TENDER FOR DD - T.T.C. & KALWATTTC Indl. Area Roads ...

MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION

TENDER DOCUMENT

TENDER FOR

Name of Work : DD - T.T.C. & KALWA...TTTC Indl. Area Roads...Construction of UCR Masonry Compound Wall with 1.5 mheight Chain Link Fencing and M. S. Entrance Gate forvacant MIDC land at Chinchpada and Yadav Nagar andProviding Watch and Ward Arrangement round the clockthroughout the year. (IVth Call)


Short Tender Notice1 1 1

Detailed Tender Notice2 2 4

B-1 Tender Form3 5 28

Schedule A4 29 31

PRICE VARIATION CLAUSE5 32 35

SPECIAL CONTRACT CONDITION6 36 36

MAINTENANCE GUARANTEE CLAUSE DURING DEFECT LIABILITY PERIOD.7 37 37

List of Defects Required to be observed and Rectified by the Contractor during the Defect Liability Period8 38 38

ADDITIONAL CLAUSE FOR WORKS COSTING MORE THAN RS.50 LAKHS9 39 39

GENERAL CONDITIONS10 40 41

DECLARATION FOR NON-EMPLOYMENT OF EX-MIDC EMPLOYEE11 42 42

Value Added Tax (VAT) Act and Contract Labour, Income Tax Clause12 43 44

SERVICE TAX CLAUSE (For other than maintenance, labour oriented and consultancy works)13 45 45

CLAUSE FOR REIMBURSEMENT OF TAXES/DUTIES14 46 46

CLAUSE FOR PAYMENT OF STAMP DUTY15 47 47

CLAUSE FOR RECOVCERY OF LABOUR CESS16 48 48

CLAUSE FOR RECOVERY OF ADDITONAL SECURITY DEPOSIT17 49 49

SPECIAL CONDITION FOR ROYALTY PAYMENT18 50 50

Certificate From Contractor19 51 51

GENERAL CONDITIONS OF CONTRACT20 52 58

QUALITY AUDIT CLAUSE21 59 59

Clause, Condition and MOU for Joint Venture for works costing less than Rs.300 Lakhs22 60 60

ANNEXURE – ‘A’ Joint Venture for works costing less than Rs.300 Lakhs23 61 62

ANNEXURE – ‘B’ Joint Venture for works costing less than Rs.300 Lakhs24 63 67

GENERAL SPECIFICATIONS FOR MATERIALS25 68 70

ADDITIONAL CONTRACT CONDITIONS REGARDING STEEL & CEMENT MATERIAL26 71 72

STANDARD CEMENT CONSUMPTION STATEMENT27 73 77

CEMENT VARIATION CLAUSE28 78 78

SPECIFICATION FOR FORM WORK29 79 80

SPECIAL CONDITIONS30 81 81

COMMON CONDITIONS AND ADDITIONAL CONTRACT CONDITIONS31 82 88

INSURANCE Clause of Work32 89 89

BANK GUARANTEE (PROFORMA)33 90 91

MOBILISATION ADVANCE CLAUSE34 92 92

SCOPE OF WORK35 93 93

GENERAL SPECIFICATIONS36 94 96

Index

Sr.No.

Particulars PageFrom

PageTo

Work Name : DD - T.T.C. & KALWA...TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with1.5 m height Chain Link Fencing and M. S. Entrance Gate for vacant MIDC land at Chinchpada andYadav Nagar and Providing Watch and Ward Arrangement round the clock throughout the year.(IVth Call)

SPECIFICATION FOR CEMENT CONCRETE37 97 106

GENERAL CONDITIONS38 107 107

ADDITIONAL CONTRACT CONDITIONS39 108 109

Schedule B40 110 115

Item Wise Specification41 116 136

• Note : The Amendment’s details for any Tender document are displayed immediately after that document. Thelist of all such Amendments is available at the end of the document.

Item Wise Specification42 137

Index

Sr.No.

Particulars PageFrom

PageTo

Work Name : DD - T.T.C. & KALWA...TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with1.5 m height Chain Link Fencing and M. S. Entrance Gate for vacant MIDC land at Chinchpada andYadav Nagar and Providing Watch and Ward Arrangement round the clock throughout the year.(IVth Call)

(A Government of Maharashtra Undertaking)


E tenders are invited for the work “TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with1.5 m height Chain Link Fencing and M. S. Entrance Gate for vacant MIDC land at Chinchpada and Yadav Nagarand Providing Watch and Ward Arrangement round the clock throughout the year. (IVth Call)” having estimatedcost of Rs. 1,26,33,196.00 from the contractor registered with PWD, Govt, of Maharashtra, CPWD, MES,Railways, CIDCO, MJP in appropriate class.

The blank tender forms are available on E Tendering module on MIDC's website ,<www.midcindia.org>. The

Tenderers are requested to download the entire tender document from MIDC's website. The last date of

submission of E Tender documents duly filled in shall be 22/02/2016 upto 12:00 Hrs. and shall be opened on

the same day if possible. For further details please see detail tender notice on MIDC's website.

Right to reject any or all tenders without assigning any reason there of is kept reserved by the competentauthority.

--------------NOTICE ENDS HERE--------------

TENDER NOTICE NO. ETN No. 29 for 2015-2016(Mumbai) / 2015-2016

Chief Engineer

Zone Mumbai

Page 1 Executive EngineerContractor

DETAILED TENDER NOTICE NO. ETN No. 29 for 2015-2016(Mumbai)

E tenders are invited from eligible contractors for the following work. The details of tender are given below.An amount given below towards Earnest Money Deposit (EMD) & cost of blank tender & application supportamount should be paid online and online payment for errection of Asphalt plant with in 30 Km if Applicable.A copy of EMD Exemption Certificate issued by MIDC may be submitted in lieu of payment for EMD and scannedcopy of the same shall be uploaded at relevant location.The tender will be considered only if the enclosures arein proper order.

The EMD 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 noted below.

1. Name of Work

DD - T.T.C. & KALWA...TTTC Indl. Area Roads...Construction of UCR Masonry Compound Wall with 1.5 mheight Chain Link Fencing and M. S. Entrance Gate forvacant MIDC land at Chinchpada and Yadav Nagar andProviding Watch and Ward Arrangement round the clockthroughout the year. (IVth Call)

2. Rs 1,26,33,196.00Estimated Cost

Earnest Money Deposit3.

In absence of valid EMD exemption certificate issued by MIDC payRs 1,00,000.00 online

4. Application Support Amount

Rs. 1000/- pay online (Non-refundable)

5. Security Deposit

Initial security deposit Rs 3,79,000.00 or 3.00% of tendered costwhichever is higher by DD of Nationalized Bank / Scheduled Bank/Bank approved by Government of Maharashtra. S. D. inform of BGwill be accepted when amount of S.D. is more than Rs.50,000

Rs 8,84,400.00 or 7.00% of tendered cost whichever is higherthrough RA bills.

Cost of Blank Tender Form6.Rs 7,000.00 pay online (Non Refundable)

Not RequiredDeposit for Asphalt Fees7.

Time Period8.12 Months Including monsoon

9. Availability of blank tender form05/02/2016 To 22/02/2016 (to be downloaded from the MIDC Etendering site www.midcindia.org).


10. Queries of contractorWill be received by E tendering upto 15/02/2016 05:00 PM

11. Reply to queries & MIDC clarificationWill be published on the website on 17/02/2016 06:00 PM

Last date of submission of Tender12.22/02/2016 upto 12:00 PM hrs. @ MIDC website.

Date of opening of PQ & tender

Place of Tender Opening13.

22/02/2016 02:00 PM hrs. (if possible)

Superintending Engineer (M), MIDC, Andheri (E), Mumbai -93

14. Class of registerationIV

15. Eligibility

Contractors registered in Class IV & above with PWD Govt.of Maharashtra or in appropriate class with CPWD/ MES/Railways/ MJP/ CIDCO & having experience of executing anysingle Civil work costing not less than Rs. 65 lakhs in anyGovt./ Semi Govt. Organisation/ local bodies during last 5financial years

Compensation16.Rs 3,000.00 per day for delay in work execution/ completionof work.

Validity of offer17.180 days from the date of opening of the tender. (Fromopening of First Envelope)

1. Important Note: A. The information regarding the tender & PQ form (if applicable) & the facility todownload it, will be available on MIDC E tendering portal on website www.midcindia.org. The downloaded &duly completed tender form shall be submitted (by eligible contractors only) without making any change inthe script of tender document. If after submission of tender, it is noticed that the tender script is modified inany manner whatsoever, the tender will be summarily rejected. Contractors may upload their queries beforeexpiry of query period. The replies to the queries received before the due date, will be published on thewebsite along with MIDC clarification (if any) which should be downloaded by the tenderer. The document ofreply to the queries of the contractor and MIDC clarification (if any) will form part & parcel of the tenderdocument & the clarifications given in the document will supercede the provisions of the tender. After thetender is accepted & offer letter is issued to the contractor, agreement shall be executed with the contractoron the tender copy prepared/printed by MIDC

B. Contractor must pay online:- a. EMD amount in absence of valid EMD exemption certificate issued by MIDC. b. Cost of Blank tender form. c. Application support amount. d. Deposit for erection of asphalt machinery within 30 Kms (if applicable) in absence of certificate and location plan uploaded at appropriate place.

2. The tenderer shall upload scanned copy / copies,of the following documents at appropriate place

Envelope No.1 shall contain (i.e. in 1(a) and 1(b):

(i) Valid EMD exemption certificate issued by MIDC (In case of JV, exemption certificate of lead partner)(Inabsence of EMD exemption certificate pay the EMD online.) (ii) Certificate and location plan of Asphalt plant within 30 Kms. (If applicable) (In absence of Certificate and


Zone Mumbai

Chief Engineer

(ii) Certificate and location plan of Asphalt plant within 30 Kms. (If applicable) (In absence of Certificate andlocation plan of Asphalt plant pay the deposit online.) (iii) Attested copy of valid Registration Certificate in appropriate class issued by PWD (GoM)/ CIDCO/Railways/ MJP/ MES/ CPWD. (iv) Professional Tax Registration Certificate for employees in E category for tenders without PQ and both i.e.'E' & 'R' category for tenders where PQ is applicable. (v) Registration Certification with Sales Tax Deptt. under VAT Act 2002, of Govt. of Maharashtra. (vi) Certified copy of PAN card. (In case of Joint Venture PAN Card of the Lead Partner) (vii) Experience certificate for single similar work during last 5 financial years executed in Govt. Deptt. semiGovt. / Local bodies such as MIDC/ CIDCO/ MJP local bodies etc. as specified elsewhere OR PQ form dulycompleted with supporting documents and specified therein (if applicable) (vii) Reply to queries of the contractor and MIDC clarification if any. (viii) If tenderer desires to form JV, the notarized MOU of JV shall be uploaded as per format enclosed (ifapplicable). (ix) In case of final asphalting work i.e. BM/AC/DBA/SDBC/PSS works included in composite work or singlework, if the asphalt work costs Rs.100 lakhs and above, the details of plant and machinery as per form No. 'A'of PQ form. (x) The photo copies duly attested, of the above certificates will have to be uploaded in Envelope No.1.Original shall be produced in the office of for verification on the day of opening of the tender as mentionedelsewhere. (xi) Attested copy of valid Registration Certificate in appropriate class issued by PWD (GoM)/ CIDCO/Railways/ MJP/ MES/ CPWD.

Envelope No.2 shall contain Price Bid:

Important Conditions -1. The Submission of tender shall be done in the manner prescribed by MIDC only.2. If the contents of Envelope No.1(a) and 1 (b) are not found as per the requirements of MIDC, theEnvelope No.2 will not be opened at all & the tender shall be summarily rejected.3. Tenderer should digitally sign wherever required.4. The tenderer shall be bound to keep open the offer upto 180 Days from the date of opening of thetender. (i.e. from opening of First Envelope of tender)5. The acceptance of the tender rests with the competent authority which does not bind itself to accept thelowest tender & reserves the right to reject any or all tenders without assigning any reason thereof.6. The notes & conditions stipulated in this notice & elsewhere in the tender shall form the part of theagreement.7. If it is found that the information submitted is misleading/ false or if it is found that certain information ishidden, then the contractor will be disqualified during any stage of tender process & even after opening oftender.




FORM B-1

PERCENTAGE RATE TENDER 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 pasted on a boardhung up in the office of the Executive Engineer, MIDC, Division No. 1, Thane. and signed by the ExecutiveEngineer, MIDC Dn.

This form will state the work to be carried out as well as the date for submitting and opening tenders, and the timeallowed for carrying out the work, also the amount of earnest money to be deposited with the tender and the amountof security deposit to be deposited by the successful tenderer, and the percentage, if any, to be deducted from bills. Itwill also state whether a refund of quarry fees, royalties, dues and ground rents will be granted. Copies of thespecifications, designs and drawings, estimated rates, scheduled rates and any other documents required inconnection with the work shall be signed by the Executive Engineer for the purpose of identification and shall also beopen for inspection by contractors at the office of the Executive Engineer during office hours.

Where the works are proposed to be executed according to the specifications recommended by a contractor andapproved by a competent authority on behalf of MIDC such specifications with designs and drawings shall form partof the accepted tender.

2. In the event of the tender being submitted by a firm, it must be signed separately by each partner thereof, and inthe event of the absence of any partner, it shall be signed on his behalf by a person holding a power of attorneyauthorising him to do so.

3. Receipts for payments made on account of any work, when executed by a firm, should also be signed by all thepartners except where the contractors are described in their tender as a firm, in which case the receipt shall be signedin the name of the firm's one of the partners, or by some other person having authority to give official receipts for thefirm.

4. Any person who submits a tender shall fill up the usual printed form stating at what percentage above or below therates specified in Schedule 'B' (memorandum showing items of work. to be carried out) he is willing to undertake thework. Only one rate or such percentage on all the estimated rates/ scheduled rates shall be named. Tenders whichpropose any alterations in the works specified in the said form of invitation to tender, or in the time allowed forcarrying out the work, or which contain any other conditions, of any sort will be liable for rejection. No printed form


of tender shall include a tender for more than one works but if contractor who wish to tender for two or more works,they shall submit separate tender for each work.

5. The Superintending/ Executive Engineer or his duly authorised Assistant shall open tenders in the presence ofcontractors who have submitted tenders or their representatives who may be present at the time, and he will enter theamounts of the several tenders in a comparative statement in a suitable form. In the event of a tender being accepted,the contractor shall, for the purpose of identification, sign copies of the specifications and other documentsmentioned in Rule 1. In the event of tender being rejected. the Divisional/ Competent officer shall authorise theScheduled Bank concerned to refund the amount of earnest money deposited to the contractor making the tender, onhis giving a receipt for the return of the money.

6. The officer competent to dispose of the: tenders shall have the right of rejecting all or any of the tender withoutassigning any reason thereof.

7. No receipt for any payment alleged to have been made by a contractor in regard to any matter relating to thistender or the contract shall be valid and binding on MIDC unless it is signed by the Executive Engineer.

8. The memorandum of work to be tendered for and the schedule of materials to be supplied by MIDC and their ratesshall be filled in and completed by the office of the Executive Engineer, before the tender form is uploaded. If a formwhich has not been so filled in and completed, contractor shall request the said office through query to have this donebefore he completes and submits his tender.

9. All works shall be measured net by standard measure and according to the rules and customs of MIDC and theirrates shall be without reference to any local custom.

10. Under no circumstances shall any contractor be entitled to claim enhanced rates for any items in this contract.

11. The measurements of work will be taken according to the usual methods in use in MIDC and no proposals toadopt alternative methods will be accepted. The Executive Engineer's decision as to what is the usual method in usein the MIDC will be final.

12. The contractor shall comply with the provision of the Apprentices Act 1961 and the rules and orders issuedthere under from time to time. If he fails to do so, his failure will be a breach of the contract and the SuperintendingEngineer, may in his discretion, cancel the contract. The contractor shall also be liable, for any pecuniary liabilityarising on account of any violation by him of the provisions of the Act.

========================================================================


MEMORANDUM

a Name of work TTTC Indl. Area Roads... Construction of UCRMasonry Compound Wall with 1.5 m height ChainLink Fencing and M. S. Entrance Gate for vacantMIDC land at Chinchpada and Yadav Nagar andProviding Watch and Ward Arrangement round theclock throughout the year. (IVth Call)

b Estimated Cost Rs. 1,26,33,196.00

c E.M.D. Rs. 1,00,000.00 by DD / RTGS of Nationalized

Bank / Scheduled Bank/ Bank approved byGovernment of Maharashtra payable at in favour ofExecutive Engineer, MIDC, Division No. 1, Thane.

d Security Deposit Initial SD Rs. 3,79,000.00 or 3.00 % of tendered cost

whichever is higher by DD / RTGS of NationalizedBank / Scheduled Bank/ Bank approved byGovernment of Maharashtra. S. D. inform of BG willbe accepted when amount of S.D. is more thanRs.50,000/-

Rs.8,84,400.00 or 7.00 % of tendered costwhichever is higher through RA bills.

Total SD Rs. 12,63,400.00 or 10.00 % of tendered costwhichever is higher.

e Percentage, if any, to be deductedfrom bills so as to make up the totalamount required as security deposit

10 %

f Compensation for non-completion ofwork in time/slow progress of work,for every day the work is carried out atdisproportionately slow rate

Rs. 3000 per day

g Time allowed for the work from thedate of written order to commence thework.

12 Months Including monsoon


I/We hereby tender for the execution of above stated work for Maharashtra Industrial Development Corporation(hereinafter referred to as MIDC) at (in figures) _____________________________________ percentabove/below. (in words) ________________________________________________ _percent above/below. Theestimated rates entered in Schedule B (memorandum showing items of work to be carried out) & in accordance withall specifications, designs, drawings, instructions & rules, terms & conditions of contract as hereinabove &hereinafter included in these documents & agree that when materials are provided by the MIDC, such material & therates to be paid for them shall be as provided in Schedule A hereto. Should this tender be accepted, I/We herebyagree to abide by & fulfill all the terms & conditions of contract annexed hereto & in default thereof to forfeit & payto MIDC the sums of money mentioned in the said conditions. Demand Draft No. _________________dated_____/ / _____from the bank ________________in respect of the sum of Rs.(in figures) _____________ &(in words) _______________________________________________________ is herewith forwarded, towards thecost of blank tender form, which is non-refundable.Demand Draft No. dated / / from thebank___________________________in respect of the sum of Rs.(in figures) _____________________ & (in words)________________________________ _____________________________________________ is herewithforwarded, representing the earnest money, full value of which is to be absolutely forfeited to MIDC should I/We donot 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 MIDC______ at % above/ below the estimated cost.

Place: Executive EngineerDate:


Maharashtra Industrial Development Corporation

CONDITION OF CONTRACT

CLAUSE 1; Securiy deposit: The person(s) whose tender may be accepted (hereinafter called the contractor, whichexpression shall unless excluded by or repugnant to the context include his heirs, executors, administrators &assigns) shall A) within 10 days (which may be extended by the Suptd. Engineer concerned upto 15 days if theSuperintending Engineer thinks fit to do so) of the receipt by him of the notification of the acceptance of his tender,deposit with the Exe. Engineer in cash to the Exe. Engineer (if deposited for more than 12months) of sum sufficientwhich will make up the full security deposit specified in the tender or B) Permit MIDC at the time of making anypayment to him for work done under the contract to deduct such as will amount (*% of all money so payable)suchdeductions to be held by MIDC by way of Security deposits) provided always that in the event of the contractordepositing a lump sum by way of security deposit as contemplated at (A) above, then & in such case, if the sum sodeposited shall not amount to 10.00 % of the total estimated cost of the work, it shall be lawful for MIDC at the timeof making any payment to the contractor for work done under the contract to make up the full amount of 10.00 % bydeducting a sufficient sum from every such payment at last aforesaid until the full amount of the security deposit ismade up. All compensation or other sums of money payable by the contractor to MIDC under the terms of hiscontract may be deducted from or paid by the sale of sufficient part of his security deposit or from interest arisingthere from or from any sums which may be due or may become due by MIDC to the contractor under any othercontract or transaction of any nature, on any account whatsoever & in the event of his Security deposit being reducedby reasons of any such deductions or sale as aforesaid, the contractor shall, within 10 days thereafter, make good incash as aforesaid any sum(s) which may have been deducted from (* or raised by sale of his security deposit) or anypart thereof.

If the amount of security deposit to be paid in a lump sum within the period specified at (A) above is not paidthe tender/contract already accepted shall be considered as cancelled & legal steps taken against the contractor forrecovery of the amount.

