard shall be used. 

The contract rate shall be per Metric tonne weight of the component fabricated and measured as 

above, correct to a 3 decimals (one gram). 

Item No 17 Providing 6 mm thick asbestos cement corrugated sheet conforming to IS:459-1992, for 

roofing and laying the same in position as per the stipulation in IS:3007-1991 including galvanised iron 

L or J hook bolts, and galvanised iron and bituminous washers, galvanised iron clamps, nuts and bolts 


4.1 General : The item pertains to providing and fixing the roofing of Asbestos Cement 

Corrugated Sheets (A.C. Sheet roofing). 

4.2 Material : The A.C. corrugated sheets shall be of the approved quality and shall conform to 

IS:459. The sheets shall be free from cracks, chipped edges or corners and other damages. 

4.3 Laying : 

1. The sheets shall be laid on the purlins and other roof members as indicated in the 

working drawings or as instructed by the Engineer-in- Charge. 

2. The maximum spacing of purlins under the sheets shall be 1.40 metres in the case of 6mm 

thick sheets and these shall in no case be exceeded. Ridge purlins shall be fixed at 75 mm to 115 

mm from the apex of the roof. 

3. The top bearing surfaces of all purlins and of other roof members shall in one plane so that 

the sheets when being fixed shall not require to be forced down to rest on the purlins. The finished 

roof shall present a uniform slope and the line of corrugations shall be straight and true. The sheets 

shall be laid with the smooth side upwards. 

4. The sheets shall be laid with a side lap of half a corrugation and an end lap of 15 cm 

minimum in the case of roof with a pitch flatter than 1 vertical to 2.5 horizontal (approx. 22 degree) 

or in the case of very exposed situations, the minimum permissible end lap shall be 20 cms. 

Side slaps should be laid on the side facing away from the prevailing monsoon winds. 

5. The free overhang of the sheets at the eaves shall not exceed 30 cm. Corrugated sheets shall 

be laid from left to right starting at the eaves. The first sheet shall be laid uncut but the remaining 

sheets in the bottom row shall have the top left hand corner and bottom right hand corner cut for the 

half the corrugation and length equivalent to overlap as per manufacturers code of practise. The last 

or top row sheets shall all have the bottom right corner cut with the exception of the last sheet which 

shall be laid uncut. If for any reason such as on considerations of the direction of prevailing winds, 

laying is to be started from the bottom right hand corner, then the whole procedure should be 

reversed. 

6. The method described above is necessary to provide a snug fit where four sheets meet at a 

lap. It is cut from a point 15 cm (or whatever the length of the end lap may be) up the vertical side of 

the sheet to a point 5 cm along the horizontal edge. The cutting may be done with an ordinary wood 

saw at site. 

4.4 Fixing : 

1. Sheets shall be secured to the purlins and other roof members by means of 8mm diameter 

galvanised iron J or L hook bolts and nuts. While, J hooks are used for fixing to angle iron purlins, L 

hooks are used for fixing to RS joists, timber or precast, concrete purlins. The grip of the J or L hook 

bolt on the side of the purlin shall not be less than 25mm. Each galvanised iron J or L hook bolt shall 

have a bitumen washer and a galvanised iron washer placed over the sheet before the nut is screwed 

down from above. On each purlin there shall be one hook bolt on the crown adjacent to the side lap 

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87 

on either side. Bitumen washer shall be of approved manufacture. Minimum 2 Nos. 'J' or 'L' bolts shall 

be fixed per purlin per sheet. 

2. The GI flat washer shall be 25 mm in diameter, 1.6 mm thick and the bitumen washer shall be 

35 mm in diameter and 1.5 mm thick. The length of J bolt or crank bolt shall be as specified in drawing 

or as directed. 

3. Each nut shall be screwed lightly at first. After a dozen or more sheets are laid, the nuts 

shall be tightened to ensure a leak proof joint. 

4. Holes for hooks bolts etc. shall be drilled and not punched, always through the crown of the 

corrugation and not in valleys, in locations to suit the purlins while the sheets are on the roof in their 

correct position. The diameter of holes shall be 2 mm more than the diameter of the fixing bolts. No 

hole shall be nearer than 40 mm to any edge of a sheet or any accessory. 

5. Roof ladders or planks shall always be used when laying and fixing the sheets, to avoid 

damage to the sheets, and to provide security to the workmen. 

6. If necessary scaffolding may be provided to facilitate laying and fixing. 

4.5 Finish : The completed roof shall present a neat and uniform appearance and be leak 

proof. 

4.6 Item to Include : Item includes all labour, material, tools and equipments, scaffolding, all 

taxes, transportation of material, etc. complete as per the specifications. 

4.7 Mode of Measurement and Payment : 

1. Length and breadth shall be measured correct to a cm and its area shall be calculated in 

square metres correct to two places of decimal. 