* [NOTE: This will be the same percentage as that in the tender at (f)]

CLAUSE 2; Compensation for delay: The time allowed for carrying out the work as entered in the tender shall bestrictly observed by the contractor & shall be reckoned from the date on which the order to commence work is givento the contractor. The work shall throughout the stipulated period of the contract be proceeded with, with all duediligence (time being deemed to be of the essence of the contract on the part of the contractor). In the event of thecontractor failing to comply with this condition he shall be liable to pay as compensation an amount of Rs. 3000 perday or such amount upto 1% as Suptd. Engineer (whose decision in writing shall be final) may decide, of the amountof the estimated cost of the whole work as shown by the tender for each day that the work remainsuncommenced /unfinished, after the proper date. And further to ensure good progress during the execution of thework, the contractor shall be bound, in all the cases in which the time allowed for any work exceeds 1 month tocomplete:

25% of the work in 25 % of the time


50% of the work in 50% of the time



Note: The quantity of work to be done within a particular time to be specified above shall be fixed by the officercompetent to accept the contracts after taking into consideration the circumstances of each case and inserted in theblank space kept for the purpose & abide by the programme of detailed progress laid down by the Exe. Engineer.

In the event of contractor failing to comply with this condition, he shall be liable to pay as compensation an amountof Rs. 3000 per day or such amount upto 1% as Suptd. Engineer (whose decision in writing shall be final) maydecide 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 exceed10% of the estimated cost of the work as shown in the tender.

CLAUSE 3: In any case in which under any clause(s) of this contract, the contractor shall have rendered himselfliable to pay compensation amounting to the whole of this security deposit (whether paid in one sum or deducted byinstallments) or in case of the abandonment of work owing to serious illness or death of the contractor or any othercause the Exe. Engineer on behalf of MIDC shall have power to adopt any of the following courses, as he may deembest 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 Exe.Engineer shall be conclusive evidence) & in that case the security deposit of the contractor shall stand forfeited & beabsolutely 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 on the tools & plants, & charges on additional supervisory staff including the cost of workcharged establishment employed for getting the unexecuted part of the work completed & crediting him with thevalue of the work done departmentally in all respects in the same manner & at the same rates as if it had been carriedout by the contractor under the terms of his contract. The certificate of Exe. Engineer, as to the cost & other alliedexpenses so incurred & as to the value of the work so done departmentally shall be final & conclusive against thecontractor.

c) To order that the work of the contractor be measured up & to take such part thereof as shall be unexecuted out ofhis hands & to give it to another contractor to complete in which case all expenses incurred on advertisement forfixing a new contracting agency additional supervisory staff including the cost of work charged establishment & costof the work executed by the new contract agency will be debited to the contractor & the value of the work done orexecuted through the new contractor shall be credited to the contractor in all respects & in the same manner & at thesame rates as if it had been carried out by the contractor under the terms of his contract. The certificate of the Exe.Engineer as to all the cost of the work & other expenses incurred as aforesaid for or in getting the unexecuted workdone by the new contract & as to the value of work so done shall be final & 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 any work therefor, actually performedby him under this contract unless & until the Exe. Engineer shall have certified in writing the performance of suchwork & the amount payable to him in respect thereof, & 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) or c) being adopted & the cost of the work executed departmentally or through a new contractor & other alliedexpenses exceeding the value of such work credited to the contractors, the amount of excess shall be deducted fromany money due to the contractor by MIDC under the contract or otherwise howsoever or from his security deposit orthe sale proceed thereof provided. However, the contractor shall have no claim against MIDC even if certified valueof the work done departmentally or through a new contractor, exceeds the certified cost of such work & alliedexpenses, 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 havingpurchased or procured any materials, or entered into any engagements or made any advances on account of or with aview to the execution of the work or the performance of the contract.

The certificate of the Executive Engineer as to all cost of the work done by the new contractor and as to thevalue of the work so done and shall be final and conclusive against the contractor.

CLAUSE 4; Action when the progress of any particular portion of the work is unsatisfactory: If the progress of anyparticular portion of the work is unsatisfactory the Exe. Engineer shall, notwithstanding that the general progress ofthe 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 losssustained by him owing to such action.

CLAUSE 5; Contractor shall remain liable to pay compensation if action not taken under Clauses 3 & 4. Power totake possession of or require removal of, or sell contractor's plant: In any case in which any of the powers conferredupon the Exe. Engineer by Clauses 3 & 4 hereof shall have become exercisable & the same shall not have beenexercised, the non exercise thereof shall not constitute a waiver of any of the conditions hereof & such powers shallnotwithstanding be exercisable in the event of any future case of default by the contractor for which under any clause(s) hereof he is declared liable to pay compensation amounting to the whole of his security deposit & the liability ofthe contractor for past & future compensation shall remain unaffected. In the event of the Exe. Engineer taking actionunder sub-clause a) or c) of Clause 3: he may, if he so desires, take possession of all or any tools, plant, materials &stores, in or upon the works or the site thereof or belonging to the contractor, or procured by him & intended to beused for the execution of the work or any part thereof, paying or allowing for the same in account at the contractrates, or in the case of contract rates not being applicable at current market rates, to be certified by the Exe. Engineerwhose certificate thereof shall be final. In the alternative the Exe. Engineer may, after giving notice in writing to thecontractor or his clerk of the works, foreman or other authorised agent, require him to remove such tools, plant,materials or stores from the premises within a time to be specified in such notice; & in the event of the contractorfailing to comply with any such requisition, the Exe. Engineer may remove them at the contractor's expense or sellthem by auction or private sale on account of the contractor & at his risk in all respects & the certificateof the Exe. Engineer as to the expense of any such removal, & the amount of the proceeds & expense of any such


them by auction or private sale on account of the contractor & at his risk in all respects & the certificateof the Exe. Engineer as to the expense of any such removal, & the amount of the proceeds & expense of any suchsale shall be final & conclusive against the contractor.

CLAUSE 6; Extension of time: If the contractor shall desire an extension of the time for completion of the work onthe ground of his having been unavoidably hindered in its execution or on any other ground, he shall apply in writingto the Exe. Engineer before the expiration of the period stipulated in the tender or before the expiration of 30 daysfrom the date on which he was hindered as aforesaid or on which the case for asking for extension occurred, which,is earlier ever & the Exe. Engineer 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 Exe. Engineer in this matter shall be final.

CLAUSE 7; Final certificate: On completion of the work, the contractor shall be furnished with a certificate by theExe. Engineer (hereinafter called the Engineer-in-charge) of such completion, but no such certificate shall be givennor shall the work be considered to be complete until the contractor shall have removed from the premises on whichthe work shall have been executed all scaffolding, surplus materials & rubbish, & shall have cleaned off the dirt fromall woodwork, doors, windows, walls, floor or other parts of any buildings, in or upon which the work has beenexecuted, or of which he may have had possession for the purpose of executing the work, nor until the works shallhave been measured by the Engineer-in-charge or where the measurements have been taken by his subordinates untilthey have received the approval of the Engineer-in-charge, the said measurements being binding & conclusiveagainst the contractor. If the contractor shall fail to comply with the requirements of this clause as to the removal ofscaffolding, surplus materials & rubbish, & cleaning off dirt on/before the date fixed for the completion of the work,the Engineer-in-charge may, at the expense of the contractor, remove such scaffolding, surplus materials & rubbish& dispose of the same as he thinks fit & clean off such dirt as aforesaid & the contractor shall forthwith pay theamount of all expense so incurred, but shall have no claim in respect of any such scaffolding or surplus materials asaforesaid except for any sum actually realised by the sale thereof.

CLAUSE 8; Payments on intermediate certificates to be regarded as advances: No payment shall be made for anywork, estimated to cost less than rupees one thousand till after the whole of the work shall have been completed & acertificate of completion given. But in the case of works estimated to cost more than rupees one thousand, thecontractor shall, on submitting a monthly bill therefor, be entitled to receive payment proportionate to the part of thework then approved & passed by the Engineer-in-charge, whose certificate of such approval & passing of the sum sopayable shall be final & conclusive against the contractor. All such intermediate payments shall be regarded aspayments by way of advance against the final payments only & not as payments for work actually done &completed, & shall not preclude the Engineer-in-charge from requiring any bad, unsound, imperfect or unskillfulwork to be removed or taken away & reconstructed or re-erected, nor shall any such payment be considered as anadmission of the date performance of the contract or any part thereof in any respect or the accruing of any claim, norshall it conclude, determine, or affect in any other way the powers of the Engineer-in-charge as to the final settlement& adjustment of accounts or otherwise, or in any other way vary or affect the contract. The final bill shall besubmitted by the contractor within one month of the date fixed for the completion of the work, otherwise, theEngineer-in-charge's certificate of the measurements & of the total amount payable for the work shall be final &binding on all parties.

CLAUSE 9; Payment at reduced rates on account of items of work not accepted as completed to be at the discretionPage 12 Executive EngineerContractor

CLAUSE 9; Payment at reduced rates on account of items of work not accepted as completed to be at the discretionof 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 thesanctioned specifications. In cases where the items of work are not accepted as so completed the Engineer-in-chargemay make payment on account of such items at such reduced rates as he may consider reasonable in the preparationof 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 thedate fixed by the Engineer-in-charge for all work executed in the previous month, & the Engineer-in-charge shalltake or cause to be taken the requisite measurement for the purpose of having the same verified, & the claim, so faras it is admissible, shall be adjusted, if possible, within ten days from the presentation of the bill. If the contractordoes not submit the bill within the time fixed as aforesaid, the Engineer-in-charge may depute a subordinate tomeasure up the said work in the presence of the contractor or his duly authorised agent whose counter signature tothe measurement list shall be sufficient warrant, & the Engineer-in-charge may prepare a bill from such list whichshall 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 onapplication at the office of the Engineer-in-charge. The charges to be made in the bills shall always be entered at therates specified in the tender or in the case of any extra work ordered in pursuance of these conditions, & notmentioned 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 anyspecial description of materials to be supplied from the store of MIDC or if it is required that the contractor shall usecertain stores to be provided by the Engineer-in-charge (such material & stores, & the prices to be charged thereforeas hereinafter mentioned being so far as practicable for the convenience of the contractor but not so as in any way tocontrol the meaning or effect of this contract specified in the schedule or memorandum hereto annexed) thecontractor shall be supplied with such materials & stores as may be required from time to time to be used by him forthe purpose of the contract only, & the value of the full quantity of the materials & stores so supplied shall be set offor 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 thecontractor shall remain the absolute property of MIDC, & shall on no account be removed from the site of work, &shall at all times be open to inspection by the Engineer-in-charge. Any such materials unused & in perfectly goodcondition at the time of completion or termination 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 anysuch material except with consent of the Engineer-in-charge & he shall have no claim for compensation on accountof any such material supplied to him as aforesaid but remaining unused by him or for any wastage in or damage toany such materials.

CLAUSE 13; Works to be executed in accordance with specifications, drawings, orders etc.: The contractor shallexecute the whole & every part of the work in most substantial & workmanlike manner, both as regards materials &in every other respect in strict accordance with specifications. The contractor shall also conform exactly, fully &faithfully to the designs, drawings & instructions in writing relating to the work signed by the Exe. Engineer-in-charge & lodged in the office to which the contractor shall be entitled to have access for the purpose of inspection at


such office, or on the site of work during the office hours. The contractor will be entitled to receive 3 sets of contractdrawings & working drawings as well as one certified copy of the accepted tender along with the work order free ofcost. Further copies of the contract drawings & working drawings if required by him shall be supplied at the rate ofRs.100 per No. of contract drawings & Rs.100 per No. of drawings except where otherwise specified.

CLAUSE 14; Alterations in specifications & designs not to invalidate contracts: The Engineer-in-charge shall havepower to make any alterations in, or addition to, the original specifications, drawings, designs & instructions thatmay appear him to be necessary or advisable during the progress of work, & the contractor shall be bound to carryout the work in accordance with any instructions in this connection which may be given to him in writing signed bythe Engineer-in-charge & such alteration shall not invalidate the contract; & any additional work which thecontractor may be directed to do in the manner above specified as part of the work shall be carried out by thecontractor on the same conditions in all respects on which he agreed to do the main work & at the same rates as arespecified in the tender for the main work.

Rates for works not entered in estimate, for schedule of rates of the district: And if the additional & altered workincludes any class of work for which no rate is specified in this contract; then such class of work shall be carried outat the rates entered in the Schedule of Rates of the Division or at the rates mutually agreed upon between theEngineer-in-charge & the contractor, whichever are lower. If the additional or altered work, for which no rate isentered 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 theEngineer-in-charge of the rate which he intends to charge for such class of work & if the Engineer-in-charge does notagree to this rate, he shall By Notice in writing be at liberty to cancel his order to carry out such class of work, &arrange to carry it out in such manner as he may consider advisable provided always that if the contractor shallcommence work or incur any expenditure in regard thereto before the rates shall have been determined as lastlyhereinbefore mentioned, then in such case he shall only be entitled to be paid in respect of the work carried out orexpenditure incurred by him prior to the date of the determination of the rate as aforesaid according to such rate(s) asshall be fixed by the Engineer-in-charge. In the event of the dispute, the decision of the Suptd. Engineer of the circlewill be final.

Where, however, the work is to be executed according to the designs, drawings & specifications recommended bythe contractor & accepted by the competent authority the alterations above referred to shall be within the scope ofsuch designs, drawings & specifications appended to the tender.

Extensions of time in consequence of additions or alterations: The time limit for the completion of the work shall beextended in the proportions that the increase in its cost occasioned by alterations/additions bears to the cost of theoriginal contract work & the certificate of the Engineer-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 thandefault on the part of the contractor for which MIDC is entitled to rescind the contract) desire that the whole or anypart of the work specified in the tender should be suspended for any period or that the whole or part of the workshould not be carried out at all he shall give to the contractor a notice in writing of such desire & upon the receipt ofsuch notice the contractor shall forth 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 safetythereon provided that the decision of the Engineer as to the stage at which the work or any part of it could be or couldhave been safely stopped or suspended shall be final & conclusive against the contractor. The contractor shall haveno claim to any payment or compensation whatsoever by reason of or in pursuance of any notice as aforesaid onaccount of any suspension, stoppage or curtailment except to the extent specified here in after.

2. Where the total suspension of work ordered as aforesaid continued for continuous period exceeding 90 days, thecontractor shall be at liberty to withdraw from the contractual obligations under the contract so far as it pertains tothe unexecuted part of the work by giving 10 days prior notice in writing to the Engineer within 30 days of the expiryof the said period of 90 days of such intention are requiring the Engineer to record the final measurement of the workalready done & to pay the final bill. Upon giving such notice, the contractor shall be deemed to have been dischargedfrom his obligation to complete the remaining unexecuted work under this contract. On receipt of such notice theEngineer shall proceed to complete the measurement & make such payment as may be finally due to the contractorwithin a period of 90 days from receipt of such notice in respect of the work already done by the contractor. Suchpayment shall not in any manner prejudice the right of the contractor to any further compensation under theremaining 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 or60 days in the aggregate, the contractor shall be entitled to apply to the Engineer within 30 days of resumption ofwork after such suspension for payment of compensation to the extent of pecuniary loss suffered by him in respect ofworking machinery rendered idle on the site or on account of his having had to pay the salary/wages of a labourengaged by him during the said period of suspension provided always that the contractor shall not be entitled to anyclaim in respect of any such working machinery, salary/wages for the first 30 days whether consecutive or in theaggregate of such suspension or in respect of any suspension where so ever occasioned by unsatisfactory work or anyother default on his part. The decision of the Engineer in this regard shall be final & conclusive against thecontractor.

4. In the event of.

i) Any total stoppage of work on notice from the Engineer under sub-clause(1) in that behalf.

ii) Withdrawal by the contractor from the contractual obligation to complete the remaining unexecuted work undersub-clause (2) on account of continued suspension of work for a period exceeding 90 days, iii) Curtailment in thequantity of item(s) originally tendered on account of any alteration, omission or substitutions in the specifications,drawings, designs or instructions under Clause 14(1) where such curtailment exceeds 25% in quantity & the value ofthe quantity curtailed beyond 25% at the rates for the item specified in the tender is more than Rs.5000/-. It shallbe open to the contractor, within 90 days from the service of... i) The notice of stoppage of work or; ii) Othernotice of withdrawal from the contractual obligations under the contract on account of the continued suspension ofwork or;

iii) Notice under Clause 15(i) resulting in such curtailment to produce to the Engineer satisfactory documentaryevidence of that he had purchased or agreed to purchase material for use in the contracted work before receipt by himof the notice of stoppage, suspension or curtailment & require MIDC to take over on payment such material at therates determined by the Engineer. Provided, however, that such rates shall in no case exceed the rates at which the


rates determined by the Engineer. Provided, however, that such rates shall in no case exceed the rates at which thesame were acquired by the contractor. The MIDC shall thereafter take over the material so offered, provided thequantities, offered, are not in excess of the requirements of the unexecuted work as specified in the accepted tenderand 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: Thecontractor shall not be entitled to claim any compensation from MIDC for the loss suffered by him on account ofdelay 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 theworks as shall appear to the Exe. Engineer to be reasonable in accordance with the circumstances of the case. Thedecision of the Exe. Engineer 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 entitledto any compensation from MIDC on any account unless the contractors shall have submitted a claim in writing to theEngineer-in-charge within one month of the cause of such claim occurring.

CLAUSE 16; Action & compensation payable in case of bad work: If any time before the security deposit or any partthereof is refunded to the contractor it shall appear to the Engineer-in-charge or his subordinate in charge of thework, that any work has been executed with unsound, imperfect or unskillful workmanship or with materials ofinferior quality or that materials / articles provided by him for the execution of the work are unsound, or of a qualityinferior to that contracted for, or are otherwise not in accordance with the contract, it shall be lawful for the Engineer-in-charge to intimate this fact in writing to the contractor & then not with standing the fact that the work, materialsor articles complained of may have been inadvertently passed, certified & paid for, the contractor shall be bound toforthwith rectify, or remove & reconstruct the work so specified in whole or in part, as the case may require or if sorequired, shall remove the materials or articles so specified & provided other proper & suitable materials or articles athis own charge & cost & in the event of his failing to do so within a period to be specified by the Engineer-in-chargein the written intimation aforesaid, the contractor shall be liable to pay compensation at the rate of one percent on theamount of the estimate for every day not exceeding 10 days, during which the failure so continues & in the case ofany failure the Engineer-in-charge may rectify or remove & re-execute the work or remove & replace the materialsor articles complained of as the case may be at the risk & expense in all respects of the contractor. Should theEngineer-in-charge consider that any such inferior work or materials as described above may be accepted or madeuse 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 incourse of execution or executed in pursuance of the contract shall at all times be open to the inspection & supervisionof the Engineer-in-charge & his subordinates, & the contractor shall at all times during the usual working hours, & atall other times at which reasonable notice of the intention of the Engineer-in-charge or his subordinate to visit thework shall have been given to the contractor, either himself be present to receive orders & instructions, or have a


work shall have been given to the contractor, either himself be present to receive orders & instructions, or have aresponsible agent duly accredited in writing present for that purpose. Orders given to the contractor's duly authorisedagent shall be considered to have the same force & 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 noticein writing to the Engineer-in-charge or his subordinate in-charge of the work before covering up or otherwise placingbeyond the reach of measurement any work in order that the same may be measured & correct dimensions thereoftaken before the same is so covered up or placed beyond the reach of measurement, & shall not cover up or placebeyond the reach of measurement any work without the consent in writing of the Engineer-in-charge or hissubordinate in-charge of the work & if any work shall be covered up or placed beyond the reach of measurementwithout such notice having been given or consent obtained, the same shall be uncovered at the contractor's expense,& in default thereof no payment or allowance shall be made for such work or for the materials with which the samewas executed.

CLAUSE 19; Contractor liable for damage done & for imperfections: If during the period of 36 Months from thedate of completion as certified by the Engineer-in-charge pursuant to Clause-7 of the contract or 36 Months aftercommissioning the work, whichever is earlier in the opinion of the Exe. Engineer, the said work is defective in anymanner whatsoever, the contractor shall forthwith on receipt of notice in that behalf from the Exe. Engineer, dulycommence execution & completely carry out at his cost in every respect all the work that may be necessary forrectifying & setting right the defects specified therein including dismantling & reconstruction of unsafe portionsstrictly in accordance with & in the manner prescribed & under the supervision of the Exe. Engineer. In the event ofthe contractor failing or neglecting to commence execution of the said rectification work within the period prescribedtherefore in the said notice &/or to complete the same as aforesaid as required by the said notice, the Exe. Engineerget the same executed & carried out departmentally or by any other agency at the risk on account & at the cost ofcontractor. The contractor shall forthwith on demand pay to the MIDC the amount of such costs, charges & expensessustained or incurred by the MIDC of which the certificate of the Exe. Engineer shall be final & binding on thecontractor. Such costs, charges & expenses shall be deemed to be arrears of land revenue & in the event of thecontractor failing or neglecting to pay the same on demand as aforesaid without prejudice to any other rights &remedies of the MIDC the same may be recovered from the contractor as arrears of land revenue. The MIDC shallalso be entitled to deduct the same from any amount which may then be payable or which may thereafter becomepayable by the MIDC to the contractor either in respect of the said work or any other work whatsoever or from theamount of security deposit retained by MIDC (of which the certificate of the Engineer-in-charge shall be final) fromany sums that may then be due or may thereafter become due to the contractor; or from his security deposit or theproceeds 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 allmaterials (except such special materials, if any, as may, in accordance with the contract, be supplied from the MIDCstores) plant, tools, appliances, implements, ladders, cordage, tackles, scaffolding, & temporary works requisite orproper for the proper execution of the work, whether, in the original, altered or substituted form, & whether includedin the specifications, or other documents forming part of the contract or referred to in these conditions or not &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 requiretogether with carriage therefore, to & 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 & materialsnecessary for the purpose of setting out works, &, counting, weighing & assisting the measurement or examination atany time & 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 & the expenses may be deducted from any money due to the contractor underthe contract or from his security deposit or the proceeds of sale thereof, or of a sufficient portion thereof. Thecontractor shall provide all necessary fencing & lights required to protect the public from accident, & shall also bebound to bear expenses of defense of every suit, action or other legal proceedings, that may be brought by anypersons for injury sustained owing to neglect of the above precautions, & to pay any damages & costs which may beawarded in any such suit, action or proceedings to any such person, or which may with the consent of the contractorbe paid for compromising any claim by any such person.

CLAUSE 21: The contractor shall provide suitable scaffolds & working platforms, gangways & stairways, & shallcomply 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 byother means

.b) A scaffold shall not be constructed, taken down, or substantially altered, except i)Under the supervision of a competent & responsible person; &

ii) as far as possible by competent workers possessing adequate experience in this kind of work.

c) All scaffolds & appliances connected therewith & all ladders shall :-

i) be of sound materials;

ii) be of adequate strength having regard to the loads & strains to which they will be subjected; &

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 & 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 & stabilityof 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 beenerected by his workmen or not, take steps to ensure that it complies fully with the regulations herein specified.


i) Working platforms, gangways & stairways shall :-

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

ii) be so constructed & maintained, having regard to the prevailing conditions as to reduce as far as practicable risksof persons tripping or slipping; &

iii) be kept free from any unnecessary obstructions,

j) In the case of working platforms, gangways, working places & stairways at a height exceeding eight feet.

i) every working platform & every gangway shall be closely boarded unless other adequate measure are taken toensure safety.

ii) every working platform & gangway shall have adequate width; &

iii) every working platform, gangway, working place & stairway shall be suitably fenced.

k) Every opening in the floor of a building or in a working platform shall, except for the time & to the extentrequired to allow the access of persons or the transport of shifting of material, be provided with suitable means toprevent 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 feetsuitable precautions shall be taken to prevent fall of persons or material,

m) Suitable precautions shall be taken to prevent persons being struck by articles which might fall from scaffoldsor other working places,

n) Safe means of access shall be provided to all working platforms & other working places.

CLAUSE 22: The contractor shall comply with the following regulations as regards hoisting appliances to be used byhim:a) Hoisting machines & tackles, including their attachments, anchorages & support shall:-

i) be of good mechanical construction, sound material & adequate strength & free from patent defect; &

ii) be kept in good repair & in good working order.

b) Every rope used in hoisting/lowering materials or as a means of suspension shall be of suitable quality, adequatestrength & free from patent defect.

c) Hoisting machines & tackle shall be examined & adequately tested after erection on the site & before use & bere-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 ofsuspension 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 orgive signals to the operator.

g) In the case of every hoisting machine & of every chain, ring, hook, shackle, swivel & pulley block used inhoisting/ lowering/ as a means of suspension the safe working load shall be ascertained by adequate means.

h) Every hoisting machine & all gears referred to in the preceding regulation shall be plainly marked with thesafe working load.

i) In the case of a hoisting machine having a variable safe working load each safe working load & the conditionsunder which it is applicable shall be clearly indicated. j) No part of any hoisting machine or of any gear referredto in regulation (g) above shall be loaded beyond the safe working load except for the purpose of testing.

k) Motors, gearings, transmissions, electric wiring & other dangerous parts of hoisting appliance shall be providedwith efficient safeguards.

l) Hoisting appliances shall be provided with such means as will reduce to a minimum the risk of the accidentaldescent of the load.

m) Adequate precautions shall be taken to reduce to a minimum the risk of any part of a suspended load becomingaccidentally 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 Exe. Engineer.When such permit is given, & also in all caseswhen destroying cut or dug up trees, brushwood, grass etc. by fire, the contractor shall take necessary measures toprevent such fire spreading to or otherwise damaging surrounding property. The contractor shall make his ownarrangements 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 damagedone intentionally or unintentionally by contractor's labour whether in or beyond the limits of MIDC propertyincluding any damage caused by the spreading of fire mentioned in Clause 22 shall be estimated by the Engineer-in-charge or such other officer as he may appoint & the estimates of the Engineer-in-charge subject to the decision ofthe Suptd. Engineer on appeal shall be final & the contractor shall be bound to pay the amount of the assessedcompensation on demand failing which the same will be recovered from the contractor as damages in the mannerprescribed in Clause 1 or deducted by the Engineer-in-charge from any sums that may be due or become due fromMIDC 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 anypersons for injury sustained by him owing to neglect of precautions to prevent the spread of fire & he shall pay any


damages & cost that may be awarded by the court in consequence.

CLAUSE 25: Employment of female labour: The employment of female labourers on works in the neighbourhood ofsoldier's barracks should be avoided as far as possible.

CLAUSE 26: Work on Sundays: 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 & security deposit forfeited for subletting it withoutapproval or for bribing a public officer or if contractor becomes insolvent: The contract shall not be assigned/subletwithout the written approval of the Engineer-in-charge. And if the contractor shall assign or sublet his contract, orattempt so to do or become insolvent or commence any proceeding to get himself adjudicated an insolvent or makeany composition with his creditors, or attempt so to do or if any bribe, gratuity, gift, loan, perquisite, reward oradvantage, 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 hisoffice or employment, or if any such officer or person shall become in any way directly or indirectly interested in thecontract, the Engineer-in-charge may thereupon by notice in writing rescind the contract, & the security deposit ofthe contractor shall thereupon stand forfeited & be absolutely at the disposal of MIDC & the same consequencesshall ensue as if the contract had been rescinded under Clause 3 hereof & in addition the contractor shall not beentitled 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 referenceto actual loss: All sums payable by a contractor by way of compensation under any of these conditions shall beconsidered as a reasonable compensation to be applied to the use of MIDC without reference to the actual loss ordamage sustained, & whether any damage has or has not been sustained.

CLAUSE 29: Changes in the constitution of firm to be notified: In the case of tender by partners, any change in theconstitution 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 Suptd.Engineer: All works to be executed under the contract shall beexecuted under the direction & subject to the approval in all respects of the Superintending Engineer of the Circle forthe time being, who shall be entitled to direct at what point(s) & in what manner they are to be commenced, & fromtime to time carried on.

CLAUSE 31: Decision of Superintending Engineer to be final:Except where otherwise specified in the contract & subject to the powers delegated to him by MIDC under the Coderules then in force, the decision of the Suptd. Engineer of the Circle for the time being shall be final, conclusive &binding on all parties to the contract upon all questions relating to the meaning of the specifications, designs,drawings & instructions hereinbefore mentioned & 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 relating to thecontract, designs, drawings, specifications, estimates, instructions, orders or other conditions, or otherwise,concerning the works or the execution, or failure to execute the same, whether arising during the progress of work, orafter the completion or abandonment thereof.

CLAUSE 32: Stores of European/American manufacture to be obtained from MIDC: The contractor shall obtain


from the MIDC's store all stores & articles of European or American manufacture which may be required for thework, or any part thereof or in making up any articles required therefor or in connection therewith unless he hasobtained permission in writing from the Engineer-in-charge to obtain such stores & articles elsewhere. The value ofsuch stores & articles as may be supplied to the contractor by the Engineer-in-charge will be debited to the contractorin his account at the rates shown in the Schedule in Form 'A' attached to the contract & if they are not entered in thesaid Schedule, they shall be debited to him at cost price which for the purposes of this contract shall include the costof carriage & all other expenses whatsoever, which shall have been incurred in obtaining delivery of the same at thestores aforesaid.

CLAUSE 33: Lump sums in estimates: When the estimate on which a tender is made, includes lump sums in respectof parts of the work, the contractor shall be entitled to payment in respect of the items of work involved or the part ofthe work in question at the same rates as are payable under this contract for each items, or if the part of the work inquestion is not in the opinion of the Engineer-in-charge capable of measurement, the Engineer-in-charge may at hisdiscretion pay the lump amount entered in the estimate, & the certificate in writing of the Engineer-in-charge shall befinal & conclusive against the contractor with regard to any sum(s) payable to him under the provision of this clause.

CLAUSE 34: Action where no specification exists: In the case of any class of work for which there is no suchspecification as is mentioned in Rule 1 such work shall be carried out in accordance with the Divisional specification,& in the event of there being no Divisional specification, then in such case the work shall be carried out in allrespects in accordance with the instructions & requirements of the Engineer-in-charge.

CLAUSE 35: Definition of work: The expression "work(s)" where used in these conditions, shall, unless there besomething in the subject or context repugnant to such construction, be construed to mean the work(s) contracted to beexecuted under or in virtue of the contract, whether temporary or permanent & whether original, altered, substitutedor additional.

CLAUSE 36: Contractor's percentage whether applied to net or gross amounts of bill: The percentage referred to inthe tender shall be deducted from/added to the gross amount of the bill before deducting the value of any stockissued.

CLAUSE 37: Payment of quarry fees & royalties: All quarry fees, royalties, octroi, duties & ground rent for stackingmaterials, if any, should be paid by the contractor, as specified elsewhere in tender.

CLAUSE 38: Compensation under the Workmen's Compensation Act: The contractor shall be responsible for &shall pay any compensation to his workmen payable under the Workmen's Compensation Act, 1923 (VIII of 1923),hereinafter called the said Act) for injuries caused to the workmen. If such compensation is paid by MIDC asprincipal under sub-section (1) of section 12 of the said Act on behalf of the contractor, it shall be recoverable byMIDC from the contractor under sub-section (2) of the said section. Such compensation shall be recovered in themanner laid down in Clause 1 above.

CLAUSE 39: The contractor shall be responsible for & shall pay the expenses of providing medical aid to anyworkman who may suffer a bodily injury as a result of an accident. If such, expenses are incurred by MIDC the sameshall be recoverable from the contractor forthwith & be deducted without prejudice to any other remedy of MIDCfrom any amount due or that may become due to the contractor.


CLAUSE 40: The contractor shall provide all necessary personal safety equipment & first aid apparatus available forthe use of the persons employed on the site, shall maintain the same conditions suitable for immediate use at any time& shall comply with the following regulations in connection herewith :-

a) The workers shall be required to use the equipment so provided by the contractor & the contractor shall takeadequate steps to ensure proper use of the equipment by those concerned.

b) When work is carried on in proximity to any place where there is a risk of drowning, all necessary equipmentshall be provided & kept ready for use & all necessary steps shall be taken for the prompt rescue of any person indanger.

c) Adequate provision shall be made for prompt first aid treatment of all injuries likely to be sustained during thecourse of the work.

CLAUSE 41: Claim for Quantities entered in the Tender or Estimate:

1.Quantities in respect of the several items shown in the tender are approximate & no revision in the tendered rateshall be permitted in respect of any of the items so long as, subject to any special provision contained in thespecifications prescribing different percentage of permissible variation, the quantity of the item does not exceed thetender quantity by more than 25% & so long as the value of the excess quantity beyond this limit at the rate of theitem specified in the tender is not more than Rs.5,000/-.

2.The contractor shall, if ordered in writing by the Engineer to do so, carry out any quantities in excess of the limitmentioned above in sub-clause (1) hereof, on the same conditions as & in accordance with the specifications in thetender & at the rates (i) derived from the rates entered in the current Schedule of Rates & in absence of suchrates, (ii) at the rate prevailing in the market. The said rate being increased/decreased as the case may be, by thepercentage which the total tendered amount bears to the estimated cost of the work as put to tender based onSchedule of Rates applicable to the year in which the tender was invited. For the purpose of operation of this clause,this cost shall be taken to be worked out from the DSR prevailing at the time at the acceptance of tender.

3.Claims arising out of reduction in the tender quantity of any item beyond 25% will be governed by theprovision of Clause 15 only, when the amount of such reduction beyond 25% at the rate of the itemspecified in the tender is more than Rs.5,000/-.(The clause is not applicable to extra items)

4. The clause is not applicable to extra items.

5.There is no change in the item rate if the excess is more than 25% of the tendered quantity but the valueof excess work at the tendered rate does not exceed Rs.5000/-

6.The quantities to be paid at tendered rate shall include

a) Tendered quantity plus

b) 25% excess of the tendered quantity or the excess quantity of the value of Rs.5000/- at the tendered


a) Tendered quantity plus

b) 25% excess of the tendered quantity or the excess quantity of the value of Rs.5000/- at the tenderedrates, whichever is more.

CLAUSE 42: Employment of famine affected labour: The contractor shall employ any famine, affected, convict orother 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 delaycaused in the starting of the work on account of acquisition of land or, in the case of clearance works, on account ofany delay in according sanction to estimates.

CLAUSE 44: Claim for compensation for delay in the execution of work: No compensation shall be allowed for anydelay in the execution of the work on account of water standing in borrow pits or compartments. The rates areinclusive for hard or cracked soil, excavation in mud, sub-soil water or water standing in borrow pits & no claim foran 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 commenceany portion of work except with the written authority & instructions of the Engineer-in-charge or of his subordinate-in-charge of the work. Failing such authority the contractor shall have no claim to ask for measurements of orpayment for work.

CLAUSE 46: Minimum age of persons employed, the employment of donkeys &/or other animals & the payment offair 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 breaching of string or thin rope. The breaching must beatleast three inches wide & 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/ animal found workingwhich does not satisfy these conditions & no responsibility shall be accepted by MIDC for any delay caused in thecompletion of work by such removal.

v) The contractor shall pay fair & reasonable wages to the workmen employed by him in the contract undertaken byhim. In the event of any dispute arising between the contractor & his workmen on the grounds that the wages paidare not fair & reasonable the dispute shall be referred without delay to the Exe. Engineer, who shall decide the same.The decision of the Exe. Engineer shall be conclusive & binding on the contractor but such decision shall not in anyway affect the conditions 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 workers. Similar amenities shall be provided to theworkers 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 theDivision 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 acceptthese conditions shall not be allowed to tender for works.

CLAUSE 49: Employment of scarcity labour: If Government declares a state of scarcity or famine to exist in anyvillage situated within 10 miles of work, the contractor shall employ upon such parts of the work, as are suitable forunskilled labour, any person certified to him by the Exe. Engineer or be any person to whom the Exe. Engineer mayhave delegated this duty in writing to be in need of relief & shall be bound to pay to such persons wages not belowthe minimum which the Government may have fixed in this behalf. Any dispute which may arise in connection withthe implementation of this clause shall be decided by the Exe. Engineer whose decision shall be final & binding onthe contractor.

CLAUSE 50: The prices quoted by the contractor shall not in any case exceed the control price if any fixed byGovernment or reasonable price which is permissible for him to charge a private purchaser for the same class &description of goods under the provisions of Hoarding & Profiteering Prevention Ordinance, 1943 as amended formtime to time. If the price quoted exceeds the controlled price or the price permissible under Hoarding & ProfiteeringPrevention Ordinance the contractor will specifically mention this fact in his tender along with the reasons forquoting such higher price. The purchaser at his discretion will in such case exercise the right of revising the price atany stage so as to conform with the controlled price on the permissible under the Hoarding & Profiteering PreventionOrdinance. This discretion will be exercised without prejudice to any other action that may be taken against thecontractor.

CLAUSE 51: The rates to be quoted by the contractor must be inclusive of sales tax/VAT, LBT etc. no extrapayment on this account will be made to the contractor.

CLAUSE 52: The contractor should as far as possible obtain his requirement of labour, skilled & unskilled from thenearest Employment Exchange.

CLAUSE 53: The provision regarding contractor's labours provisioning the Contract Labour (Regulation &Abolition) Act, 1970 with the Maharashtra Contract Labour (Regulation & Abolition) Rule, 1971 shall be binding onthe contractors. If the provision in the said Act contradicts with any of the provisions regarding Contractor's laboursin any of the clauses in this tender, the provisions in the Contract Labour (Regulation & Abolition) Act, 1970 withthe Maharashtra Labour (Regulation & Abolition) Rules, 1971 shall prevail.

CLAUSE 54: The contractor shall comply with the provisions of the Apprentices Act, 1961 & the rules & the orders


issued under these from time to time. If he/they fails to do so, the failure will be a breach of the contract & theSuperintending Engineer, may in his discretion, cancel the contract. The contractor shall be liable to him/them, of theprovisions of the Act.

CLAUSE 55: Supply of materials etc. by the contractors: The contractors are to provide every article (with theexceptions noted in Schedule 'A' attached) which may be necessary & requisite for the due & proper execution of theseveral works included in contract according to the true indent & measuring of the drawings & specifications takentogether which are to be signed by Exe. Engineer, MIDC, (hereinafter called the Exe. Engineer) & by the contractor(s) whether the same may or may not have been prescribed in the specifications or shown on the drawings providedhowever that the same are reasonable & obviously to be informed therefor. In case of any discrepancy between thedrawing & the specification the Exe. Engineer, shall decide which of the two is to be followed.

CLAUSE 56: Execution of work: The contractor shall set out the whole of the work as per approved drawings &details supplied to him & as per the instruction given during the execution of work by the Engineer-in-charge or hisagent, & shall rectify any errors, which may be found therein & shall provide all necessary labour & materials for thepurpose. The contractor shall also provide plants, labour & materials (with the exceptions noted in Schedule attachedwhich may be necessary & requisite for the works). The materials & workmanship are to be the best of theirrespective jobs. The contractor shall have the work in all respects clean & perfect at the completion thereof.

CLAUSE 57: Drawings & Specifications: Atleast 6 copies of the drawings & specifications submitted by theContractor & approved & signed by the Superintending Engineer shall be furnished by the Contractors to the MIDC& copies there of shall be kept on binding. Contractor's agent who is to be constantly kept on the ground by the Exe.Engineer, MIDC, under Schedule 'A' of the contract will supply plain MS rounds &/or TOR steel depending upon theavailability. As such, designs based on exclusive use Tor steel shall not be accepted.

CLAUSE 58: Control over works: The Exe. Engineer or his duly authorised representative have at all times access tothe works which are to be entirely under his control. He may require the Contractors to dismiss person in theContractor's employment upon the works if such person in his opinion is incompetent or misconducts himself & thecontractor shall forthwith comply with every such requirements.

CLAUSE 59: Materials left at site: All works & materials brought & left upon the site of the work either by thecontractor or by his orders for the purpose of forming part of the work are to be considered to be property of theMIDC, & the same shall not be removed or carried away by the Contractor or any other person, without the specialleave or consent in writing of the Exe. Engineer, but the MIDC shall not in any way be answerable for any loss ordamage which may happen to or in respect of any such work or materials on account of the same being lost or stolenor injured or damaged by weather or otherwise.

CLAUSE 60: Removal & substitution of materials: The Exe. Engineer, shall have full power to order the removalfrom the premises of the materials which in his opinion are not in accordance with the specifications & may employother persons to remove the same without having to be answerable or accountable for any loss or damage that may be

caused to such materials. The Exe. Engineer, shall also have full power to order other proper material to besubstituted & in case of default the Exe. Engineer, may cause the same to be supplied & all cost which be incurred in


such removal & substitution shall be borne by the contractor.

CLAUSE 61: Action in case of improper materials & workmanship: If in the opinion of the Exe. Engineer, any workor any part thereof is executed with improper materials or defective workmanship, the contractor shall when requiredby the Exe. Engineer, forthwith re-execute the same & substitute proper material & workmanship & in case ofdefault by the contractor in so doing within a week from the date of the requisition, the Exe. Engineer, shall have fullpower to employ other persons to re-execute the work & cost there of shall be borne by the contractor.

CLAUSE 62: Action & compensation payable in case of backlog/delay: If at any time before security deposit isrefunded to the Contractor, it shall appear to the Exe. Engineer or his subordinate in-charge of the work, that anyworks have been executed with unsound, imperfect or unskillful workmanship or with materials or articles providedby him for the execution of the work are unsound, or of a quality inferior to that contracted, it shall be lawful for theEngineer-in-charge to intimate this fact in writing to the Contractor & then not with standing the fact that the work,materials or articles complained or any have been inadvertently passed, certified & paid for, the contractor shall bebound to forthwith 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 & provide other proper & suitable materials orarticles at his own charge & cost. In the event of his failing to do so within in the limit aforesaid, the Contractor shallbe liable, to pay compensation at the rate of 1 % on the amount of the estimated cost for every day not exceeding 10days, during which the failure so continues & in the event of any such failures as aforesaid the Engineer-in-chargemay rectify or remove & re-execute the work or remove & replace the material/articles complained of, as the casemay be, at the risk & expenses in all respects of the Contractor. Should the Engineer-in-charge consider that any suchinferior work or materials as described above is not acceptable, then it will be straight way rejected.