2. The superficial area of roof coverings shall be measured on the flat without allowance 

for laps and corrugations. Portions of roof covering overlapping the ridge or hips etc. shall be 

included in the measurements of the roof. 

3. Roof with curved sheets shall be measured and paid for separately. Measurements shall be 

taken on the flat and not girthed. The breadth of the roof shall be measured along the rest of the 

curved sheets. 

No deductions in measurements shall be made for opening up to 0.4 m2 and nothing extra shall be 

allowed for forming such opening. For any opening exceeding 0.4 m2 in area, deduction in 

measurements for the full opening shall be made and in such cases the labour involved in making 

these openings shall be paid for separately. Cutting across corrugation shall be measured on the flat 

and not girthed. The contract rate shall include the cost of all the materials and labour involved in all 

the operations described above except otherwise stated. This includes the cost of roof sheets, 

galvanised iron J or L hook, bolts and nuts, bituminous and galvanised iron washers. 

Item No 18 Dismantling BB Masonry in lime or cement mortar and stacking the material as directed 

with all leads and lifts complete. 

2.1 General : The item pertains to dismantling the BB Masonry in lime or cement mortar of existing 

structures and stacking the material as directed, with all leads and lifts. 

2.2 Demolition Procedure : Before dismantling of B.B. Masonry in lime or cement mortar, the 

contractor shall submit the dismantling scheme and program to the Engineer in Charge for approval. 

The dismantling work shall be carried out in such a way that, the dismantled material such as bricks 

etc. shall mostly be reusable. The appropriate tools and machinery shall be used. In case the 

Engineer in Charge feels that the work is being carried out is causing avoidable loss or damages of 

Contractor. 


88 

the dismantled material, the Engineer in Charge has the rights to either penalise or recover the cost of 

material from the amounts payable to the contractor. 






2.4 Stacking of Dismantled Materials : All dismantled materials shall be stacked in neat piles at 

location shown by the Engineer-in-charge. Recovered materials from demolition shall be stacked size 

wise. Similarly all fixtures, wind ties etc. shall be stacked separately. Ridges, gutters and other special 

materials shall be stacked so that accounting is possible. In case Engineer-in-charge so desires, he 

may instruct the contractor to transport the material to MIDC stores, and lead charges for the same 

shall be deemed to have been included under relevant items in the contract. The bricks shall be 

stacked in measurable heaps as directed. 

2.5 Disposal : Dismantled items, which are not reusable or broken during demolition and other 

disposable materials etc. shall be disposed off as per the directions of the Engineer-in-charge. 

2.6 Item to Include : The item includes dismantling the BB Masonry in lime or cement mortar of walls 

of any structure, with appropriate tools and equipment, scaffolding if required, material, labour, 

transporting the material to the location and stacking / disposing the material as directed by the 

Engineer-in-charge. 

2.7 Mode of Measurement and Payment : The measurement of the actual volume of the BB Masonry 

to be dismantled, in cum, shall be taken before the actual work of demolition starts. 

Payment shall be made on the basis of volume of the BB Masonry dismantled, at the contract rate is 

per cum. No deductions for the breakage of bricks shall be made if such breakages are unavoidable 

in opinion of the Engineer-in-charge. Deductions for the breakage shall be made if they are due to 

negligence or mishandling the material even during transporting or stacking. The decision of the 

Engineer-incharge, regarding deduction shall be final. 

Item No 19 Removing doors and windows with frames & shutters fixed in position and stacking 

them with all leads and lifts as directed. 

6.1 General : The item pertains to removal of all doors and windows with frames & shutters in all 

materials like timber, aluminum, steel etc. along with shutters & stacked as per directions of the 

Engineer-incharge, with all leads and lifts. 

6.2 Demolition Procedure : Generally the doors and windows shall be removed along with the 

dismantling work of brick or stone masonry, sheds etc.. However in case of some works for renovation 

and alterations the existing doors and windows may have to be replaced. In either case the removal of 

doors and windows shall have to be done carefully and before breaking of the brick or stone masonry. 

The shutters of heavy doors and windows may be removed first for ease of handling. The frames shall 

be removed by breaking the bricks or stones at the likely locations of the fasteners of the frame. 






6.4 Stacking of Dismantled Materials : The doors and windows coming out of dismantling shall be 

stacked separately with the markings of sizes and numbering as directed and returned to the MIDC 

stores or disposed off as per directions of the Engineer-in-charge. 

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89 

6.5 Disposal : Generally the reusable material shall be stacked as above. The totally non-serviceable 

material shall be disposed off as directed. 

6.6 Item to Include : The item includes removing of doors and windows, with appropriate tools and 

equipment, scaffolding if required, material, labour, marking and numbering, transporting the to the 

location and stacking / disposing as directed by the Engineer-in-charge. 

6.7 Mode of Measurement and Payment : The measurement of the actual number of doors and 

windows removed, shall be recorded. Even during the course of dismantling the brick or stone 

masonry or sheds are carried out under the respective items, the doors and windows are required to 

be removed, they shall be measured and paid under this item. 

Payment shall be made on the basis of number of doors and windows removed, at the contract rate 

per number. 

Item No 20 Dismantling Stone Masonry in cement mortar or lime mortar and stacking the material 

as directed with all leads and lifts complete. 

3.1 General : The item pertains to dismantling of stone masonry in lime and cement mortar, of existing 

structure and stacking the dismantled material as directed by the Engineer in Charge with all leads 

and lifts. 

3.2 Demolition Procedure : Before dismantling of Stone Masonry in lime or cement mortar, the 

contractor shall submit the dismantling scheme and program to the Engineer in Charge for approval. 

The dismantling work shall be carried out in such a way that, the dismantled material such as stones 

etc. shall mostly be reusable. The appropriate tools and machinery shall be used. In case the 

Engineer in Charge feels that the work is being carried out is causing avoidable loss or damages of 

the dismantled material, the Engineer in Charge has the rights to either penalise or recover the cost of 

material from the amounts payable to the contractor. 






3.4 Stacking of Dismantled Materials : All dismantled materials shall be stacked in neat piles at 

location shown by the Engineer-in-charge. Recovered materials from demolition shall be stacked size 

wise. Similarly all fixtures, wind ties etc. shall be stacked separately. Ridges, gutters and other 

special materials shall be stacked so that accounting is possible. In case Engineer-in-charge so 

desires, he may instruct the contractor to transport the material to MIDC stores, and lead charges for 

the same shall be deemed to have been included under relevant items in the contract. The bricks 

shall be stacked in measurable heaps as directed. 

3.5 Disposal : Dismantled items, which are not reusable or broken during demolition and other 

disposable materials etc. shall be disposed off as per the directions of the Engineer-in-charge. 

3.6 Item to Include : The item includes dismantling the Stone Masonry in lime or cement mortar of 

walls of any structure, with appropriate tools and equipment, scaffolding if required, material, labour, 

transporting the material to the location and stacking / disposing the material as directed by the 

Engineer-in-charge. 

3.7 Mode of Measurement and Payment : The measurement of the actual volume of the BB Masonry 

to be dismantled, in cum, shall be taken before the actual work of demolition starts. Payment shall be 

made on the basis of volume of the BB Masonry dismantled, at the contract rate is per cum. No 

deductions for the breakage of bricks shall be made if such breakages are unavoidable in opinion of 

the Engineer-in-charge. Deductions for the breakage shall be made if they are due to negligence or 

mishandling the material even during transporting or stacking. The decision of the Engineer-incharge, 

regarding deduction shall be final. 

Contractor. 


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Item No 21 Providing and laying in position plain cement concrete using granite or black trap graded 

metal including mixing in a mechanically operated mixer, dewatering, compacting, curing as required 

complete for all lifts up to a + 5 M. above or below the ground level where concrete is proposed, 

including shuttering using ordinary Portland cement. 

b) In 1:3:6 proportion. 

1.1 General : The item pertains to providing and laying in position Plain Cement Concrete (PCC) of 

specified proportion. The work includes providing all material, mixing, compacting, curing, shuttering, 

dewatering etc. complete up to lift of ± 5 m. 

1.2 Material: 

1. Cement : Ordinary Portland Cement (OPC) as specified at item Gen/C/0.2.1. 

2. Fine Aggregate (Sand) : specifications shall conform to item Gen/C/0.2.2. 

3. Coarse Aggregate : specifications shall conform to item Gen/C/0.2.3. Grading and maximum size of 

coarse aggregate shall be as specified in the drawing. Normally the maximum size should not be 

more than 40 mm or 25 % of the minimum dimension of the member, whichever is less. 

4. Water : specifications shall conform to item Gen/C/0.2.4. 

1.3 Mix Proportion and Mixing : The mix proportion as specified on the drawing, separately for each 

component shall be provided. For detailed specifications refer to item No.Gen/C/0.5. For mixing 

without mechanical mixer, prior permission from the Engineer-in-charge shall be obtained. 

Specifications for mixing shall conform to item Gen/C/0.7. 

1.4 Formwork and Scaffolding : Formwork shall be provided for giving the desired shape and sizes for 

the PCC as per the drawings. The specifications shall conform to item Gen/C/0.19.7. The striping time 

also shall be as specified in the item. The scaffolding shall be normally provided of steel tubes. The 

specifications for scaffolding also shall conform to item Gen/C/0.19.8. 

1.5 Transportation, Placing and Compaction : Specifications shall conform to item Gen/C/0.8. 

1.6 Field Tests : The appropriate field tests as directed by the Engineer-incharge shall be carried out 

as explained in item Gen/C/0.15. 