CLAUSE 63: Performance & guarantee of the work or plant completed by the contractor: The contractor shall makegood & repair defects in materials & workmanship & performance etc. revealed in the finished work or the plantcompleted by him, for a period of 36 Months from the date of which final completion certificate, is issued by theEngineer-in-charge. The decision of the Engineer-in-charge as to the necessity of repairs shall be binding on thecontractor. If the contractor fails to maintain & keep in proper condition the work completed by him or if the planterected by him falls in performance of guarantee furnished by the contractor over the stipulated period ofmaintenance or performance, then the Engineer-in-charge shall be entitled to carry out the necessary repairs,departmentally or through another agency at the cost of contractor. The decision of Engineer-in-charge regarding theamount of the expenses incurred in carrying out the repairs shall be final & binding on the contractor. The Engineer-in-charge shall be entitled to forfeit the whole or any part of the security deposit towards the expenses incurred byhim in repairing the work completed by the contractor.

CLAUSE 64: Responsibility of contractor for damage or fire etc.: From the commencement of the work to thecompletion of the same, the work shall be under the Contractor's charge. The contractor shall be held responsible forany damage done to the same by fire or any other cause & they shall be liable to make good all such damages & tocarry out any repairs which may be rendered necessary to the same by fire or other causes & they are to hold theMIDC harmless from any claims for injuries to persons or structural damage, damage to property happening fromany neglect or default or want of proper care or misconduct on the part of the Contractor or any of their employeeduring the execution of the work.

CLAUSE 65: Execution of work included in the contract: The Exe. Engineer shall have full power to send workmen


on the premises to execute fittings & other works not included in the Contract & for which the Contractors shallafford every reasonable facility during ordinary working hours, provided that such operations shall be carried on insuch a manner as not to impede the progress of the work included in the contract. The contractor shall not however



Schedule A

Name Of Work : TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with 1.5 mheight Chain Link Fencing and M. S. Entrance Gate for vacant MIDC land atChinchpada and Yadav Nagar and Providing Watch and Ward Arrangement round theclock throughout the year. (IVth Call)

Schedule showing (approx) the material to be issued to the contractor for works to be executed on thiscontract, & the rate at which they are to be charged.

TTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with 1.5m height Chain Link Fencing and M. S. Entrance Gate for vacant MIDC land atChinchpada and Yadav Nagar and Providing Watch and Ward Arrangementround the clock throughout the year.

Schedule B

Sr. No. Particulars Quantity

Rate at which theMaterial is to becharged to the

contractor with unit

Place ofDelivery

Unit

NILNIL NIL NIL NILNIL

TERMS & CONDITIONS FOR ISSUE OF MATERIAL UNDER SCHEDULE 'A'

1.Materials required in excess of the quantity may or may not be supplied by the Deptt. If notsupplied, the contractor should make his own arrangements to provide the same, for which no extraclaims will be entertained.

2.All materials remaining unused after the completion of the works should be returned to theDepartment at the Departmental Store. For the materials remaining unused & not returned, recoverywill be effective at twice the issue rate of the materials or the prevailing market rate at the time ofcompletion of 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 MIDC or by the contractor himself. The contractor,therefore, should submit indent for his requirement sufficiently in advance to allow for the periodusually taken for supply of such material.

No responsibility can be accepted for such delays in regard to supply of these materials. Everyassistance will be given to obtain the supplies as quickly as possible.

4.Contractor should check the materials before they are issued to him. Any complaint after thematerial is accepted by him will not be entertained.


material is accepted by him will not be entertained.

5.The contractor should make his own arrangements for storing, the material issued to him, byconstructing a 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 contractorsfrom the open market at his own cost.

7.The contractor shall maintain a regular account of consumption of the material issued to him by theDepartment, either at cost or free of cost & shall be produced when asked for.

8.All conveyance charges including loading & unloading operations for bringing the materials issuedfrom the place of delivery to the site of work should be borne by the contractor.

9.Weight of MS rounds that will be issued under Schedule 'A' will be computed on the basis offollowing table.

Dia of Bar in mm. Weight in Kg/RM length of

bar

6 0.22

8 0.39

10 0.62

12 0.89

16 1.58

18 2.00

20 2.46

22 2.92

25 3.85

28 4.83

32 6.31

36 7.99

40 9.87

In case of dispute or delegations in diameters, computation of weights shall be made at a rate of

0.785 Kg/Sq.cm. of cross sectional area.


10.The issue of steel from the stores stipulated in Schedule 'A' shall be on the basis of lengths of MS

rounds measured in metric system to the nearest 10mm. length. The surplus steel after completion

of work shall also be taken back & measured on the same basis. The MS rounds returned to the

departmental store shall be in the form of cut pieces of whole lengths remaining unutilised & will be

accepted as such. Pieces of length one metre & above shall accepted. The percentage waste in the

form of pieces of length below one metre shall not be more than 1% of the tonnage actually used in

work. Any additional loss beyond 1% stipulated above, shall be treated as used in an unauthorized &

wasteful manner, & recovery at double the issue rate or market rate, whichever is more, shall be

effected for such wasteful use of steel.


ACCOMPANIMENT TO THE GOVERNMENT RESOLUTION

PUBLIC WORKS DEPARTMENT NO. CAT/06/04/148 DT 16.5.2005

PRICE VARIATION CLAUSE

1. If during the operative period of the contract as defined in condition (i) below,there shall be any variation in theConsumer Price Index (New Series) for Industrial workers for MUMBAI Centre as per the Labour Gazette publishedby the Commissioner of Labour, Govt.of Maharashtra &/or in the Wholesale Price Index for all commoditiesprepared 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 subjectto the other conditions mentioned below, price adjustment on account of

i) Labour component

ii) Material component

iii) Petrol, oil & lubricant components

iv) HYSD & mild steel component

v) Cement component

calculated as per the formula hereinafter appearing, shall be made. Apart from these, no other adjustment shall bemade to the contract price for any reason whatsoever. Component percentage as given below are as of the total costof work put to tender. Total of labour, material & POL components shall be 100 & other components shall be as peractual's,i) Labour component (Kl) 30 %ii) Material component (K2) 65 %iii) Petrol, Oil & Lubricant components (K3) 05 %v) HYSD & mild steel componentvi) Cement componentNote: if cement, steel, bitumen, CI & DI pipes are supplied on Schedule-A, then respective component shall not beconsidered. Also, if particular component is not relevant, same shall be deleted.

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 thePage 32 Executive EngineerContractor

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:

Cement : Rs. 6,000/ MT (Rs.300/bag of 50 kg.)

Tor steel upto 12 mm dia. : Rs. 49,220/MT

Tor steel 12 mm dia. & above : Rs. 48,150/MT

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 consideration.

4) Formula for HYSD & mild steel component: V5 = SO x (SI1 - SI0) x T

SI0

Where

V5= Amount of price variation in Rupees to be allowed for HYSD/ mild steel component SO= Basic rate ofHYSD/mild steel in rupees per metric tonne as considered for working outvalue of P. SI1= Average Steel Index asper RBI Bulletin during the quarter under considerationSI0= Average of Steel Index as per RBI Bulletin for thequarter preceding the month in which the last date prescribed for receipt of tender falls. T= Tonnage of steel used inthe permanent works for the quarter under consideration.

5) Formula for cement component :V6 = CO x (CI1 - CI0) x T

CI0

Where

V6= Amount of price escalation in Rupees to be allowed for cement component CO= Basic rate of cement inrupees per metric tonne as considered for working out value of P. CI1= Average Cement Index published in the RBIBulletin for the quarter under consideration. CI0= Average of Cement Index published in the RBI Bulletin for thequarter preceding the month in which the last date prescribed for receipt of tender falls. T= Tonnage of cement usedin the permanent works for the quarter under consideration.

The following conditions shall prevail:

b) The operative period of the contract shall mean the period commencing from the date of the work order issued tothe contractor & ending on the date on which the time allowed for the completion of work specified in the contractfor work expires, taking into considering the extension of time, if any, for completion of the work granted byEngineer under the relevant clauses of the Conditions of Contract in cases other than those where such extension isnecessitated on account of default of the contractor. The decision of Engineer as regards the Operative Period of thecontract shall be final & binding on the contractor. Where any compensation for liquidated damages is levied on thecontractor on account of delay in completion or inadequate progress under the relevant contract provisions, the price


contractor on account of delay in completion or inadequate progress under the relevant contract provisions, the priceadjustment amount for the balance of work from the date of levy of such compensation shall be worked out bypegging the indices L1, M1, C1, P1, B1, SI1, CI1 to levels corresponding to the date from which such compensationis levied. ii) This price variation clause shall be applicable to all contracts in B1 & B2 forms but shall not apply topiece works. The price variation shall be determined during each quarter as per formula given above in this clause.iii) Price variation under this clause shall not be payable for the extra items required to be executed during thecompletion of the work & also on the excess quantities of items payable under the provision of Clause 14/41 of thecontract form B1 & B2. Since the rates payable for the extra items or the extra quantities under Clause 14/41 are tobe 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 revisedwith reference to the current DSR prevalent at that time on year to year basis or revised in accordance with mutualagreement thereon, as provided for in the contract, whichever is less. iv) This clause is operative both ways ie.if theprice variation as calculated above is on the plus side, payment on account of the price variation shall be allowed tothe contractor & if it is on the negative side, MIDC shall be entitled to recover the same from the contractor & theamount shall be deductible from any amounts due & payable under the contract. v) To the extent that fullcompensation for any rise or fall in costs to the contractor is not entirely covered by the provisions of this or otherclauses in the contract, the unit rate & price included in the contract shall be deemed to include amount to cover thecontingency of such other actual rise or fall in costs.


SPECIAL CONTRACT CONDITION

The encroachment on land will be removed by MIDC & the same will be handed over to the contractor forconstruction of compound wall & providing watch & ward arrangement during execution of work in stipulated timeperiod in parts / stages as per schedule of programme or as the work progresses. Prior intimation i. e. 24 hrs. beforeencroachment removal programme will be intimated by department to mobilise men & machinery power on site withproper security squad. After removal of encroachment from particular part of land, the contractor has to deploy watchward arrangement on the same day. Thereafter, it will be the responsibility of the contractor to safeguard the landfrom re-encroachment during stipulated time period. The contractor has to start the work of construction ofcompound wall as soon as the encroachment is removed from particular part of land to be protected till the work getscompleted. It will also be the responsibility of contractor to remove the encroachment at his risk & cost if re-encroachment occurs during this period. The contractor has to manage all these elements & execute the work, protectthe land from re-encroachment & hand over it to MIDC after completion of work within stipulated time period freeof encroachment.




Maintenance Guarantee Clause during Defect Liability Period .

1. The contractor will have to guarantee the work executed under the agreement for a period of 36 Months from the date of completionof the work. During this period of 36 Months , the contractor willhave to make good all damages caused to the works done by him underthis agreement, to the full satisfaction of Engineer-in-charge, without charging any extra cost. The repairs to defects due to bad workmanshipshall be done.

2. The contractor willhave to maintain the work done by him under this agreement in good condition during the defect liability period. Thelist of defects to be observed and rectified is attached separately in the tender document.

3. The contractor will have to carry out the repairs within 8 days from the date of intimation by MIDC about the damages.

4. If during the guarantee period, the company/contractor's firm gets dissolved or some new partners are introduced, then the responsibilityto maintain the work done under this agreement during the defect liability period will have to be borne by the new Company/Contractor'sfirm.

5. For enforcing this guarantee, 10.00 % Security Deposit of estimated cost or tendered cost whichever is higher, shall be recovered fromthe contractor as under:

a) 3.00 % initial security deposit in the form of DD/BG at the time of issue of work order.

b) 7.00 % to be recovered through RA bills.

Out of this 10.00 %, the initial security deposit of 3.00 % in the form of BG/DD will be released alongwith the final bill. However,

remaining 7.00 % recovered through RA Bills shall be released after completion of defect liability period or after 36 Months from the date

of completion of work.

Before releasing such security deposit after 36 Months or after the defect liability period, the Executive Engineer along with the

representative of the contractor shall inspect the work & if the work is found to be satisfactory then only 7.00 % security deposit shall be

released.

6. Considering the guarantee offered by the contractor, the contractor is requested to thoroughly inspect & study the site conditions beforequoting for this work. No extra claim on this account will be entertained later.7. If certain works are neglected by the contractor, the same shall be carried out by the department at the risk & cost of the contractor. Thecost of the same shall be recovered from the amount balance with MIDC.8. Before starting the work, the contractor will have to give in writing,guarantee on stamp paper of Rs.100/- for free maintenance of workdone by him for the period of 36 Months from the date of completion of work.9. This Maintenance Guarantee Clause supersedes all clauses regarding security deposit mentioned elsewhere in this tender.


MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION ( A Govt. of Maharashtra Undertaking)

LIST OF DEFECTS REQUIRED TO BE OBSERVED & RECTIFIED

BY THE CONTRACTOR DURING THE DEFECT LIABILITY PERIOD

The Executive Engineer along with the representative of the contracting agency shall visit the site of work, at the end of defect liabilityperiod to inspect the work. The following list, sets guidelines for such inspection. If any defect(s) whether covered under this list orotherwise are observed, then the security deposit held by MIDC shall not be released until all such defects are repaired by the contractor athis own risk & cost to the entire satisfaction of Engineer-in-charge.

1. Developing vertical cracks.

2. Developing horizontal cracks.

3. Adequate headers not provided causing failure.

4. Peeling of pointing.

5. Disjointing of chain links from MS pole.

6. Bending of poles/stays.

7. Damage, peeling of paint of MS poles/stays.

8. Rusting of chain links, fencing, jali.




ADDITIONAL CLAUSE FOR WORKS COSTING MORE THAN Rs.50 LAKHS

Contractor should construct a site office of area specified elsewhere in the tender at the work site for use of MIDC Engineers & other

staff with 1 table, 6 chairs, 1 steel cupboard,1 fan etc without any claim for reimbursement.

The possession of the office would be in charge of Deputy Engineer. After the completion of work, contractor would be

requested to dismantle the site office constructed for the temporary use & take back all the materials in the office such as

tables, chairs, cupboard, fans etc.

If in case no such office is constructed by the contractor within a period of one month from the date of work order, an

amount of Rs.2 Lakhs shall be deducted from 1st RA Bill, which shall be kept in deposit till the office is constructed.


GENERAL CONDITIONS

1. Name of Work : TTC Industrial Area...; Construction of UCR compound wall with 1.5m height chain link fencing & MS entrance gatefor MIDC land at Chinchpada & Yadav Nagar & providing watch & ward arrangement round-the-clock throughout the year.

2. Continuous right of way is available: The contractor may be asked to start the work from either ends considered suitable by MIDC forwhich no extra claim shall be quoted by the contractor. The works of excavation of trenches, finishing items, laying of pipes, jointing ofpipes & testing of the line laid, shall progress in such an organized manner that at any time during the execution of works, the contractorshall not keep open the trenches of pipes beyond a total length of 100m either in finished or semi-finished manner. Also the pipe length ofmore than 100m shall not be kept open by the contractor without jointing or testing operations. The pipe trenches shall be refilledimmediately, to the original condition, after the testing is done.

3. Alignment & Benchmarks : The work to be carried out under the contract shall be marked on the ground as per the drawings & as per theinstructions of the Engineer-in-charge. All cost involved in the process of marking on the ground, checking the layout, constructing themasonry pillars & establishing bench marks shall be borne by the contractor. It will be the responsibility of the contractor to assume themasonry pillars so constructed are not damaged in any way during the period the work is in progress.

4. Materials : Unless otherwise provided in the contract all the materials required for the work are to be provided by the contractor. All thematerials to be used in the work shall be of the best quality & must be got approved before they are used in the work. All these materialsshall also confirm to the itemwise specifications attached separately. All materials which are rejected shall be forthwith removed from thesite.

5. Damages to Public Property : The contractor is expected to carry out the works in such a manner as not to cause any damage to publicproperty. In case any damage occur to public property on account of negligence or otherwise by the contractor, he shall be fully responsiblefor making good the damages so caused by him entirely at his cost.

6. Safety of materials & recoveries : The contractor shall use the materials supplied to him by the department at free of cost very properly& economically. The contractor shall be responsible for proper handling & safe custody of the materials so issued to him. The materialsremaining unused after the completion of the work shall be returned by the contractor at the department. The department will accept onlysuch materials as are in perfect conditions. If any of the materials issued to the contractor free of cost there of shall be recovered from thecontractor at double the rate at which it was purchased by the department or the market rate prevailing at the time whichever is higher. Thecontractor shall maintain a day to day account of materials issued to him by the department & shall produce it to the Engineer-in-chargewhen demanded.

7. 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 & day to day use of labour etc. will be made available from the existing MIDCSystem. Necessary water connection will be given by MIDC as per water supply rules & regulations & all cost of materials & labours forproviding & laying the lines & providing adequate storages etc. are to be borne by the Contractor. For the purpose of taking waterconnection, the contractor shall arrange for own water meter of the required size, duly tested. The quantity of water consumed shall becharged to the contractor at the rates fixed by MIDC from time to time & these charges shall be paid monthly by the contractor as per billprepared by MIDC & as per rules & regulations. In short all the water supply rules & regulations will have to apply. To obtain theconnection the contractor will have to apply to the Executive Engineer as per usual procedure.

8. Electric connections & telephone lines : All installations such as electric cables, telephone wire, water lines, sewer main manholes,natural drainage, CD work, storm water drain, etc. coming in the way shall be looked after carefully. The protection & support against anydamages which otherwise will have to be made good by contractor at his own cost.

9. Road Crossings : Any work at the road crossing shall be restricted only to half the width of the road, leaving the other half open fortraffic. Second half is taken up only after the first half is completed & made upto the original surface, serviceable with the permission ofEngineer-in-charge. All roads shall be reinstated by the contractor without any extra cost after proper consolidation, watering, cutting etc.Guarding barricading shall be provided by the contractor for 24 hrs a day. The work of road crossing shall be planned well in advance &shall be carried out within the minimum possible time thereby causing least disturbance to traffic. No road shall remain excavated for morethan 24 hrs. Where the roads are very narrow such that traffic cannot be allowed in the second half when the work in first half is in progress,


than 24 hrs. Where the roads are very narrow such that traffic cannot be allowed in the second half when the work in first half is in progress,the contractor shall provide necessary diversions & maintain the same at his cost till such time as the work is in progress & the road isopened to traffic.

10. Water supply for Testing Purpose : Water supply for first test will be given free of cost. From 2nd fill, prevailing industrial rate forwater used for testing will be applied for recovery of water charges.




DECLARATION

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 fromhis date of resignation from MIDC or from the date of retirement from MIDC.

Date :

Place : Signature of Contractor


MAHARASHTRA STATE COMMISSIONER OF SALES TAX

NOTIFICATION NO.VAT-1505/CR-123/TAXATION-1 DT.1.4.2005

MAHARASHTRA VALUE ADDED TAX ACT-2002

1. The tendered rates shall be inclusive of all taxes, rates & cesses & shall also be inclusive of the tax leviable in respect of VATunder 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 MaharashtraValue Added Tax Act, 2002.

3. The contractor shall submit the Registration Certificate as a registered dealer under the above said Act atthe time of submission of tender/at the time of issuing the work order.

4. MIDC will deduct this tax at source at 2% (for registered contractors) & 4% (in other case) of the value ofthe work done as per Section 31 of Maharashtra VAT Act, 2002 & Notification No.VAT-1505/CR-123/TAXATION-1 DT.1.4.2005. TDS certificate to this effect will be issued by MI DC.

REGISTRATION UNDER CONTRACT LABOUR ACT -1970

While submitting the tender, the tenderer should note that he should produce the certified xerox copy ofRegistration in prescribed form issued by Labour Commissioner under Contract Labour Act, 1970, as an employer,as much as they are directly employing the workers for execution of the contract works awarded to them by MI DC& comply with the provision of the Act. After acceptance of tender by MIDC the contractor has to give intimationabout work order & get this particular work registered within a period of 15 days from the date of issue of work orderfrom labour commissioner under Contract Labour Act, 1970 failing which no permission will be granted to continuefurther work under the agreement.

DEDUCTION OF INCOME TAX

The Income Tax including surcharges or percentage in force from time to time or at the rate as intimated bythe competent Income Tax authority shall be deducted from bill amount whether measured bill, advance payment orsecured advance.

Additional Condition regarding VAT

MIDC will deduct this Works Contract Tax at source at 2 % (for registered dealer) & 5 % ( in any other case) of the value of workdone as per section 31 of Maharashtra Value Added Tax Act, 2002 & Government Notification dated 4 th April 2012 or as per applicable rate

Amendments


as amended from time to time.




SERVICE TAX CLAUSE

(For other than maintenance, labour oriented and consultancy works)

1. The tendered rate shall be inclusive of all taxes, rates & cesses & shall also be inclusive of thetax liable in respect of Service Tax under the provision of Service Tax Act.

2. The contractors who submit the tenders should necessarily be registered under the Service TaxAct, if he is providing services covered under Service Tax Act.

3. The contractor shall submit the registration certificate/ authorized documents under the serviceTax Act at the time of submission of tender.

4. The successful tenderer shall himself be liable/responsible to pay the Service Tax witheducation cess thereon to concerned government authority directly (after receiving the payment)as per the prescribed rate declared by concerned

government authority time to time & within the prescribed period as per Service Tax Act.