1.7 Inspection & Testing of Structure : As per the contract conditions inspection & testing of a 

structure shall be carried out in accordance with item Gen/C/0.16 

1.8 Finishing of Concrete : The finishing of concrete surface shall be as per item Gen/C/0.17. 

1.9 Special Features : Special requirements such as Architectural shapes/ finishes, Expansion joints, 

Construction joints, Water stops, grouting, etc. shall be provided as shown on drawing/s and as 

directed by Engineer in Charge. For specifications for these the appropriate clauses of item Gen/C/0 

shall be referred. 

1.10 Curing : As per item Gen/C/0.14. 

1.11 Item to Include : This item for providing Plain Cement Concrete (PCC) with specified mix 

proportion at specified locations with initial lift of + 5 m above or below ground level includes all 

ingredients of concrete i.e. water, cement, fine and coarse aggregates, all transportation, dewatering, 

tools and plants, all taxes, royalties, labour, formwork, testing, curing etc. complete. 

Mode of Measurement and Payment : The measurements of the concrete laid shall be taken on 

volumetric basis in cum. The openings shall be deducted. The unit rate of concrete per cum of 

specified proportion includes all the items as explained in Gen/C/0.25. 

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Item No 22 Providing IInd class burnt brick masonry with conventional type bricks in foundation 

and upto plinth level including bailing out water striking out joints on exposed faces, scaffolding, curing 


b) 1:6 Cement Mortar. 

1.1 General : The item pertains to providing II class Burnt Brick (BB) Masonry in specified proportion 

of Cement Mortar as per drawing / contract, in foundation and upto plinth level. The item covers 

bailing out water striking out joints on exposed faces, scaffolding, curing etc. 


1. II-Class Burnt Bricks : Second Class Burnt bricks shall conform to the specifications as per 

Gen/D/0.2.2. Approval to samples of locally available bricks shall be taken from the Engineer-in- 

Charge and samples shall be preserved to compare with the supply to work site. 

2. The Sand or Fine Aggregate : The sand or fine aggregate for mortar shall be natural sand, crushed 

stone sand or crushed gravel sand. The specifications shall conform to item Gen/C/0.2.2. Test results 

of the grading of sand shall be submitted to the Engineer-in-Charge for approval. The decision in 

accepting the sand, which has deviation from specification, is left to the Engineer-in-Charge. 

3. Cement : Cement to be used shall conform to Specifications as per item Gen/C/0.2.1. 

4. Water : Water shall conform to Specifications as per item Gen/C/0.2.4 

1.3 Construction Procedure : 

1.3.1 Cement Mortar : Cement mortar shall meet the requirements of IS: 2250 and shall be prepared 

by mixing cement and sand by volume. Proportion of cement and sand shall be as specified or as 

directed by the Engineer-in-charge or as shown in drawings. The sand being used for mortar shall be 

sieved. The mortar shall be used as soon as possible after mixing and before it has begun to set and 

in any case within initial setting time of cement after water is added to the dry mixture. Mortar unused 

for more than initial setting time of cement, shall be rejected and removed from the site of work. 

Proportioning : The unit of measurement for cement shall be a bag of cement weighing 50 kgs and 

this shall be taken as 0.035 cubic metre. Sand shall be measured in boxes of suitable size on the 

basis of its dry volume. In case of damp sand, its quantity shall be increased suitably to allow for 

bulkage. 

Mixing : The mixing of mortar shall be done in mechanical mixer operated manually or by power. The 

Engineer-in-Charge may however, permit hand mixing, as a special case, taking into account the 

magnitude, nature and location of work. The Contractor shall take the prior permission of Engineer-in- 

Charge in writing, for using hand-mix, before the commencement of work. 

Mixing in Mechanical Mixer : Cement and sand in specified proportions, by volume, shall be 

thoroughly mixed dry in a mixer. Water shall then be added gradually and wet mixing continued for at 

least one minute. Care shall be taken not to add more water than that which shall bring the mortar to 

the consistency of a stiff paste. Wet mix from the mixer shall be unloaded on watertight masonry 

platform, made adjacent to the mixer. Platform shall be at least 150mm above the leveled ground, to 

avoid contact of surrounding earth with the mix. Size of the platform shall be such that it shall extend 

at least 300mm around the loaded wet mix area. Wet mix, so, prepared shall be utilised within initial 

setting time [thirty (30) minutes for ordinary Portland cement conforming to IS:269] after addition of 

water. Mixer shall be cleaned with water each time before suspending the work. 

Hand Mixing : The measured quantity of sand shall be levelled on a clean watertight masonry platform 

and cement bags emptied on top. The cement and sand shall be thoroughly mixed dry by being 

turned over and over, backward and forward, several times till the mixture is of uniform colour. The 

quantity of dry mix that can be consumed within initial setting time of cement shall then be mixed with 

just sufficient quantity of water to bring the mortar to the consistency of stiff paste. 