CLAUSE FOR REIMBURSEMENT OF TAXES/DUTIES

While submitting the tender, the contractor shall consider the prevailing taxes & duties on the dateof submission. In case there is statutory increase in the taxes/duties, the contractor shall submitdocumentary evidence for the payment of the same. On verification of the documents, the reimbursementwill be made if there is increase. In case there is reduction in the statutory taxes/duties, deduction will beeffected. It may also be noted that this clause is not applicable if there is increase in the octroi duringexecution of the work.

=======================================




CLAUSE FOR PAYMENT OF STAMP DUTY

As per Article-63 of Schedule-I of Bombay Stamp Act, 1958, stamp duty charges shall be as follows: Workscontract, that is to say a contract for works & labour or services involving transfer of property in goods(whether asgoods or in some other form) in its execution & includes sub-contract:

a) Where the amount or value set forthin such contract

does not exceed Rs.10 lakhs.

Rs.100/-

b) Where it exceeds Rs.10 lakhs. Rs.100/- plus Rs.100/- for everyRs.1,00,000/- or part thereof, aboveRs.10 lakhs, subject to the maximum ofRs.5,00,000/-

The contractor whose offer will be accepted will be called for execution of the agreement & shall only be liable topay the stamp duty applicable thereon.

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CLAUSE FOR RECOVERY OF LABOUR CESS

The Govt. of Maharashtra vide its decision dated 17/06/2010 has decided to recover Labour cess on allthe construction works undertaken by Govt., Public sector undertaking and Municipal Corporation, MunicipalCouncils, Gram Panchayat etc.

The contractors are therefore requested to note that labour cess at 1% of the cost of construction (excludingland cost) arrived at after deducting amount of compensation if any paid to the workers or their relatives underworkers compensation Act 1923 will be recovered from them. The recovery of labour cess at 1% shall be made fromthe payment due for each bill to be paid to the contractor.



(A Govt of Maharashtra Undertaking)

CLAUSE FOR RECOVERY OF ADDITONAL SECURITY DEPOSIT A) Clause for Recovery of Additional Security Deposit in case tenders ACCEPTED more than 15% below :The tenderer shall note that, in case the tender is quoted and accepted more than 15% below then theadditionalsecurity deposit shall be recovered in the form of cash / DD, as the case may be, at the time of execution ofagreement .The recovery of additional security deposit shall be as detailed below:

Sr.No.

Offer received below Additional securitydeposit to berecovered

1) For offer between 15.01% upto20% below

1% of estimated cost.

2) For offer between 20.01% upto25% below

2% of estimated cost

3) For offer more than 25.01%below

3% of estimated cost

B) Clause for Recovery of security deposit for quantities Exceeding 125% and Extra Item Rate List (EIRL):

It shall also be noted that security deposit for the quantities exceeding 125% of tendered quantities and/orEIRL shall also be deducted at the % to be recovered through bills (i.e. in cash) as mentioned in the tender text.

C) Refund of above Security deposit:

The security deposit so recovered in above events shall be refunded after satisfactory completion of defectliability period.




Special Condition for Royalty Payment

Clause regarding recovery of royalty charges through the bills of contractor towards Minor Minerals such as murum, excavation,

sand, metal etc. work done by the contractor

1) It shall be noted by the contractor that the amount of royalty charges towards the minor minerals(Excavation, murum, metal, sand etc.) consumed/used by the contractor for the work will be deducted from his billsand will be paid to the concerned Revenue Deptt. by MIDC.2) The contractor shall obtain above types of minor minerals from Govt. approved quarries or from the privateland after obtaining legal permission from the concerned authorities. However, in case the contractor brings thematerial from unauthorized quarries or in illegal manner, he shall be fully responsible for any legal action taken bythe Revenue or any Govt. authorities against him for such unauthorized or illegal act, even thoughthe royaltycharges are recovered from his bills and paid to be Revenue Department. He shall also indemnify MIDCofficers from any legal action so taken by the Govt. authorities for default on his part.3) The contractor shall give an undertaking on court fee stamp of Rs.100/- for indemnifying MIDC officersfrom any legal action taken by Govt. as detailed above.




CERTIFICATE

I/We hereby certify that the rates have been quoted by me/us after:

a) I/We have fully acquainted myself/ ourselves with site conditions &b) I/We have fully read, understood & accepted all terms, conditions, specifications & requirementsmentioned in these tender documents.

Stamped & dated

Signature of the

Contractor


GENERAL CONDITIONS OF CONTRACT

1. Interpretation : i. Singular & Plural 'Work' imparting the singular number shall include the plural number also & vice versa where thecontext requires.

ii. Marginal Headings of Notes : The Marginal headings of notes of these additional conditions shall not be deemed to form part there of orbe taken into consideration in the interpretation or constitution thereof or of the contract.

2. Contractor's Obligations : The contractor shall in cases otherwise specially provided for, make all payments & at their own expensesundertake to do all things & supply all labour, materials, constructional plant, temporary works, transport, supervision & everything whetherof a temporary or permanent nature required in & for construction, completion & maintenance of the works & for performing all obligationsof the work & for performing the obligations of contractor under the contract or which the contractor would have had to undertake to do orsupply, had the contractor carried out the construction, completion & maintenance of the works.

3. Assignment : The contractor shall not assign, transfer/otherwise dispose of the contract or any part/share there of in respect of any right,title, benefit/interest thereof or there under without the written consent of the Engineer-in-charge. No installment or other sum of moneybecome payable under the contract shall be payable to any person other than the contractor, unless the written consent of the Engineer-in-charge to the assignment or transfer of such money to such person, be produced when such payment is claimed as due.

4. Sub-letting : The contractor shall not sublet the whole/part of the works except where otherwise provided by the contractor for any of theworks, with the written consent of the MIDC notwithstanding such consent. The contractor shall not be relieved of any of his liabilities orobligations under the contract & he will stand responsible for all the acts, defaults & neglects if any, by such sub contractors, his agents,servants/workmen as if they were the acts defaults & neglects of the contractor himself, provided always that the provision of labour on apiece work basis shall not be deemed to be a subletting under this clause.

When asking consent from the MIDC, the contractor shall submit names of sub-contractors & of the actual marks in case the sub-contractorsare not the actual markers. If & when the MIDC has consented in writing, the contractor shall send two copies of the subcontract to theEngineer-in-charge. The subcontract or sublet order shall contain all necessary information given in the specifications of the contract toenable sub-contractor to supply the materials or execute the work in accordance therewith an adhere to the time in which the sub-contractoris to procure the materials & complete the works.

5. Authority of the Engineer-in-charge : Save in so, as it is legally or physically impossible, the contractor shall execute, completed &maintain the works in strict accordance with the contract under the directions & to the entire satisfaction of the MIDC, Engineer-in-charge &shall comply with & adhere strictly to the MIDC/ Engineer-in-charge's instructions & directions on any matter (whether mentioned in thecontract or not).

Subject to over all control of MIDC/Engineer-in-charge, he shall decide all issues, which may arise as to quality & acceptability of materialsfurnished & work executed, manner of execution, rate of progress of the works, interpretation of the plans & specifications & acceptablefulfillment of the contract on the part of the contractor etc. He shall determine the amount & quality of work performed & materialsfurnished & his decision & measurements shall be final in all such matters & in any technical questions, which may arise touching thecontract, his decision shall be binding on the contractor.

The MIDC/Engineer-in-charge shall have the power to force such decisions & orders if the contractor fails to carry them out promptly, if thecontractor fails to execute work ordered by the MIDC/Engineer-in-charge, he may give notice to the contractor specifying a reasonableperiod therein & on the expiry of that period, proceed to execute such work as may be deemed necessary & recover the cost thereof from thecontractor.

The Engineer-in-charge shall have authority to alter or waive the provision of plans & estimates & specifications or to relieve the contractorof any of his duties or obligations under the contract. He shall however have the authority to inform the contractor in writing to replace anymaterials considered defective & to suspend, redo or rectify any work improperly performed or not according to plans & estimates or


materials considered defective & to suspend, redo or rectify any work improperly performed or not according to plans & estimates orspecifications in his judgment & the contractor shall comply with all these requirements forthwith.

6. MIDC's other Representative : During the absence of the Engineer-in-charge on work, he shall be represented by his sub-ordinaterepresentative whose duties are to watch & supervise the works, to test & examine any materials to be used or workmanship employed toensure that the works are performed in conformity with the plans, estimates & specifications in all respects & to keep the Engineer-in-chargeinformed as to the progress of the works & the manner in which they are done. The Engineer-in-charge may from time to time delegate anyof the powers & authorities vested in him to his representative in writing.

7. Documents mutually explanatory & complementary : The several documents forming the contract are essential part of the contract &are requirement occurring in one is a binding as though occurring in all. They are intended to be mutually explanatory & complementary &to describe & provide for a complete work.

In the event of any discrepancy between the several documents forming the contract in any one document, the following order of precedenceshall apply.

a. Dimensions & quantities : i. Working issued for Execution. ii. Schedule B of the Tender Form. iii. Broad specifications given in thetender, on drawings, figured dimensions unless obviously incorrect will be followed in preference to scaled dimensions.

b. Description: i. Schedule B of the Tender Form ii. Drawings. iii. Broad specifications given in the tender.

In case of defective description or ambiguity, the Engineer-in-charge shall issue further instructions directing in what manner the work is tobe carried out, it being understood that the best modern practice is to be followed & the contractor shall forthwith comply with suchinstructions without any extra cost.

The contractor shall take no advantage of any apparent error or omission in drawings or specifications or in Schedule B & the Engineer-in-charge shall be permitted to make such corrections & interpretations as necessary to fulfill the intent of the plans & specifications.

8. Program of works : The contractor shall furnish a revised or modified program of construction in writing for approval of theMIDC/Engineer-in-charge, immediately after the work order to commence execution of the work contracted & wherever required thereafter,a program of construction & no change shall be made, except with the approval of or at the instance of the MIDC/Engineer-in-charge.

9. Contractor's Superintendent : The contractor shall give or provide all necessary constant & whole time superintendent during theexecution of the works & comply with all instructions that may be directed by the Engineer-in-charge as considered necessary, eitherthrough

i. Personal Superintendent of the work himself.

ii. Employing skilled & qualified Resident Engineer, thoroughly experienced in the type of work to be executed & fully authorised as statedin tender documents.

To receive & execute on behalf of the contractor, orders instructions or directions of the MIDC/Engineer-in-charge & without delay & topromptly supply such materials, labour, equipment, tools & incidentals as may be required.

Before appointing the Resident Engineer on the works, the Contractor shall supply all relevant particulars about the suitability & eligibilityof the person proposed to be so appointed & obtain the written approval of MIDC/Engineer-in-charge who willhowever reserve the right towithdraw his approval at any subsequent date without assigning any reasons & the contractor shall abide by such directions.

The contractor shall not remove the Resident Engineer from the works without the written consent of the MIDC/Engineer-in-charge. Shouldthe Resident Engineer cease to be Superintending the works on behalf of the contractor on account of his resigning, withdrawal or for anyother reason the contractor on account of his resigning, withdrawal or for any other reason the contractor shall appoint with least possibledelay, another person with the written approval of the MIDC/Engineer-in-charge as mentioned herein before.

10. Removal of Contractor's Employees : The contractor shall employ in & about the execution of the works only such persons as arePage 53 Executive EngineerContractor

10. Removal of Contractor's Employees : The contractor shall employ in & about the execution of the works only such persons as arecareful, skilled, competent & experienced in their several trades & shall, on the direction of the Engineer-in-charge forthwith cease toemploy in & about the execution of the works. Any person who in the opinion of the MIDC or Engineer-in-charge,misconduct himself, or isincompetent or negligent in the proper performance of his duties or whose continued employment is undesirable for any reason, suchpersons shall not be again employed upon the works without the written permission of the MIDC/Engineer-in-charge.

11. Access to Site of Work : The provisions of clauses & conditions of this contract shall also apply to all premises, workshops, factories,plants, quarries & all other places from where materials, manufactured articles & machineries are being obtained or stored for the works.

The MIDC/Engineer-in-charge or their representative & other subordinates shall be furnished with such information, assistance & facility bythe contractor as is required to make a complete & detailed investigation/inspection/supervision of the said goods.

12. Inspection of Works & Materials : All materials such as cement, steel, stone metal, rubble kapchi, grit, sand, asphalt etc. conforming torelevant IS Specification shall be procured from factories/suppliers/quarries of repute & only after the same is acceptable to the Engineer-in-charge. The contractor shall intimate the sources from where these materials are to be procured by him to the client before actually bringingthem to worksite. Any material brought or procured on site without approval of the source shall stand rejected without assigning anyreasons.

The contractor will be strictly responsible to the true intent of the specifications in regard to the quality of materials, workmanship & thediligent execution of the contract.

All materials & each part of details of the work shall be subject at all times, to inspection by the MIDC/Engineer-in-charge or theirrepresentative or other authorised subordinates who shall be furnished with reasonable facilities & assistance by the contractor forascertaining whether or not the work as performed or the materials used are in accordance with the requirements & intent of the plans &specifications.

The contractor shall furnish written information to the Engineer-in-charge stating the original source of supply & dates of manufactures ofall materials manufactured away from the actual site of work. This information shall be furnished at least two weeks (or such other period asmay be directed by the Engineer-in-charge) in advance of the incorporation of any such material in the works.

The contractor shall also inform the Engineer-in-charge in writing, when any portion is ready for inspection giving him at least 24 hrs.advance intimation to enable him to inspect the same without regarding further progress of the work.

>> Any work done or materials used without supervision or inspection by the MIDC/Engineer-in-charge or is representative, is liable to beordered to be removed & replaced at the contractor's expense.

If so directed, the contractor shall at any time before the acceptance of the work, remove or uncover such portion of the finished works asmay be directed. After examination, the contractor shall restore the said portion of the work to the standards required by specifications.Should the work so examined or exposed prove unacceptable; the expenditure shall be borne by the contractor.

The work shall not be considered to have been completed in accordance with the terms of the contract until the MIDC/Engineer-in-chargehave certified in writing that it has been completed to his satisfaction. No approval of materials or workmanship or approval of part of thework during the progress of execution shall bind the Engineer-in-charge or in any way effect his powers to reject the work when alleged tobe completed or to suspend the issue of his certificate of completion until such alterations/modifications/ reconstruction have been affected,as shall enable him to certify that the work has been complete to his satisfaction as required as per contract specifications.

The inspection of the work or materials shall not relieve the contractor from any of his obligations to fulfill the terms & conditions of thecontract as herein prescribed under plans & specifications in the accepted tender document.

Failure to remove any defective work or material will not in any way prevent MIDC later, from rejection of such works defects havingdiscovered or obligate the MIDC to make final acceptance.

13. Testing of Materials & Works : All materials before being incorporated in the work shall be inspected. After satisfactory necessary testsPage 54 Executive EngineerContractor

13. Testing of Materials & Works : Allmaterials before being incorporated in the work shall be inspected. After satisfactory necessary testsas per prevalent standards shall be approved by the Engineer-in-charge. The testing shall be done in government approved lab & the testingcharges shall be borne by the contractor himself only.

Any work in which such materials are used prior to inspection & when necessary, testing & without approval or written permission of theEngineer-in-charge shall be considered as unauthorised, defective & not acceptable.

The testing of materials & works where necessary shall be carried out in accordance with the most recent standards or Tentative StandardMethods of Bureau of Indian Standards Institution current on the date fixed for opening of the tender. If no such standard exists for aparticular test, the standard method as laid down by the British Standard Institution or by American Association of State Highway Officialsor the American Society or other suitable organization for testing of materials, will be used at the discretion of the Engineer-in-charge. Hemay also adopt any other suitable method at his discretion.

The contractor shall furnish such facilities instruments, machinery, equipment, labour & materials as the Engineer-in-charge may require forcollecting & forwarding sample or for ascertaining the quantity, quantity or weight of materials used & if so directed shall not make used ofor incorporate in the work of any materials represented by the said sample until the required test are made & the materials accepted.

The cost of collection of sample including transportations as well as of the testing shall be borne by the contractor for the followings.

i. The collection & supply of the samples & carrying out of such tests is provided for or clearly intended in the contract, willbe carried out atlaboratories approved by the Engineer-in-charge.

ii. The collection & supply of the samples & the carrying out of such tests if not provided for or clearly intended in the contract but ontesting, the material is found defective & has to be rejected. The defective material should be removed from site within 24 hours & report ofthe same should be given to Engineer-in-charge.

14. Unauthorised & Defective Works : No work shall be done without lines, levels, grades, lengths & other dimensions having been givenor approved by the Engineer-in-charge or when authorised by him or by his representative or other authorised subordinates. Any work doneby the contractor prior to the approval of the contract, work done contrary to or regardless of the instructions of the Engineer-in-charge,work done beyond the lines shown on the plans or as given, or any extra work done without authority will be considered as unauthorised &willnot be paid for under the provisions of this contract. Work so done shall be ordered to be removed or replace at the contractor's expense.All works & materials which do not conform to the requirements of the contract whether on account of poor workmanship, defectivematerials, unsuitable equipments & plans, carelessness or any other causes, shall be considered as defective.

The Engineer-in-charge shall have the power to order removal /replacement of all unauthorised/defective materials/works which in hisopinion should be removed or replaced all defects, be removed, replaced or corrected as may be directed by the Engineer-in-charge.

15. Night Work : Subject to any provisions to the contrary contained in the contract, no work shall be carried out between the hours of sunset & sunrise without the written permission of the Engineer-in-charge except when the work is unavoidable or absolutely necessary, forsaving life or property or for the safety of the work, in which case, the contractor shall immediately inform the Engineer-in-charge or hisrepresentative, provided always that the provision of this clause shall not be applicable in the case of any work which it is customary to carryout by double or rotary shifts in which case sufficient advance notice shall be given of the intention of work at night to the Engineer-in-charge. After making all requisite arrangements & management of areas, materials & equipments, required under any emergency etc.Overtime to supervisory staff of the MIDC, in such cases shall have to be however borne by the contractor.

The contractor shall also carry on work between sunset & sunrise if so required by the Engineer-in-charge, subject to obtaining approval inwriting, for expediting the progress on the works or for any other reasons of technical safety.

Whenever any work is required to be carried out at night in the interest of structural safety or any other reason with express approval of theEngineer-in-charge or his representative authorised to supervise, adequate lighting & other arrangement shall be made in advance by thecontractor for proper execution & supervision of the such work. The contractor shall not be however entitled to any extra payments for night


work. Before such work to be carried, the contractor should also inform to local Police Station in writing.

16. Explosive & Inflammable Materials : The MIDC does not anticipate use of any explosive or any inflammable material on this work,however in the event, explosives of inflammable materials are used for the execution of the works, the contractor shall at his own expense,obtain such license or licenses as may be required for storing & using explosives & or inflammable materials & locate, construct & maintainmagazines if such area is required for storage in accordance with the requirements of required for storage in accordance with therequirements of the relevant Government Rules in Force. Such magazines shall be clearly marked "Dangerous Explosives" in the regionallanguage & Devnagri & shall be in the care of competent watchman all the time. All this shall be done under intimation & after gettingconcurrence from Engineer-in-charge.

The contractor shall exercise utmost care while using explosives &/or inflammable materials not to endanger life or property & shall besolely responsible for any & all damages resulting from their storage & use, & shall indemnify absolutely MIDC & its officers & employeesagainst any claim or liability arising out of any accident or violation of any law, rules, orders etc.

17. Storage of Cement & Steel : No cement & steel willbe supplied by the MIDC for this work. For storage of such materials procured bythe contractor himself for his work, he shall have to make his own arrangements as per the prevailing practices & as approved by theMaharashtra Industrial Development Corporation (MIDC) duly exercising care for protection of all kinds as prescribed in relevant IndianStandards/IRC Codes of Practices.

18. Care, Maintenance & Repair of Works : a. From the commencement until the time, the works are completed & finally accepted &handed over to the MIDC, the contractor shall take full responsibility for the care & maintenance thereof including care of all temporaryworks to the satisfaction of the Engineer-in-charge & in case any damage, deterioration loss or injury shall happen to the works or to anypart there of or to any temporary works, from storms, fire, rains, accidents or any case whatsoever other than earthquake, volcanic eruptionor other convulsion of nature or act of God, War, Invasion, act of foreign enemies, hostilities (whether war be declared or not) civil war,rebellion, revolution, insurrection or military or insured power, shall at his own cost maintain, repair & make good the same so that till thetime of final acceptance, the works shall be in good order & condition & in conformity in every respects with the requirements of thecontract & the instructions of the Engineer-in-charge.

b. If the contractor fails to comply with the requirement mentioned in Sub Clause 1 above, the Engineer-in-charge will immediately ask himto comply with the same within prescribed period. In the event of the contractor failing to comply with these instructions, the Engineer-in-charge will immediately proceed to take care of the same viz. maintain or repair as required at the cost of the contractor. The clauseregarding defect liability period is given separately

19. Damages by Storms, Fire, Rains or Accidents : The contractor shall take all precautions against damage by storms, fire or rains or fromaccidents in protecting the works done & the materials, plants procured by him. No compensation will be allowed to the contractor fordamage to works or for his plant or materials lost or damaged by storm, fire or rains or from any other causes. The contractor shall be liableto make good any plant or materials of every description belonging to MIDC including losses or damages caused by storm, fire or rains orfrom any other causes while in charge of the contractor.