1.3.2 Brick Work : 

Soaking of Bricks : Bricks shall be soaked in water before use for a period that is sufficient for the 

water to just penetrate the whole depth of bricks as well as to remove dirt, dust and sand. Proper 

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soaking of bricks shall prevent the suction of water from the wet mortar as otherwise mortar will dry 

out soon and crumble before attaining any strength. The bricks shall not be too wet at the time of use 

as they are likely to slip on mortar bed and there will be difficulty in achieving the plumb line of wall as 

well as proper adhesion of bricks to mortar. The period of soaking shall be determined at site by field 

test by immersing the bricks in water for different periods and then breaking the bricks to find the 

extent of water penetration. The least period that corresponds to complete soaking, will be the one, to 

be allowed for in the construction work. 

The soaked bricks shall be removed form the tank, sufficient early, so that at the time of laying, they 

are skin dry. The soaked bricks shall be stacked over a clean place, on wooden planks or masonry 

platforms to avoid earth, dirt being smeared on them. 

Laying of Bricks : 

Brick Work (one or more brick thickness) : Brickwork (one or more brick thickness) shall be laid in 

English Bond unless otherwise specified. Half or cut bricks shall not be used except when needed to 

complete the bond. In no case the defective bricks shall be used. 

A layer of average thickness of 10 mm of cement mortar shall be spread on full width over a suitable 

length of lower course or the concrete surface. In order to check and achieve uniformity in masonry, 

the thickness of bed joints shall be such that four courses and three joints taken consecutively shall 

measure equal to four times the actual thickness of the brick plus 30 mm. Each brick with frog upward 

shall be properly bedded and set in position by gently tapping with handle of trowel or wooden mallet. 

Its inside faces shall be buttered with mortar before the next brick is laid and pressed against it. After 

completion of the course, all vertical joints shall be filled from top with mortar. 

All brick course shall be taken up truly plumb; if battered, the batter is to be truly maintained. All 

courses shall be laid truly horizontal and vertical joints shall be truly vertical. The level and verticality 

of work in walls shall be checked up at every 1- metre interval. 

The masonry walls of structures shall be carried up progressively, leaving no part one metre lower 

than the other. If this cannot be adhered to, the brick work shall be raked back according to bond (and 

not left toothed) at an angle not more than 45 degrees but raking back shall not start within 60 

centimetres of a corner. In all cases returns, buttresses, counter forts, pillars etc. shall be built up 

carefully course by course, and properly bonded with the main walls. The brickwork shall not be 

raised more than fourteen (14) courses per day. 

At the junction of any two walls, the bricks shall at each alternate course, be carried into each of the 

respective walls so as to thoroughly unite the work. 

The courses at the top of plinth and sills, at the top of the wall just below the soffit of the roof slab or 

roof beam and at the top of the parapet, shall be laid with bricks on edge. Brick on edge course shall 

be so arranged as to tightly fit under the soffit of the roof beam or roof slab, restricting the mortar layer 

thickness upto 12mm, however, any gap between the finished brick work and soffit or roof slab/beam 

shall be suitably sealed with the mortar. 

Brick Work (Half Brick Thickness) : For brick walls of half brick thickness, all courses shall be laid with 

stretchers. Wall shall be reinforced with 2 nos. - 6 mm diameter mild steel reinforcement bars, placed 

at every third course. The reinforcement bars shall be straightened and thoroughly cleaned. Half the 

mortar thickness for the bedding joint shall be laid first and mild steel reinforcement, one on each face 

of the wall, shall be embedded, keeping a side cover of 12 mm mortar. Subsequently, the other half of 

the mortar thickness shall be laid over the reinforcement covering if fully. 

The reinforcement bars shall be carried atleast 150 mm into the adjoining walls or RCC columns. In 

case the adjoining wall being of half brick thickness, the length of bars shall be achieved by bending 

the bars in plan. At the junction of two walls, the brick shall, at each alternate course, be carried into 

each of the respective walls so as to thoroughly unite the work. The brick masonry work shall not be 

raised more than 14 courses per day. 

Brick course under the soffit of beam or slab, shall be laid by restricting the mortar thickness to 12mm. 

However, any gap between the finished brickwork and soffit of slab/beam, shall be suitably sealed 

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with the mortar. After every 1.0 m height of masonry C.C. M-15 grade band of 80 mm thick with 2 

Nos. 6 mm M.S. Bars. 

Circular Brick Work : The detailed specification for brick work as above shall apply, in so far as these 

are applicable. Brick forming skewbacks, shall be dressed or cut so as to give proper radial bearing. 

Defects in dressing of bricks shall not be covered up by extravagant use of mortar, nor shall the use of 

chips etc, be permitted. 

The circular brickwork shall be carried up from both ends simultaneously and keyed in the centre. The 

bricks shall be flushed with mortar and well pressed into their position so as to squeeze out a part of 

their mortar and leave the joints thin and compact. All joints shall be full of mortar and thickness of 

joints shall be between 5 mm and 15 mm. 

Jointing : Joints shall be restricted to a width of 10mm with brickwork of any classification. All bed 

joints shall be normal to the pressure upon them i.e. horizontal in vertical walls, redial in circular brick 

masonry and at right angles to the face in the battered retaining walls. The vertical joints in alternate 

courses shall be taken that all the joints are full of mortar, well flushed up. In case no pointing is to be 

done, cement mortar shall be neatly struck as the work proceeds. The joints in faces, which are to be 

plastered or pointed, shall be squarely raked out to a depth of 12mm while the mortar is still green. 

The rake joints shall be brushed to remove loose particles. After the day’s work, the faces of the brick 

shall be cleaned on the same day with wire brush and all mortar dropping removed. 

1.3.3 Bad Workmanship : If the workmanship of the brick work laid, or the strengths of mortar after 

testing found to be not of acceptable standard, the Engineer-in-charge shall ask the contractor to 

demolish the brickwork and redo the brickwork of good quality at the contractors cost. 

1.4 Curing : Green work shall be protected from rain or any other running water or accumulated water 

from any source, by suitable means. Masonry works, as it progresses, shall be kept thoroughly wet by 

sprinkling water at regular intervals, on all faces. Curing shall be done after 24 hours of completion of 

day’s work and shall be done for atleast 7 days after completion. Proper watering cans with spray 

nozzles, rubber or PVC pipes shall be used for this purpose. 

1.5 Testing : The testing of Bricks for its crushing strength, water absorption test etc. shall be carried 

out as specified in Gen/D/0.2. Tests for grading of sand / fine aggregate, bulkage etc shall be as 

specified at Gen/C/0 and Gen/C/0.2.2. 

Tests for cement shall be as specified at Gen/C/0.2.1. 

All the tests shall have to be carried out as directed and the cost of contractor. The test records shall 

be maintained and kept at site for inspection. 

1.6 Staging/Scaffolding : Staging/scaffolding shall be properly planned and designed by the 

Contractor. Use of only tubes is permitted for staging/scaffolding. Design of staging/scaffolding shall 

be submitted for approval of the Engineer-in-Charge, before commencement of work. 

Single scaffolding having one set of vertical support, shall be used and other end of the horizontal 

scaffolding member shall rest in a hole provided in the header course. The supports shall be sound 

and strongly clamped with the horizontal pieces over which the scaffolding planks shall be fixed. The 

holes left in the masonry works for supporting the scaffolding shall be filled and made good with plain 

cement concrete of grade 1:3:6 during plastering. Suitable access shall be provided to the working 

platform area. The scaffolding shall be strong enough to withstand all loads likely to come upon it and 

shall also meet all the requirements specified in IS : 2750. 

Double scaffolding shall be provided for pillars less than one metre in width or for the first class 

masonry or for a building having more than two storeys. 

The following measures shall also be considered during erection of the scaffolding/staging. 

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94 

a) Sufficient sills or underpinnings, in addition to base plates, shall be provided, 

particularly, where scaffoldings are erected on soft grounds. 

b) Adjustable bases to compensate for uneven ground shall be used. 

c) Proper anchoring of the scaffolding/staging at reasonable intervals shall be provided in 

each direction with the main structure wherever available. 

d) Horizontal braces shall be provided to prevent the scaffolding from rocking. 

e) Diagonal braces shall be provided continuously from bottom to top between two 

adjacent rows of vertical supports. 

f) The scaffolding/staging shall be checked at every stage for plumb line. 

g) Wherever the scaffolding/staging is found to be out of plumb, it shall be dismantled and reerected 

afresh. Effort shall not be made to bring it in line with a physical force. 

h) All clamps and couplings shall be properly tightened with nuts and bolts to avoid 

slippage. 

i) Erection work of a scaffolding/staging under no circumstances shall be left totally to 

semiskilled of skilled workmen and shall be carried out under the supervision of contractor’s 

technically qualified civil engineer. 

For smaller works or work in remote areas, wooden ballies or bamboos may be permitted for 

scaffolding/staging by the Engineer-in-Charge at his sole discretion. The contractor must ensure the 

safety and suitability of such works as described under clause 3.5.1 

1.7 Embedment of Fixtures : All fixtures, pipes, conduits, holdfasts of doors and windows etc. required 

to be built in walls, shall be embedded in plain cement concrete of grade 1:3:6 at the required position 

as the work proceeds. 

1.8 Item to Include : Item includes supply of accepted standard IInd class bricks, all other material viz. 

cement, sand or fine aggregate, water; all labour; scaffolding; tools and equipment; bailing out the 

water, mixing of mortar, laying of the brickwork as specified above etc.. The cost of testing, the 

machinery hire/depreciation charges, charges for scaffolding, curing etc. are deemed to be included in 

the item rate for the brick work. Item also includes providing openings, fixtures, preparing soffits for 

beams or other elements, racking of joints on outer surface etc. upto a lift of + 5 m. 