20. Compliance of Laws : The contractor shall keep himself fully informed of all acts, laws of the Central & state Government, all local byelaws, ordinances, rules & regulations & all orders & decrees of bodies or tribunals having any jurisdiction or authority which in any mannereffect those engaged or employed on the work or which in way effect the conduct of the works. He shall at all time observe & comply withall such laws, ordinances, rules, regulations, orders & decrees & shall give all notices & pay out of his own money, say fees or charges towhich he may be liable.

He shall protect & indemnify the MIDC & its officers & employees against any claim or liability arising from or based on the violation ofany such laws, ordinances, regulations orders, or decrees whether by himself or by his employees.

21. Treasure Trove : In the event of the discovery by the contractor or his employees during the progress of the works of any treasure, coins,antiquities, fossils, minerals or other articles or things of value or interest, whether geological, archeological or any other such treasure orother things shall be deemed to be the absolute property of MIDC.

The contractor shall take all reasonable precautions to prevent his workmen or another persons from removing such things as above & shall


The contractor shall take all reasonable precautions to prevent his workmen or another persons from removing such things as above & shallimmediately upon discovery thereof & before removal, acquaint the Engineer-in-charge of such discovery & carry out his orders as to thedisposal of the same which will be at the contractors expense.

22. Patented Devices, Materials & Processes : Whenever the contractor desires to use any design, device, drawing information's, materials,or process covered by a patent of copyright, he shall procure the rights for such use by suitable legal agreement with the patentee or owner athis own expenses & a copy of the agreement shall be filed with the Engineer-in-charge.

The contractor shall indemnify the MIDC from & against all claims, proceedings, damages, costs & expenses which may be brought ormade against the MIDC or to which they may be put by reason of the contract infringing or being held to have infringed any patent rights orcopyright in relation to any design, device drawing, materials or process at anytime during the prosecution or after the completion of thework & in the event of any injunction being obtained against the use of the same, the contractor shall replace the same with other materialsdesign, drawing, device, process etc. which do not infringe any such patent right or copy right, to the infringe any such patent right or copyright, to the satisfaction of the Engineer-in-charge.

23. Prevention of Nuisance & Pollution : The contractor shall take all necessary precautions to prevent any nuisance or inconvenience tothe owners, tenants or occupations of adjacent properties & any population. He shall make good at his own expense & the satisfaction of theEngineer-in-charge, any damage to road, paths, cross drainage works of public/private property when-so-ever & what-so-ever causes due tothe execution of the work or by traffic brought thereon by the contractor. All waste or superfluous materials shall be cleaned away by thecontractor.

24. Trespass : The contractor shall at all times be responsible for any damages due to trespass committed by his agents & work people incarrying out the work, unless authorised by the Engineer-in-charge in writing in which case, all repair work shall be done by the contractorat his own cost to restore the original condition.

25. Indemnity : The MIDC shall on behalf of the contractor shall indemnify their officers, employees etc against all actions, suits, claims &demands of any character brought in respect of any matter or thing done/omitted to be done by the contractor in the excavation of or inconnection with the works of this contract & against any loss/damage to MIDC his workman/labourers in consequence, for any action or suitbeing brought against the contractor for anything done/omitted to be done in the execution of the works of the contract or compensation tobe paid by contractor to his workman/labourers in consequence of accidents causing damage or loss of life of his workman/labourers etc. Allsuch payments made by the MIDC shall be recovered from the contractor from his dues outstanding or remains to be paid or that whichbecomes payable.

The MIDC shall not be liable to the contractor for damages or losses or delays resulting, from work by third parties or by injunction or otherrestraining orders obtained by third parties.

26. No waiving of Legal Right & Powers : The MIDC shall not be precluded or stopped by any measurement, estimates or the work &payment thereof, from showing the true amount & character of the work performed & materials furnished by the contractor & from showingthat any measurements, estimate or certificate is untrue or incorrectly made, & the MIDC shall not be precluded or stopped from recoveringfrom the contractor such damages as it may sustain by reason of his failure to comply with the terms of the contract. Neither the acceptanceby the MIDC or by any representative of the MIDC nor any payment for or acceptance of the whole or any part of the work or any extensionof time or any possession taken by the MIDC, shall operate as a waiver of any right to damages. A waiver of any breach of the contract shallnot be held to be a waiver of any right to damages. A waiver of any breach of the contract shall not be held to be a waiver of any other orsubsequent breach.

27. Police Protection : If police is asked for by the contractor for special protection of his camp of work, the MIDC may arrange for suchprotection so far as possible with the authorities concerned & the full cost of such protection shall be debited to the contractor & recoveredfrom his bills without any extra claim.

28. Permits, Licenses, Priorities, Certificates etc: The contractor shall make his own arrangements at his own cost, if required.


a. To obtain permits, licenses, quota certificates, foreign exchange etc. for any materials or items of work etc. if required by him.

b. To obtain rail & other priorities for transport of his plant, tools equipments, stores, machinery materials, labour staff etc.

c. To arrange with civil supply authorities for release of controlled goods if so, for his labour & staff.

The MIDC will not undertake to arrange for these but will not undertake to arrange for these but will render reasonable help within itscompetence without accepting any responsibility for delay if any. 29. Powers of the MIDC, Engineer-in-charge etc : Except whereotherwise specified in contract & subject to the powers delegated to him by MIDC, the decision of the MIDC/Engineer-incharge shall befinal & conclusive & binding to all parties to the contract upon all questions relating to the meaning of specifications, designs, drawings &instructions herewith before mentioned & as to the quality of workmanship or materials used on the work or as to any other question, claim,right, matter or thing whatsoever in any way arising out of relating to contract design, drawings, specifications, estimates, instructions,orders to these conditions otherwise concerning the work of the execution or failure to the same whether arising during the progress of thework or after completion or abandonment thereof.

30. Accidental Liabilities: The contractor shall be responsible for all liabilities under workman compensation act, as under

a. On occurrence of accident, resulting in death of workman employed by the contractor or which is so serious as is likely to result in deathof such workman who meet with accident, the contractor shall within 24 hours of incidence, will intimate in writingto Engineer-in-charge ofsuch incidence. The contractor shall indemnify MIDC, against all losses/damages sustained by the MIDC resulting directly/indirectly fromhis failure to give such intimation to MIDC including penalties/fines if any, payable by MIDC as a consequence of MIDC's failure to givenotice under workman's compensation act or otherwise to confirm the provision of this act in regard to such accidents.

b. In case when such compensations as above becomes payable under workman's compensation act, whether by contractor or by MIDC asprincipal employer, it shall be lawful for the Engineer-in-charge to retain out of money due & payable to the contractor, such sum or sums ofmoney as may in the opinion of the Engineer-in-charge shall be final in regard to all matters arising under this clause.

31. The contractor must produce official receipt issued by the competent authority including the quarry from which the rubble/metal/murumfor embankment has been brought wherever directed by MIDC. He should see that the rubble/metal/murum is brought from officiallypermitted quarries only. All charges on account of royalty to be paid to Govt. shall be borne by the contractor. The contractor shall be solelyresponsible for any failure on his part in this regard.




QUALITY AUDIT CLAUSE

The contractor shall note that, following exercise of Quality Audit of the work shall be carried out by the nominated

authority from MIDC.

1. The quality audit of the work shall be exercised by authority nominated by MIDC at a stage when 80% of the workis completed or at stage as decided by MIDC.

2. The contractor should remain present (alongwith all test reports & necessary documents for the works) at site whenquality audit of the work is being exercised.

3. Final Bill will be released for payment only after compliance of the points/remarks raised by the quality auditor withproper reasoning to the competent authority & only after receipt of clearance of nominated authority.

4. The contractor has to make all necessary rectifications, alterations to the work executed, as suggested by thequality auditor without any extra cost. If the contractor fails to do so, or does not intend to do so, then the probableamount required for the rectification shall be withheld from the bills & other dues payable to the contractor. Thecontractor shall be liable to pay suitable compensation as decided by the Superintending Engineer.


FORM GENERAL 1.4

Clause for Joint Venture for works costing less than Rs.300 lakhs

Joint venture or Association of two or more contractors will be allowed. The JointVenture shall be allowed for Plant and machinery and / or work experience. The lead partner of JVshould have contractor registration in appropriate class as mentioned in NIT. Other partner / partners ofJV shall also have registration; however, their share shall be limited upto the class of registration.

It should be noted that an agency shall be allowed to quote individually as well as inassociations / JV. The eligibility of the agency will be decided as per norms mentioned in thetender. The main contractor shall furnish the notarized joint venture MOU along with otherjoint venture partner on Rs. 100 stamp paper along in envelope No.1 only. Each joint venturepartner is requested to give an undertaking on stamp paper of Rs. 100/- stating that he willmake him as a joint venture along with main contractor only for this work and further he cannotmake a joint venture partnership with other contractor / firm for this work. It is obligatory thatthe main contractor in the joint venture gets qualified individually for financial criteria as per thenorms of MIDC.


Annexure – ACONDITIONS FOR JOINT VENTURE LESS THAN 300 LAKHS

1) If the application is made by Joint Venture Consortia of two or more contractors of any class may combine and tender for a work costingto the amount up to which each individual contractor of the higher of the two limits, if they are of different categories, are empowered totender as per the original registration provided that …

i) The application shall be signed by all JV Partners so as to be legally binding on all JV Partners.

ii) The combination is of the contractors as a whole and not individual partners.

iii) The main contractor shall furnish the notarised joint venture MoU along with other joint venture partner on Rs.100 stamp paper inenvelope No.1 only without which they shall not be qualified.

2) The notarized JV MoU / Agreement should give details as under

a) Particulars of the Firm.

b) Profit sharing ratio.

c) Principal place of business.

d) Details of the Lead Member of the Joint Venture Consortia.

e) Details of the Bank Account Operations.

f) Details of the authorized representative of all the Joint Venture Consortia members etc.

g) The JV constituting agreement shall be irrevocable till the completion of work.

h) The JV constituting agreement should cover clauses pertaining to liabilities arising out of the work, if any and liquidation thereof.

i) Whereas the share of the lead member should not be less than 51% and the share of all the Joint Venture Firm shall be 100%

j) One of the Partners shall be nominated as being in-charge and this authorization shall be evidenced by submitting a power of attorneysigned by legally authorized signatories of the Partners.

k) The Partner in-charge shall be authorized to incur liabilities and receive instructions for and on behalf of any and all Partners of theJoint Venture Consortia and entire execution of the contract including payment shall be done exclusively with the partner in-charge.

l) All Partners of the Joint Venture Consortia shall be liable jointly and separately for execution of the contract in accordance withcontract terms and a relevant statement to this effect shall be included in the authorization mentioned under (j) above.

3) The notarized JV MoU so submitted along with the Tender shall be considered as a Legal Document for establishing the Joint VentureConsortia.

4) The information pertaining to class of Registration, Work experience and / or Plant & Machinery of JV partner in the respective formsduly signed by the Partner shall be submitted with the tender in envelope No.1.

5) The financial norms shall have to be satisfied by the lead partner of joint venture firm in respect of bid capacity, as per Form ‘F’

6) In case of Joint Venture consortia the sponsoring firm has to submit complete information and identify the lead firm. It would benecessary for the Joint Venture Consortia to establish to the satisfaction of the MIDC that the venture has made practical, workable and


necessary for the Joint Venture Consortia to establish to the satisfaction of the MIDC that the venture has made practical, workable andlegally enforceable agreements amongst the parties, that responsibilities etc., assigned are capable in their individual capacity to dischargethem competently and satisfactorily and also that, the lead firm has necessary skill and capacity to lead and responsibility and involvementfor the entire period of execution as well as a leading role in control and direction on the resources of the entire Joint Venture Consortia.

7) The % share of other partners (other than lead partner) should not be more than his limit of eligibility to quote for works divided by theestimated cost of work put to tender i.e. when such a percentage is applied to the cost of the work, his share of cost should not exceed hisown eligibility limit of tendering for works.

8) Machineries owned by each partner & hired can be clubbed together

9) All joint venture partners shall be fully responsible for the satisfactory completion of work.


ANNEXURE – ‘B’ Joint Venture for works costing less than Rs.300 Lakhs

MEMORANDUM OF UNDERSTANDING FOR JOINT VENTURE AGREEMENT FOR “______________________________________________________________________”

DEED OF PARTNERSHIP (JOINT VENTURE OF _____________ AND ________________)

This Memorandum of Understanding for Joint Venture Agreement made and entered into aton his ______ day of _______ 20___ by and between :

1) ………………………………………………

AND

2) ………………………………………………

DEFINATIONS :-

In this deed, the following words and expression shall have meanings set out below :

“The Joint Venture” ( “JV” for short) shall mean “_______________________ (JV)” and“___________________” Joint Venture collectively acting in collaborations for the purpose ofthis agreement.

“ Apex Co-ordination Body (ACB) shall mean the body comprising Director of the Parties tothe Joint Venture”

“The Owner” shall mean

………………………………………………………

………………………………………………………

“The Works” shall mean the ………………………………………………………......

……………………………………………………………….

“ The Contract ” shall mean the contract entered into or to be entered into between the “JointVenture” and “The Owner” for the works.


JOINT VENTURE (JV)

(whereas the Parties hereto declare that, they agree and undertake to form a Joint Venturefor the purpose of Execution of the works, as an integrated Joint Venture. The JV shall becalled as “ JOINT VENTURE ” for short) Provided that the Parties are not under this agreemententering into any permanent Partnership or Joint Venture to tender or undertake any contractother than the subject works. Nothing herein contained shall be considered to construe theParties or Partners to constitute either Party the agent of the other.

WITNESSES

WHEREAS the Executive Engineer, ……………………………………. herein after referred asthe Executive Engineer, have invited tenders for the work of“…………………………………………………………………………….. hereinafter referred as“The Works”

Whereas PARTY NO. I and PARTY NO. II wish to execute the Contract, if awarded as per theterms of this indenture. Now, therefore this Deed of Partnership witnesses as follows :-

1) That, these recitals are and shall be deemed to have been part and parcel of thepresent MOU for JV.

2) That, this MOU shall come into force from the date of this MOU i.e. the day of_____________ the year ______________

3) That, the operation of this MOU for JV firm concerns and is confined to “the works”only.

4) That, the name of the Joint Venture firm shall be “_________________)

5) That, PARTY NO. I and PARTY NO. II shall jointly execute the works according to allterms and conditions as stated in the relevant instructions contained in the Bid Documents /Contract as an integrated JV styled as “_______________________________)

That, this MOU for JV shall regulate the relations between the parties and shall includewithout being limited to them the following conditions.

a)M/s. ___________________________ shall be the lead Company Incharge of the JointVenture for all intents and purpose.

b) The parties hereto shall jointly and severally liable to MIDC for all acts, deeds and thingspertaining to the Contract. The Contract for the works shall be signed by Shri.


pertaining to the Contract. The Contract for the works shall be signed by Shri._______________________ as a General Power of Attorney Holder.

c)That the Director of one of the parties of the JV, ________________ shall be the leadPartner of the JV firm and shall have the Power to Control and Manage the Affairs of the JV.

d)That, on behalf of the Joint Venture Lead Partner, _______________ have the Authority toincur liabilities, receive instructions and payments, sign and execute the Contract for and onbehalf of the Joint Venture. All payments made under the contract shall be made into the JointVenture’s bank account.

e) One or two Bank accounts shall be opened in the name of JV to be operated by the JointSignatory by representative of both the Partner of Joint Venture.

f) That each of the parties to the JV agrees and undertake to place at the disposal of the JVbenefits of its individual experience, technical knowledge and skill and shall in all respectsbear its share of the responsibility including the provision of information, advice and otherassistance required in connection with the works. The share and the participation of thepartners in the JV shall broadly be as follows :-

Name of Contractor Share of Percentage

1)

2)

Total 100%

And all rights, interests, liabilities, obligations, works experience and risks (and all net profit ornet losses) arising out of the contract shall be shared or borne by the Parties in proportion tothese share. Each of the parties shall furnish its proportionate share in any bonds,guarantees, sureties required for the works as well as its proportionate share in workingcapital and other financial requirements, all in accordance with the decisions of the ApexCoordinating body.

g) Any loan/advances shall be shared by the PARTY NO. I and PARTY NO. II in the ratio of________________ respectively.

h) All funds, finance or working capital required for carrying out and executing, the works orcontract shall be procured and utilized by the parties are mutually agreed by them and theyshall be liable and responsible for the same. Initial Capital of the JV firm shall be Rs.


_______________.

i) The execution of the work on the site will be managed by a Project Manager. The ProjectManager shall be authorized to represent the JV on site in respect of matters arising out orunder the contract.

j) The PARTY NO. I and PARTY NO. II shall be jointly and severally liable towards the ownerfor the execution of the contract commitment in accordance with contract conditions.

k) The JV shall be registered with the Registrar of Firms / Company, Maharashtra State.Prior written approval of MIDC shall be obtained before any changes are proposed to be madein this Joint Venture Agreement, once it is registered with the Registrar of firms / Company,Maharashtra State.

l) This Joint Venture Agreement shall not be dissolved till the completion of the defect liabilityperiod as stipulated in the Tender Document conditions of the works and till all the liabilitiesthereof are liquidated.

m) That, questions relating to validity and interpretation of this deed shall be governed by thelaws of India. Any disputes in interpretation of any conditions mentioned herein shall bereferred to Arbitrator by mutual consent of the parties to the JV and such proceedings shall begoverned by the Indian Arbitration and Conciliation act, 1996. The award of the Arbitratorshall be final and binding on the parties, hereto, neither the obligations of each party hereto toperform the contract nor the execution of works shall stop during the course of thesearbitration proceedings or as a result thereof.

n)That, no party to the JV has the right to assign any benefit, obligation or liability under theagreement to any third party without obtaining the written consent of the other partner andMIDC.

·· Bank account (s) in the name of the Joint Venture firm may be opened with anyNationalized / Scheduled Bank / Banks approved by GoM and the representatives ofboth partners are authorized to operate upon such accounts jointly.

p) That, the parties to the JV shall be responsible to maintain or cause to maintain properBooks of Accounts in respect of the business of the JV firm and the same shall be closed at


Books of Accounts in respect of the business of the JV firm and the same shall be closed atthe end of the every financial year.

q) That the financial year of the firm shall be the year ended on the 31 st day of March everyyear.

r) That upon closure of the books of account, balance sheet and profit and loss account, as tothe state of affairs of the firm, as at the end of the financial year and as to the profit or lossmade, or incurred by the firm for the year ended on that date respectively, shall be preparedand the same shall be subject to audit by a Chartered Accountant.

LEGAL JURISDICTION

All matters pertaining to or emanating from this JV agreement involving the owner shall besubject to jurisdiction or High Court of Judicature, at ...………..

NOTICE AND CORRESPONDANCE

All correspondence and notices to the JV shall be sent to the following address :

IN WITNESS WHERE TO the parties have caused their duly authorized representative to signbelow :

Signed for and on behalf of signed for and on behalf of

Witness

1.

2.


GENERAL SPECIFICATIONS FOR MATERIALS

1. Materials:

A) Cement: Unless otherwise specified, 43 grade ordinary portland cement, slow setting quality, conf.to latest relevant IS, of the brand

approved by Exe. Engineer shall be used. It shall be got tested as per IS at the lab specified by MIDC at contractor's cost before it is used on

the work. Test report shall be submitted to MIDC.

B) Sand: Sand shall be clean & gritty composed of hard siliceous grains & shall be free from clay or any organic materials. All sand shall

pass through a mesh 3 mm. If there is any trace of earthly matter, sand must be washed.

C) Aggregate: The aggregate shall consist of graded broken stone, sound, hard & durable, so as to pass through a 25 mm. mesh. The size

shall not vary as far as possible. All aggregate must be perfectly cleaned & should be washed if necessary & free from sulphur. No lime

stone shall be used.

2. Centering: The term centering shall include all forms, moulds, shuttering plates, poles, shores, strutting & uprights & all other temporary

supports for the concrete to be laid. The centering shall be of such dimensions & so constructed as to remain rigid during the process of

laying, curing, tamping & setting of the concrete. Joints must be watertight so as to prevent the leakage of liquid cement. Centering must be

so arranged that the portion below the slab can be removed first then sides of beams & finally those below the beams. All faces which will

come in contact with concrete in beam must be plained or smoothened sides.

3. Mixing of concrete: Unless otherwise stated concrete should be batched in a mixer. Concrete shall be mixed in proportion as specified in

the item or detailed itemwise specification. If allowed in writing in case of hand mix 5% extra cement is to be used & the concrete must be

thoroughly mixed at least 3 times in dry state, before water is added as far as possible. The mixture shall always be brought to the same

degree of wetness. A fairly wet mixture must be used, particularly for beams. Concrete must be mixed on water tight platforms, sufficiently

large to allow two heaps being mixed simultaneously. The crushing strength of concrete at 28 days shall be as per IS:456-2000 for various

grades of concrete. If the work tests fail to show the required strength then necessary deduction shall be made in the rate for that quantity

proportionately.