1.9 Mode of Measurement and Payment : The measurement of brickwork will be on volumetric basis 

in cubic metre (cum). Deductions for rectangular or circular openings, shall be as per IS : 1200. 

Item No 23 Providing plaster in cement mortar in 1:3 without neeru finishing to concrete or masonry 

surface in all position including scaffolding and curing complete. 

a) 6 mm Thick Single Coat. 

2.1 General : The item pertains to providing Plaster in CM 1:3, without neeru finish to concrete or 

masonry surface. 


Cement : As per item Gen/C/0.2.1. 

Sand : As per item Gen/C/0.2.1 

Neeru : Standard brand instant neeru or sanala may be used. 

Water : As per item Gen/C/0.2.4 

2.3 Cement Mortar : Cement mortar of the specified proportion of 1:3 shall be prepared as per item 

Gen/E/0.2. 

2.4 Preparation of Surface : The joints in masonry shall be raked out properly. Dust and loose mortar 

shall be brushed out properly. Efflorescence if any, shall be removed by brushing and scrapping. The 

surface shall then be thoroughly washed with water, cleaned and kept wet before plastering is 

commenced. 

2.5 Scaffolding : The contractor shall provide scaffolding required for facility of construction. Quoted 

rates are deemed to included the cost of scaffolding as required. 

Contractor. 


95 

Scaffolding will be double or single as is warranted by the work. Scaffolding shall be erected with steel 

sections or pipes, bullies or bamboos of adequate strength so as to be safe for all construction 

operations. The contractor shall take all measures to ensure the safety of the work and working 

people. Any instruction of the Engineer-incharge in this respect shall also be complied with. The 

contractor shall be entirely responsible for any damage to property or injury to persons resulting from 

ill erected scaffolding, defective ladders and materials or otherwise arising out of his default in his 

respect. Proper scaffolding shall be provided to allow easy approach to every part of the work. 

Overhead work shall not be allowed. 

2.6 Application of Plaster : Before commencing the plastering the surface to the plastered shall be 

made wet sprinkling water. 

The patches of mortar, with thickness equivalent to thickness shall be provided on the area to be 

plastered. It shall be ensured that the surface all such patches is in true level/batter/plumb as the case 

may be; to achieve this the thickness of patches may vary marginally, but average thickness shall not 

be less than that specified. 

1. Ceiling plaster shall be completed before commencement of wall plaster. 

2. Plastering shall be started from the top and worked down towards the floor. All putlog holes shall be 

properly filled in advance of the plastering as the scaffolding is being taken down. To ensure even 

thickness and a true surface, plaster about 15x15 cm shall be first applied, horizontally and vertically, 

at not more than 2 m intervals over the entire surface to serve as gauge. The surfaces of these 

gauged areas shall be truly in the plane of the finished plaster surface. The mortar shall then be laid 

on the wall, between the gauges with trowel. The mortar shall be applied in a uniform surface slightly 

more than the specified thickness and then brought to a true surface by working a wooden straight 

edge reaching across the gauges, with small upward and side ways movements at a time. Finally the 

surface shall be finished off true with trowel or wooden float according as a smooth or a sandy 

granular texture is required. Excessive trawling or over working the float shall be avoided. During this 

process a solution of lime putty shall be applied on the surface to make the later workable. 

3. All corners, arises, angles and junctions shall be truly vertical or horizontal as the case may be and 

shall be carefully finished. Rounding or chamfering corners, arises, provision of grooves at junction 

etc. where required shall be done without any extra payment. Such rounding, chamfering or grooving 

shall be carried out using proper templates or battens to the sizes required. 

4. When suspending work at the end of the day, the plaster shall be left, cut clean to line both 

horizontally and vertically. When recommencing the plastering, the edge of the old work shall be 

scrapped cleaned and wetted with lime putty before plaster is applied to the adjacent areas, to enable 

the two to properly joint together. Plastering work shall be closed at the end of the day on the body of 

wall and not nearer than 15 cm to any corners or arises. It shall not be closed on the body of the 

features such as plasters, bands and cornices, nor at the corners of arises. Horizontal joints in plaster 

work shall not also occur on parapet tops and coping as these invariably lead to leakage. No portion 

of the surface should be left out initially to be patched up later on. 

5. The surface of the under coat on which the punning is to be done shall be left rough. The punning 

shall be applied, when the under coat is still green. The mortar for punning shall be applied in a 

uniform layer slightly more than 3 mm thick between gauged pads, with which to ensure an even and 

uniformly thick surface by frequent checking with a wooden straight edge. It shall be finished to an 

even and smooth surface with trowels. 

2.7 Finish : The plaster shall be finished to a true level and plumb surface and to the proper degree of 

smoothness as required. The work shall be tested frequently as the work proceeds with a true straight 

edge not less than 2.5 m long and with plumb bobs. All horizontal lines and surfaces shall be tested 

with a level and all jambs and corners with a plumb bob as the work proceeds. 

2.8 Thickness : The thickness of the plaster specified shall be measured exclusive of the thickness of 

key i.e. grooves or open joints in brick work. The average thickness of plaster shall not be less than 

the specified thickness or 12mm. The minimum thickness over any portion of the surface shall not be 

less than specified thickness by more than 3 mm. The average thickness should be regulated at the 

time of plastering by keeping suitable thickness of the gauges. Extra thickness required in doubling 

Contractor. 


96 

behind rounding of corners at junction of wall or in plastering of masonry cornices etc. shall not be 

paid for. 

2.9 Curing : Curing shall be started 24 hours after finishing the plaster. The plaster shall be kept wet 

for a period of seven days. During this period, it shall be suitably protected from all damages at the 

contractor’s expenses by such means as the Engineer-in-charge may approve. The dates on which 

the plastering is done shall be legibly marked on the various sections plastered so that curing for the 

specified period thereafter can be watched. 

2.10 Precautions : Any cracks which appear in the surface and all portions which sound hollow when 

tapped, or are found to be soft or otherwise defective shall be cut out in rectangular shape and 

replastered as directed by Engineer-in-charge. 

When ceiling plaster is done, it shall be finished to chamfered edge at an angle at its junction with a 

suitable tool when plaster is being done. Similarly when the wall plaster is being done, it shall be kept 

separate from the ceiling plaster by a thin straight groove not deeper than 6 mm drawn with any 

suitable method while the plaster is green. 

To prevent surface cracks appearing between junction of column/beams and walls 150 mm wide 

chicken wire mesh should be fixed with U nails 150 mm c/c in one vertical plane should be carried out 

in one go. For providing and fixing chicken wire mesh with U nails, payment shall be made separately 

under relevant item. 

2.11 Item to Include : The item includes providing all materials for plastering, including transportation, 

royalty for material, all labour, tools and plants, machinery and equipments, staging, scaffolding, 

bailing out water, testing, curing and construction as per above specifications etc. complete. 

2.12 Mode of Measurement and Payment : The plaster area shall be measured in sqm as detailed 

below and shall be paid at the contract rate per sqm. 

Measurements : 

1. Length and breadth shall be measured correct to a cm and its area shall be calculated in m2 

correct to two places of decimal. 

2. Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves, or open joints in 

brickwork. 

3. The measurement of wall plaster shall be taken between the walls or partitions (the dimensions 

before the plaster shall be taken) for the length and from the top of the floor of skirting to the ceiling for 

the height. Depth of covers or cornices if any shall be deducted. 

4. The following shall be measured separately from wall plaster. 

Plaster bands 30 cm wide and under 

Cornice beading and architrave’s or architrave’s moulded wholly in plaster. 

Circular work not exceeding 6 m in radius 

5. Plaster over masonry pilasters will be measured and paid for as plaster only. 

6. A coefficient of 1.63 shall be adopted for the measurement of one side plastering on honeycomb 

work having 6 x 10cm opening. 

7. Moulded cornices and coves 

Length shall be measured at the centre of the girth. 

Moulded cornices and curves shall be paid in m2 the area being arrived at by multiplying length by the 

girth. 

Flat or weathered top to cornices when exceeding 15 cm in width shall not be included in the girth but 

measured with the general plaster work. 

Cornices, which are curved in their length, shall be measured separately. 

8. Exterior plastering at a height greater than 10 m from average ground level shall be measured 

separately in each story height. Patch plastering (in repairs) shall be measured as plastering new 

work, where the patch exceed 2.5 m2 extra payment being made for preparing old wall, such as 

dismantling old plaster, raking out the joints and cleaning the surface. Where the patch does not 

Contractor. 


97 

exceed 2.5 m2 in area it shall be measured under the appropriate item under sub head ‘Repairs to 

Building’ 

9. Deductions in measurements for opening, etc. will be regulated as follows. No deduction will be 

made for openings or ends of joints, beams, posts, girders, steps etc. up to 2.0 m2 in area and no 

additions shall be made either for the jambs, soffits and sills of such openings. When plastered an one 

face when plaster is provided on both faces the area of opening shall be deducted from one side. In 

respect of large openings with area more than 2.0 Sqm. The deduction for opening shall be made and 

jambs will be paid. The above procedure will apply to both faces of wall. 

Item No 24 Rebate for 

1) M.S. Collapsible shutter 

2) Wooden Door 

The agency should quote for the rebate towards the Old removed M S Collapsible Shutter & 

Wooden Door 

Mode of Measurement and Payment : Payment shall be deducted from the bill on Nos Basis. 

TERMS OF PAYMENT:- 100% payment will be released after the completion of 

work to the satisfactory of Engineer-in-charge. 

Contractor.

b-1 tender form - Maharashtra Industrial Development Corporation

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