Water Cement Ratio The proportion of water should be as per IS:456-2000.

4. Placing of Concrete: Before any concrete is put in position centering must be well watered to prevent it sucking up too much moisture

from the concrete. The concrete shall be placed in its final position in work as soon as possible after mixing & care must be taken to place it

gently in position & not to drop it from a height. It must be well tamped & vibrated with mechanical vibrator till the cement creams the

surface, care being taken to see that steel reinforcement is thoroughly surrounded by the liquid concrete & that no voids or cavities are left.

The concrete shall be continuously watered & kept damp for 21 days after placing in position.

5. Stopping & Recommencing work: As far as possible when concreting is once commenced, it must be carried out without stoppage until


5. Stopping & Recommencing work: As far as possible when concreting is once commenced, it must be carried out without stoppage until

the jobs is completed. If however stopping of concrete placing is unavoidable the break should be at right angles to direction of the span. On

no account must a joint be made towards the end of the beam or slab. Wherever a stop has been made in laying the concrete the surface of

the existing concrete must be carefully brushed with a stiff brush before recommencing the work to remove loose particles & dust. A thick

grout of neat cement should be poured over the edge before the new concrete is tamped against it. Where the concrete work should be

stopped shall be decided in advance by the Executive Engineer & shown properly on plan.

6. Striking centering: Under the ordinary circumstances the centering of the sides of beams & under the slab may be removed as per

following conditions.

a) Vertical sides of slabs, beams & columns 48 hours.

b) Bottom of slabs below 4.6 M. span 7 days.

c) Bottom of slabs above 4.6 M. span 14 days.

d) Bottom of beams upto 6.6 M. span & arch bottom upto

20 ft. span

18 days.

e) Bottom of beams over 6.6 M. span 21 days.

For rapid hardening cement 5/7 th of the above period will be sufficient in all cases except vertical sides of slabs, beams & columns which

should be retained at least for 24 hrs.

7. Finish of floor & Roofs: The soffits of all slabs & soffit & sides of all beams shall be finished with neeru plaster & whitewash of two

coats. Plaster & whitewash shall be paid under relevant item.

8. General Workmanship: This should comply with Cl.No.7 of IS:250-1965.

9. General: The size mentioned on the plans & estimate are of concrete actually to be cast in forms & shall be paid accordingly & nothing

extra shall be paid for the additional thickness due to finishing etc.

10. Work should be carried out as per Std. Spcf. Book of MIDC & relevant ISS. The Spcf. No/pg. No. of Std. Spcf. Book of MIDC for few

general items are as follows

Sr.No Materials Specification No./Page No.

1. Cement Gen/C/0(0.2.1)/80-86

2. Neeru Gen/F/1(1.3B)/248-249

3. Water Gen/C/0(0.2.4)/92-94

4. Fine Aggregate Gen/C/0(0.2.2)/86-88

5. Coarse Aggregate Gen/C/0(0.2.3)/88-92

6. Stone for masonry Gen/E/0(0.1.1)/206-208

7. Bricks Gen/D/0(0.2)/191-193

8. MS Reinforcement Gen/C/0(0.2.5)/94-97

9. Structural Steel Gen/C/0(0.2.5)/95

10. Timber Bd/B/1(1.20)/91

11. Oil & ready mixed paints Bd/E/11,303-304

12. PCC & RCC Gen/C/0,53-149

13. Water Proofing Gen/J/2(2.2)/356

14. Wood Finishing Bd/B/1(1.5)/92-93

15. Oil Painting Bd/E/11,303-304

16. Colour/White wash & distemper Gen/E/2(2.2)/268 & Gen/E/3(3.2)/272


Sr.No Materials Specification No./Page No.

1. Cement Gen/C/0(0.2.1)/80-86

2. Neeru Gen/F/1(1.3B)/248-249

3. Water Gen/C/0(0.2.4)/92-94

4. Fine Aggregate Gen/C/0(0.2.2)/86-88

5. Coarse Aggregate Gen/C/0(0.2.3)/88-92

6. Stone for masonry Gen/E/0(0.1.1)/206-208

7. Bricks Gen/D/0(0.2)/191-193

8. MS Reinforcement Gen/C/0(0.2.5)/94-97

9. Structural Steel Gen/C/0(0.2.5)/95

10. Timber Bd/B/1(1.20)/91

11. Oil & ready mixed paints Bd/E/11,303-304

12. PCC & RCC Gen/C/0,53-149

13. Water Proofing Gen/J/2(2.2)/356

14. Wood Finishing Bd/B/1(1.5)/92-93

15. Oil Painting Bd/E/11,303-304

16. Colour/White wash & distemper Gen/E/2(2.2)/268 & Gen/E/3(3.2)/272


ADDITIONAL CONTRACT CONDITIONS REGARDING STEEL & CEMENT MATERIAL

1. Supply of Cement: Tenderer shall note that MIDC will not supply cement. They should make their own arrangement for procurement ofcement required for the work from open market. The cement that will be procured during execution of work as per standard rate ofconsumption shall be governed by the following conditions:

1a. The total quantity supplied for work includes all taxes such as excise duty, sales tax, octroi, loading/unloading charges, transportationfrom market to site of work or any other local taxes as applicable from time to time.

1b. The entire quantity of cement shall be portland cement of slow setting quality & shall be in accordance with IS:8112-1989 & as perIndian Standard Specifications revised from time to time with not less than 43 grade. The brand of cement shall be approved by theExecutive Engineer & shall be tested before it is used on work at contractor's cost & certificate shall be produced when demanded by thedepartment.

1c. The procurement of cement shall be from the Cement manufacturing companies having computerised plant with installed capacity notless than one million MT per annum or shall be of approved brands available in market such as Ambuja, Birla, L&T, Narmada, Rajshree,Vasavdatta or equivalent 43 grade conf. to IS:8112-1989.

1d. All tests shall be given for cement brought on site for construction work as per IS:8112-1989.One sample from 200 bags of cementbrought on site & as & when directed by Engineer-in-charge shall be tested from Government recognised laboratories at contractor's cost.No extra payment will be made for the testing of cement.

1e. The quantity brought on site shall be from fresh stock only. No damaged or partly damaged cement will be accepted under anycircumstances.

1f. MIDC will not take any responsibility of cement damaged at site and no claims whatsoever will be entertained.

1g. The ordinary portland cement shall conform to IS:8112-1989 & its subsequent amendments, if any.

1h. The cement packed in HDPE bags, each containing 50 Kg of cement shall only be used.

1i. The contractor should produce manufacturer's test certificate. One sample from 1000 bags of cement brought on site shall be got tested bythe contractor in the Govt. approved laboratories & test certificates thereof certifying conformity to relevant ISS shall be produced.

1j. No claim shall be entertained for increase in prices or no deduction willbe made for decrease of prices. However secured advance as perthe MIDC's standard practice will be granted.

1k. Cement brought by the contractor will also be got tested by MIDC from Govt/Semi-Govt laboratory, before it is used on work & if it isfound to be according to IS:8112-1989 then only it will be allowed to be used, otherwise it will be rejected. The results of tests so obtainedshall be final & binding on the contractor over & above the test certificate of manufacturer.

2. Supply of Steel: Tenderer shall note that MIDC willnot supply or issue any MS/TOR steel as per requirement of work. They should maketheir own arrangement for the entire quantity required for work. The steel MS/TOR that willbe procured by the contractor shall be governedby the following conditions:

2a. Steel required for RCC items shall be brought from registered steel plant or primary or secondary producers having sufficient capacity ofmanufacturing or rerolling of steel. Preferably from SAIL, TATA, Sanghvi Steel, Ramkrishna Ispat.

2b. The total quantity to be supplied for work shall include all taxes such as excise duty, sales tax,octroi, loading/unloading charges,transportation from market to site of work, weighment charges at site etc. or any other levies as applicable from time to time during theperiod of contract.

2c. MS/TOR steel reinforcement for RCC work shall conform to IS:432-1966, IS:226 & IS:1786 respectively & shall be of tested quality. ItPage 71 Executive EngineerContractor

2c. MS/TOR steel reinforcement for RCC work shall conform to IS:432-1966, IS:226 & IS:1786 respectively & shall be of tested quality. Itshall also comply with the relevant part of IS:456-1978.

2d. All the steel reinforcement shall be clean & free from dirt, paint, grease, mill scale or loose or thick rust at the time of supply.

2e. The contractor shall produce a test certificate of the manufacturer at the time of supply at store & before use in work

2f. The steel reinforcement shall be tested for each lot categorywise or as & when directed according to IS:1521, IS:1608, IS:226, IS:1559-1960 or as per revised IS codes in force from time to time, from Government recognised test laboratories & test certificates shall besubmitted before use. No extra payment will be made for testing of steel.

2g. The steel brought by the contractor shall be weighed in the presence of Engineer-in-charge of the work or his authorised representative &challans shall be handed over to the Engineer-in-charge in token of bringing the steel at site. He will also keep at site of work a register ofsteel brought & used, for periodical checking of Engineer-in-charge of work.

For the purpose of actual quantity brought by the contractor at site of work/store both the challan one from the weighment shop & otherchallan of supplier shall be handed over to the Engineer-in-charge & quantity whichever is less willbe considered as quantity brought by thecontractor.

2h. MIDC will not take any responsibility of steel reinforcement brought on site & no claims whatsoever will be entertained.

2i. The extra claims whatsoever shall not be entertained & paid during currency of contract for increase in taxes etc. The cost of MS/TORsteel reinforcement is included in the relevant RCC items of tender under Schedule `B'.


MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION( A Govt. of Maharashtra Undertaking)

STANDARD CEMENT CONSUMPTION STATEMENT

Item of Work Rate of CementConsumption inbags.

Remarks

A] Cement Concrete (Nominal Mix)

Lower Limit Upper Limit

1:5:10 (M-5) 2.60/m3 2.35 2.85

1:4:8 (M-7.5) 3.10/m3 2.80 3.40

1:3:6 (M-10) 4.10/m3 3.80 4.40

1:2:4 (M-15) 6.20/m3 5.90 6.50

1:1½:3 (M-20) 8.20/m3 7.90 8.50

1: 1: 2 (M-25) 8.70/m3 8.40 9.00

B] Cement Concrete (Design Mix) Minimum cementconsumption forDesign Mix

M-15 5.80/m3 The grater value of either theminimum cement contentspecified or cementconsumption as per design mixwill prevail during execution ofwork.

M-20 6.60/m3

M-25 6.60/m3

M-30 7.00/m3

M-35 7.50m3

M-40 8.00/m3

C] Brick Masonry II Class with 30% mortar

CM - 1:8 1.05/m3

CM - 1:6 1.40/m3

CM - 1:5 1.70/m3

CM - 1:4 2.10/m3

D] 115 mm thick Brick Masonry II Class

CM - 1:3 0.28/m2

E] Brick Masonry I Class withoutpointing with 25% mortar

CM - 1:6 1.15/m3

CM - 1:5 1.40/m3

CM - 1:4 1.70/m3

F] UCR Masonry without pointing with 35% mortar

CM - 1:6 1.70/m3

CM - 1:5 2.00/m3

CM - 1:4 2.50/m3

G] UCR Masonry without pointing with 45% to 50% mortar

CM - 1:6 2.15/m3

CM - 1:5 2.60/m3

CM - 1:4 3.10/m3

H] Laterite Stone Masonry with 18% mortar

CM - 1:6 0.85/m3

CM - 1:5 1.00/m3

CM - 1:4 1.30/m3

I] Cement Plaster with Cement mortar 1:3 (neeru finish)

6 mm 0.07/m2

12 mm 0.13/m2

20 mm 0.20/m2

25 mm 0.23/m2

40 mm 0.40/m2

J] Cement Plaster with Cement mortar 1:4 (without neeru finish)

6 mm 0.06/m2

12 mm 0.11/m2

20 mm 0.17/m2

25 mm 0.22/m2

40 mm 0.34/m2

K] Coursed Rubble masonry with pointing 30% mortar

1:6 CM 1.70/m3

1:5 CM 2.00/m3

1:4 CM 2.50/ m3

L] Sand Faced plaster CM 1:3

12 MM 0.20/m2

20 MM 0.23/m2

25 MM 0.25/m2

M] Cement plaster without neeru finish CM 1:3

6 MM 0.07/m2

12 MM 0.13/m2

20 MM 0.20/m2

25 MM 0.25/m2

N] Cement plaster with neeru finish CM 1:4

6 MM 0.06/m2

12 MM 0.10/m2

20 MM 0.17/m2

25 MM 0.22/m2

O] Decorative texture plaster

CM 1:4 0.15/m2

P] Neat Cement Finish over green surface

1.5 mm Thick 0.04/m2

Q] Wet on wet finish CM 1:3

12 MM 1.05/m2

R] Pointing with Cement Mortar 1:3

Brick Masonry 0.03/m2

Stone Masonry 0.05/m2

S] Paving and Flooring

Shahabad / Tandur / Kotta / KaddapaChequred tiles / plain cement tiles /marble / mosaic / granite CM 1:4 bedand with pointing 1:3

0.19/m2

Skirting & Daddo 0.30/m2

Shahabad / Tandur / Kadappa CM 1:6 0.14/m2

White / coloured glazed tiles 0.28/m2

Granite stone facing plaster CM 1:3 0.20/m2

Ceramic tiles 0.22/m2

IPS flooring 40 mm 0.30/m2

T] Colgrout Masonry with 45 % mortar

Cement 1:3 sand mortar 3.54/m3

U] Gunniting CM 1:3

25 MM 0.28/m2

40 MM 0.45/m2

50 MM 0.55/m2

V] Water proofing

Box type water proofing 0.80/m2

Water proofing by injection grouting 1.00/m2

Water proofing on terrace slab 0.50/m2



Remarks



1:5:10 (M-5) 2.60/m3 2.35 2.85

1:4:8 (M-7.5) 3.10/m3 2.80 3.40

1:3:6 (M-10) 4.10/m3 3.80 4.40

1:2:4 (M-15) 6.20/m3 5.90 6.50

1:1½:3 (M-20) 8.20/m3 7.90 8.50

1: 1: 2 (M-25) 8.70/m3 8.40 9.00

B] Cement Concrete (Design Mix) Minimumcementconsumption forDesign Mix

M-15 5.80/m3 The grater value of either theminimum cement contentspecified or cementconsumption as per design mixwill prevail during execution ofwork.

M-20 6.60/m3

M-25 6.60/m3

M-30 7.00/m3

M-35 7.50m3

M-40 8.00/m3


CM - 1:8 1.05/m3

CM - 1:6 1.40/m3

CM - 1:5 1.70/m3

CM - 1:4 2.10/m3


CM - 1:3 0.28/m2


CM - 1:6 1.15/m3

CM - 1:5 1.40/m3

CM - 1:4 1.70/m3


CM - 1:6 1.70/m3

CM - 1:5 2.00/m3

CM - 1:4 2.50/m3


CM - 1:6 2.15/m3

CM - 1:5 2.60/m3

CM - 1:4 3.10/m3


CM - 1:6 0.85/m3

CM - 1:5 1.00/m3

CM - 1:4 1.30/m3


6 mm 0.07/m2

12 mm 0.13/m2

20 mm 0.20/m2

25 mm 0.23/m2

40 mm 0.40/m2


6 mm 0.06/m2

12 mm 0.11/m2

20 mm 0.17/m2

25 mm 0.22/m2

40 mm 0.34/m2


1:6 CM 1.70/m3

1:5 CM 2.00/m3

1:4 CM 2.50/ m3


12 MM 0.20/m2

20 MM 0.23/m2

25 MM 0.25/m2


6 MM 0.07/m2

12 MM 0.13/m2

20 MM 0.20/m2

25 MM 0.25/m2


6 MM 0.06/m2

12 MM 0.10/m2

20 MM 0.17/m2

25 MM 0.22/m2


CM 1:4 0.15/m2




12 MM 1.05/m2






0.19/m2









U] Gunniting CM 1:3

25 MM 0.28/m2

40 MM 0.45/m2

50 MM 0.55/m2

V] Water proofing






Remarks



1:5:10 (M-5) 2.60/m3 2.35 2.85

1:4:8 (M-7.5) 3.10/m3 2.80 3.40

1:3:6 (M-10) 4.10/m3 3.80 4.40

1:2:4 (M-15) 6.20/m3 5.90 6.50

1:1½:3 (M-20) 8.20/m3 7.90 8.50

1: 1: 2 (M-25) 8.70/m3 8.40 9.00


M-15 5.80/m3 The grater value of either theminimum cement contentspecified or cementconsumption as per design mixwill prevail during executionof work.

M-20 6.60/m3

M-25 6.60/m3

M-30 7.00/m3

M-35 7.50m3

M-40 8.00/m3


CM - 1:8 1.05/m3

CM - 1:6 1.40/m3

CM - 1:5 1.70/m3

CM - 1:4 2.10/m3


CM - 1:3 0.28/m2


CM - 1:6 1.15/m3

CM - 1:5 1.40/m3

CM - 1:4 1.70/m3


CM - 1:6 1.70/m3

CM - 1:5 2.00/m3

CM - 1:4 2.50/m3


CM - 1:6 2.15/m3

CM - 1:5 2.60/m3

CM - 1:4 3.10/m3


CM - 1:6 0.85/m3

CM - 1:5 1.00/m3

CM - 1:4 1.30/m3


6 mm 0.07/m2

12 mm 0.13/m2

20 mm 0.20/m2

25 mm 0.23/m2

40 mm 0.40/m2


6 mm 0.06/m2

12 mm 0.11/m2

20 mm 0.17/m2

25 mm 0.22/m2

40 mm 0.34/m2


1:6 CM 1.70/m3

1:5 CM 2.00/m3

1:4 CM 2.50/ m3


12 MM 0.20/m2

20 MM 0.23/m2

25 MM 0.25/m2


6 MM 0.07/m2

12 MM 0.13/m2

20 MM 0.20/m2

25 MM 0.25/m2


6 MM 0.06/m2

12 MM 0.10/m2

20 MM 0.17/m2

25 MM 0.22/m2


CM 1:4 0.15/m2




12 MM 1.05/m2






0.19/m2









U] Gunniting CM 1:3

25 MM 0.28/m2

40 MM 0.45/m2

50 MM 0.55/m2

V] Water proofing






Remarks



1:5:10 (M-5) 2.60/m3 2.35 2.85

1:4:8 (M-7.5) 3.10/m3 2.80 3.40

1:3:6 (M-10) 4.10/m3 3.80 4.40

1:2:4 (M-15) 6.20/m3 5.90 6.50

1:1½:3 (M-20) 8.20/m3 7.90 8.50

1: 1: 2 (M-25) 8.70/m3 8.40 9.00


M-15 5.80/m3 The grater value of either theminimum cement contentspecified or cementconsumption as per designmix will prevail duringexecution of work.

M-20 6.60/m3

M-25 6.60/m3

M-30 7.00/m3

M-35 7.50m3

M-40 8.00/m3


CM - 1:8 1.05/m3

CM - 1:6 1.40/m3

CM - 1:5 1.70/m3

CM - 1:4 2.10/m3


CM - 1:3 0.28/m2


CM - 1:6 1.15/m3

CM - 1:5 1.40/m3

CM - 1:4 1.70/m3


CM - 1:6 1.70/m3

CM - 1:5 2.00/m3

CM - 1:4 2.50/m3


CM - 1:6 2.15/m3

CM - 1:5 2.60/m3

CM - 1:4 3.10/m3


CM - 1:6 0.85/m3

CM - 1:5 1.00/m3

CM - 1:4 1.30/m3


6 mm 0.07/m2

12 mm 0.13/m2

20 mm 0.20/m2

25 mm 0.23/m2

40 mm 0.40/m2


6 mm 0.06/m2

12 mm 0.11/m2

20 mm 0.17/m2

25 mm 0.22/m2

40 mm 0.34/m2


1:6 CM 1.70/m3

1:5 CM 2.00/m3

1:4 CM 2.50/ m3


12 MM 0.20/m2

20 MM 0.23/m2

25 MM 0.25/m2


6 MM 0.07/m2

12 MM 0.13/m2

20 MM 0.20/m2

25 MM 0.25/m2


6 MM 0.06/m2

12 MM 0.10/m2

20 MM 0.17/m2

25 MM 0.22/m2


CM 1:4 0.15/m2




12 MM 1.05/m2






0.19/m2









U] Gunniting CM 1:3

25 MM 0.28/m2

40 MM 0.45/m2

50 MM 0.55/m2

V] Water proofing



Water proofing on terrace slab 0.50/m2Page 76 Executive EngineerContractor


Remarks



1:5:10 (M-5) 2.60/m3 2.35 2.85

1:4:8 (M-7.5) 3.10/m3 2.80 3.40

1:3:6 (M-10) 4.10/m3 3.80 4.40

1:2:4 (M-15) 6.20/m3 5.90 6.50

1:1½:3 (M-20) 8.20/m3 7.90 8.50

1: 1: 2 (M-25) 8.70/m3 8.40 9.00


M-15 5.80/m3 The grater value of either theminimum cement contentspecified or cementconsumption as per designmix will prevail duringexecution of work.

M-20 6.60/m3

M-25 6.60/m3

M-30 7.00/m3

M-35 7.50m3

M-40 8.00/m3


CM - 1:8 1.05/m3

CM - 1:6 1.40/m3

CM - 1:5 1.70/m3

CM - 1:4 2.10/m3


CM - 1:3 0.28/m2


CM - 1:6 1.15/m3

CM - 1:5 1.40/m3

CM - 1:4 1.70/m3


CM - 1:6 1.70/m3

CM - 1:5 2.00/m3

CM - 1:4 2.50/m3


CM - 1:6 2.15/m3

CM - 1:5 2.60/m3

CM - 1:4 3.10/m3


CM - 1:6 0.85/m3

CM - 1:5 1.00/m3

CM - 1:4 1.30/m3


6 mm 0.07/m2

12 mm 0.13/m2

20 mm 0.20/m2

25 mm 0.23/m2

40 mm 0.40/m2


6 mm 0.06/m2

12 mm 0.11/m2

20 mm 0.17/m2

25 mm 0.22/m2

40 mm 0.34/m2


1:6 CM 1.70/m3

1:5 CM 2.00/m3

1:4 CM 2.50/ m3


12 MM 0.20/m2

20 MM 0.23/m2

25 MM 0.25/m2


6 MM 0.07/m2

12 MM 0.13/m2

20 MM 0.20/m2

25 MM 0.25/m2


6 MM 0.06/m2

12 MM 0.10/m2

20 MM 0.17/m2

25 MM 0.22/m2


CM 1:4 0.15/m2




12 MM 1.05/m2






0.19/m2









U] Gunniting CM 1:3

25 MM 0.28/m2

40 MM 0.45/m2

50 MM 0.55/m2

V] Water proofing





MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION ( A Govt. of Maharashtra Undertaking)

CEMENT VARIATION CLAUSE

The rates in Schudule are based on the above stated rates of cement consumption. The permissible variation in the cement consumptionshall be as given under Item No.1 above. For rest of the item permissible variation shall be + 5% of figures give above. If the actualconsuption on any work is below these limits, reduced rates shall be paid (considering double the prevailing market rate) for any item ofwork on which less cement has been used below limit of -5%. If consumption goes beyond the limit of +5% the same shall not be paid.It may be noted that when specifically ordered out to adopt richer mix than specified in the tender, the excess cement soconsumed above the specified mix in the tender, the same will be paid at prevailing market rate. However, for cement saveddue to adoption of poorer mix when so specifically directed by the department, a reduced rate will be paid (as per prevailingmarket rate).For excess/less cement use on work as per cement variation clause the standarad consumption for cement shall be as pertable given above.


SPECIFICATION FOR FORM WORK

GENERAL: Forms to confine the concrete & shape it to the required line shall be used wherever necessary. The forms shall have sufficient

strength & rigidity to hold concrete & to withstand the pressure of ramming & vibration with no excessive deflection from the prescribed

lines, the more so when the concrete is vibrated. The contractor shall have to get the design & drawing of the centering approved from the

Engineer-in-charge before erection. Form work shall be of any of the following :

a) Wooden shuttering with steel plate lining.

b) Steel Shuttering.

c) Plywood shuttering.

Wooden shuttering will be allowed, only if it is free from warpage & is fabricated true to line & shape. The decision of the Engineer-in-

charge as to the suitability of wooden shuttering as per (a) above to be used by the contractor willbe final & binding on the contractor. The

surface of all forms in contact with concrete shall be clean, rigid, watertight & smooth. Suitable devices shall be used to hold corners,

adjacent ends & edges of panels of other forms together in accurate alignment.

If plywood shuttering is used, the thickness of plywood shall not be less than 20mm.The plywood will be secured tightly to runners/ rafters

so as to avoid bulging of concrete faces. The c/c distance of the runners/rafters shall not be more than 50Cm in each direction.

Reuse of forms etc: Forms required to be used more than once shall be maintained in serviceable conditions & shall be thoroughly cleaned &

smoothened before reuse. Where metal sheets are used for lining forms, the sheets shall be places & maintained in the forms with minimum

amount of wrinkles, lumps or their imperfections. All forms shall be checked for shape & strength before reuse.

Erection & removal of forms:

1. Before placing concrete, the surface of all forms shall be oiled with a suitable non-staining oil such as raw linseed oil so as to prevent

sticking of concrete & to facilitate the removal of forms.

2. The oil shall cover the forms fully & evenly without excess overdrip. Care shall be taken to prevent oil from getting on the surface of

the construction joints & on reinforcement bars. Special care shall be taken to oil thoroughly the form strips for narrow groves, so as to

prevent swellingof the forms & consequent damage to concrete prior to or during removal of forms. Immediately before concrete is placed,

care shall be taken to see that all forms are in proper alignment & the supports & fixtures are thoroughly secured & tightened

3. Where forms for continuous surface are placed in successive units, the forms shall fit tightly over the complete surface so as to


prevent leakage of mortar from the concrete & to maintain accurate alignment of the surface.

4. Forms shall be left in place until their removal is authorised & shall then be removed with care so as to avoid injury to concrete.

5. Removal of forms shall never start until the concrete is thoroughly set & hardened adequately to carry own weight besides the liveload which is likely to come on the work, during construction. The length of time for which the forms shall remain in place shall be decidedby the Engineer-in-charge with reference to weather conditions shape & position of the structure or structural member & nature & amount ofdead & live leads. In normal circumstances forms shall be struck after the expiry of the following period

a) Beams, sides walls, columns (unloaded): 24 Hrs.b) Slabs & arches (props left under): 4 daysc) Props to slabs & arches:10daysd) Beams soffits (props left under):8 dayse) Props to beams:21 daysf) Leads concrete (side):2 days

In no case shall forms be removed until there is assurance that removal can be accomplished without damaging the concrete surface. No

loads will be allowed to damage the concrete surface. Heavy load shall not be permitted until after the concrete has reached its designed

strength. The forms shall be removed with great caution & without warping the structure or throwing heavy forms upon the floor.


SPECIAL CONDITIONS

1) The work shall be carried out as per Standard Specification Books of B&C Department 1972 edition & relevant IS codes. Thespecification for materials, process & methodology of working shall be as stipulated in above books. The books are available at MIDCoffices which can be referred to before filling the tender.

2) The reference numbers of various item specifications mentioned under the "De- tailed Itemwise Specifications" are with respect to theStandard Specifications Book published by MIDC.

This MIDC's Standard Specification Book is available at MIDC office which can be referred by the contractor before filling the tender.

3) The specifications are intended to be mutually explanatory & complementary to describe & provide for a complete work & the decision ofEngineer-in-charge/ Superintending Engineer shall be final & binding on the contractor.




COMMON CONDITIONS & 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 withinthe spirit & meaning of the specification or unless such works are ordered in writing by the Engr-in-charge & are claimed for in thespecified manner before the commencement of work. The contractor shall at his own expense make all necessary provisions for housing,water supply, electricity & sanitary arrangements for his employees at site of works as required. He shall pay directly to the concernedauthorities all rates, taxes, royalties & other charges. He shall also comply with all requirements of health department of the concernedauthorities.

2. MATERIALS: Unless otherwise specifically provided for either in the item or in the specifications or in the Schedule 'A' for Supply ofMaterials by MIDC, all items in the tender are inclusive of costs of material required for the execution of the items. Materials not stipulatedto be supplied by MIDC, shall be brought by the contractor at his cost. The quality, type & make of materials used in the work shall be asper samples got previously approved from Engineer-in-charge, as mentioned in the detailed specification All rejected material shall beremoved by the contractor from site of work immediately failing which the same will be got removed by MIDC at his cost.

3. WORKS: The lining out of all works shall be marked by the contractor on site with permanent pillars as directed. The necessary levelswill be given by MIDC. The contractor must however, provide the necessary labour & material for making out the ground & keeping allreferences, levels & lining props sealed in cement concrete & execute the work in accordance with those levels for which he will beresponsible throughout the whole period of contract. The few bench mark pillars to be connected with MIDC benchmark shall beconstructed by the contractor at the site of work as directed for reference of various levels in connection with work. The line out if requiredto be carried out more than one time, the same shall be done by the contractor without extra cost.

4. CARTING: The contractor shall convey pipes, specials & other sundry materials required for the Execution of the work at his owncost.The contractor shall provide diversion to the affected existing road, if required, as directed by Engineer-in-charge at his own cost

5. GENERAL: The contractor shall be deemed to be thoroughly conversant with the local condition such as the availability of allconstruction materials, skilled & unskilled labour & to have based his rates accordingly for this work. He shall be deemed to have carefullystudied all the specifications & drawings & followed them before the submission of his tender.

6. In case of any discrepancy between the type of working drawings on one hand & the wording of the corresponding item & specificationsthereof as per the contract, the later will be deciding for the purpose of actual execution of items. However, the Exe. Engineer's decisionshould be obtained in the matter before hand. For a composite item, if any higher specification are to be adopted for any component as aresult than specified in the item & specification therefore, extra rate will be payable on approvaNo major deviation involving substantialextra outlay will be made without the prior approval of the Superintending Engineer.

7. Work progress register will be maintained by MIDC on site &/or in the Divisional office &/or Sub division under it. The contractor willsign all instruction issued by Exe. Engineer or his representative/ his superior officers & comply with them. For this purpose the contractoror his authorised representative shall attend the site or said office daily for receiving instructions.

8. i) Metered water supply will be made available to the contractor from MIDC pipeline if available & water consumed will be charged atthe prevailing industrial rate or near by industrial area or in that area subject to change as decided by MIDC from time to time. Theconnection, metering etc. shall be taken by the contractor at his cost. In case of water supply to CETP and CHWTSDF will be provided atdomestic rate applicable in that area during construction and operation period.

ii) For taking water supply connection separate agreement for water supply connection is necessary to be executed with MIDC and the termsand conditions of this agreement will prevail until water supply connection is in force.

9. It willbe the contractor's responsibility to inspect & investigate the work site thoroughly so as to arrive at the rates quoted in the tender.In


this regard necessary information available with MIDC Will be given to him without any guarantee about it's foolproofness.

10. Contractor has to clear road land width/plot which includes cutting trees less than 30 Cms. In girth with permission from concernedcompetent authority, cleaning brush wood, loose stones, vegetation, bushes, stumps & mole hills without any extra cost. The contractor shallprovide diversion to the affected existing road, if required as directed by Engineer-in-charge at his own cost.

11. The contractor shall engage an authorised all time person on this work capable of engaging & guiding the work & understanding allspecifications. He will take orders as willbe issued by the Exe.Engineer, or his authorised representative & shall be responsible for carryingthem out. The person shall not be changed without prior intimation to the Exe. Engineer & his representative on the work site.

12. The contractor will take all precautions during the execution of work so as not to cause any damage to any property/ adjacent properties& shall be responsible to make good any damaged property as directed by the Exe. Engineer till his satisfaction.

13. All installations such as electric cable, water pipeline, telephone lines, OFC, Sewer main manhole, natural drainage, gas/ fuile pipelines,CD works, strom water draines etc coming in the way shall be looked after carefully. The protections and support against any damages,which otherwise willhave to made good by contractor at his cost. In case any permission is required from Concerned authority for handlingthese lines, the contractor will co-ordinate with such authority. All safety precautions shall be taken from traffic flow point of view.

14. Contractor should specifically indicate the metal & murum quarries from which he proposes to bring the material for completing thework.

15. Where the proper measurement of work, it is necessary to have an initial set of levels taken,the same as recorded in the authorised fieldbook by the Exe. Engineer or his authorized representative & willbe signed by the contractor who willbe entitled to have a true copy of thesame on demand. Any failure on the part of the contractor to get such levels before starting the work will render him liable to accept thedecision of the Exe. Engineer as to the basis of taking measurements. Likewise the contractor will not cover any work which will render itssubsequent measurement difficult or impossible, without first getting the same jointly measured by himself & the authorised representativeof the Exe. Engineer. The record of such measurements on to Department's side willbe signed by the contractor & he willbe entitled to havea true copy of the same on demand.

16. All work before being finally taken over by MIDC will be entire liability of the contractor for guardingmaintaining & making good anydamage of any magnitude. Interim payments made for such work will not alter this position. The handing over by the contractor & takingover by the Exe. Engineer, or his authorised representative, will be always in writing, of which copies will go the Exe. Engineer, hisauthorised representative & the contractor. It is, however understood that before taking over such work, MIDC will not put it to its regularuse distinct from casual/incidental one.

17. Orders issued by the Superintending Engineer of MIDC by whatever designation he may be knownfrom time to time regarding theconduct of the work shall be binding on the contractor.

18. The tendered rates for supply of materials are for delivery of materials properly stacked in regular heaps or otherwise as directed forfacility of measurement before use. In case of road materials, the same shall be stacked by the road side as directed. Materials shall not betacked at places where they are likely to be damaged or lost. The contractor shall have no claim for any loss on this account. If such materialhas been paid for& is subsequently lost before use in the work, the contractor shall make good the loss.

19. No material shall be removed from the road land, except for excavation of gutters, or any other adjoining land unless permitted in writingsubject to such conditions as the Exe. Engineer may specifyThe contractor is liable for the damages/compensation arising out of disregard ofthis condition.

20. The orders of collection & utilisation of materials shall be decided by Exe.Engineer/his authorised representative so as to ensure orderlywork.

21. For the items so indicated, no materials shall be used without first having been measured by regular stacks. The whole of the quantity ofa particular material required for a sizable section of the work shall be first collected before it can be measured & used. The same materialshall either be collected separately or the collection shall not be started at all unless the material collected in the section under reference has


shall either be collected separately or the collection shall not be started at all unless the material collected in the section under reference hasbeen all used.

22. The contractor will have to construct a shed for storing controlled & valuable materials issued to him under Schedule 'A' of theagreement, at work site, having double locking arrangement.The material shall be taken for use in the 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 & other terms & conditions of the contract carefully before tendering & shall alsoinspect the site & get self acquainted with nature of work & local conditions regarding the availability of labour, material, source &sufficiency of water supply required for the execution of the work & site conditions, rivers, nallas, topography etc existing roads, means ofcommunication & access to site of work etc.

25. The contractor shall submit, within one month from the date of work order of MIDC, designs & drawings to the Exe.Engineer. Aftergetting the letter of approval of design from Exe.Engineer, the contractor shall at his own expense clear the site & take up theprovisional & final setting & carryout the work under the supervision of his responsible representative & shall provide necessary material,labour, tools, instruments etc required for the same. The line & setting out shall be done most accurately & it shall be the full responsibilityof the contractor for correctness of the position, level, dimensions, alignment etc of all parts of the work & if 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 theEngineer shall not in any way absolve the contractor of his own responsibility for the correctness thereof. The contractor shall protect &preserve all benchmark, site rails etc used for setting out of the work.

26. The contractor shall, if necessary, construct temporary roads & maintain these in proper condition till the completion of work at hisown cost. If necessary, he shall also at his own cost, make necessary arrangement for acquisition of land for construction of suchtemporary road or for any other purpose in connection with the execution of work.

27. The contractor shall comply with all proper & legal orders & direction of the local/public authority/ municipality & abide by their rules& regulations & pay all such fees & charges which he may be liable to. No reimbursement of such fees & charges will be made by MIDC.

28. The contractor shall inform the Engineer-in-charge in writing when any portion of the work is ready for inspection giving himsufficient notice to enable him to inspect the same without regarding the further r progress of work. The work shall not be considered tohave been completed inaccordance with terms of 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 thecontractor 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 & material used in the construction, the Engineer-in-chargemay order to the contractor to satisfy MIDC by carrying out suitable test of structure or part thereof. In the manner as prescribed in Clauseon Page 53 of the Indian Std. Code for practice for PCC & RCC for general building construction & as per Std.Spcf. of Deptt. As may beapproved by the Engineer-in- charge regarding the sufficiency wherever necessary at his own cost to the entire satisfaction of the Exe.Engineer

31. All the laboratory equipment 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,out break of fire & accidents. Nocompensation willbe allowed to the contractor for his plants/materials lost, damaged by way of the above cause or other causes which isin charge of the contractor.

33. Safety of materials & recoveries: The contractor shall use the materials supplied to him by the department at free of cost or as mentionedin the Schedule ‘A’ very properly & economically. The contractor shall be responsible for proper handling & safe custody of the materialsso issued to him. The materials remaining unused after the completion of the work shall be returned by the contractor at the Department. Thedepartment will accept only such materials as are in perfect conditions. If any of the materials issued to the contractor free of cost there of


department will accept only such materials as are in perfect conditions. If any of the materials issued to the contractor free of cost there ofshall be recovered from the contractor at double the rate at which it was purchased by the department, or the market rate prevailing at thetime whichever is higher. The contractor shall maintain a day to day account of materials issued to him by the department & shall produce itto the Engineer-in-charge when demanded.

34. Road Crossings: Any work at the road crossing shall be restricted only to half the width of the road, leaving the other half open fortraffic. Second half is taken up only after the first half is completed & made upto the original surface, serviceable with the permission ofEngineer-in-charge. All roads shall be reinstated by the contractor without any extra cost after proper consolidation, watering, cutting etc.Guarding barricading shall be provided by the contractor for 24 hrs. a day. The work of road crossing shall be planned well in advance &shall be carried out within the minimum possible time thereby causing least disturbance to traffic. No road sha ll remain excavated for morethan 24 hrs. Where the roads are very narrow such that traffic cannot be allowed in the second half when the work in first half is in progress,the contractor shall provide necessary diversions & maintain the same at his cost till such time as the work is in progress & the road isopened to traffic.

35. Interpretation: Singular & Plural 'Work' imparting the singular number shall include the plural number also & vice versa where thecontext requires.

36. Removal of Contractor's Employees: The contractor shall employ in & about the execution of the works only such persons as are careful,skilled, competent & experienced in their several trades & shall, on the direction of the Engineer-in-charge forthwith cease to employ in &about the execution of the works. Any person who in the opinion of the MIDC or En-Engineer-in-charge, misconduct himself, or isincompetent or negligent in the proper performance of his duties or whose continued employment is undesirable for any reason, suchpersons shall not be again employed upon the works without the written permission of the MIDC/Engineer-in-charge

37. Access to site of work: The provisions of clauses & conditions of this contract shall also apply to all premises, work shops, factories,plants, quarries & all other places from where materials, manufactured articles & machineries are being obtained or stored for the works.The MIDC/Engineer-in-charge or their representative & other subordinates shall be furnished with such information, assistance & facility bythe contractor as is required to make a complete & detailed investigation/inspection/supervision of the said goods.

38. Inspection of Works & Materials:

All materials & each part of details of the work shall be subject at all times, to inspection by the MIDC/Engineer-in-charge or theirrepresentative or other authorized subordinateswho shall be furnished with reasonable facilities & assistance by the contractor forascertaining whether or not the work as performed or the materials used are in accordance with the requirements & intent of the plans &specifications.

The contractor shall also inform the Engineer-in-charge in writing, when any portion is readyfor inspection giving him at least 24 hrs.advance intimation to enable him to inspect the same without regarding further progress of the work.

Any work done or materials used without supervision or inspection by the MIDC/Engineer-in-charge or is representative, is liable to beordered to be removed & replaced at the contractor's expense.

39. Testing of Materials & Works: All materials before being incorporated in the work shall be inspected. After satisfactory necessary testsas per prevalent standards shall be approved by the Engineer-in-charge. The testing shall be done in the Government approvedlab or anylaboratory approved by MIDC & the testing charges shall be borne by the contractor himself only.

Any work in which such materials are used prior to inspection & when necessary, testing & without approval or written permission of theEngineer-in-charge shall be considered as unauthorized, defective & not acceptable.

The testing of materials & works where necessary shall be carried out in accordance with the latest standards Methods of Bureau of IndianStandards Institution current on the date fixed for opening of the tender. If no such standard exists for a particular test, the standard methodas laid down by the British Standard Institution or by American Association of State Highway Officials or the American Society or othersuitable organization for testing of materials, will be used at the discretion of the Engineer-in-charge. He may also adopt any other suitable


method at his discretion.

The contractor shall furnish such facilities instruments, machinery, equipment, labour and material as the Engineer-in-charge may require forcollecting & forwarding sample or for ascertaining the quantity, quantity or weight of materials used and if so directed shall not make usedof or incorporate in the work of any materials represented by the said sample until the required test are made and the materials accepted.

The contractor shall establish a laboratory at site where routine testing of materials of concrete, asphalt etccan be done to the requirements asper work at his cost. The daily test report register should be maintained at site/ lab and shall be produced as and when required.

The cost of collection of sample including transportations as well as of the testing shall be borne by the contractor for the followings.

i) The collection & supply of the samples & carrying out of such tests is provided for or clearly intended in the contract, willbe carried outin the laboratories approved by the Engineer-in-charge.

ii) The collection & supply of the samples & the carrying out of such tests if not provided for or clearly intended in the contract but ontesting, the material is found defective & has to be rejected. The defective material should be removed from site within 24 hours & report ofthe same should be given to Engineer-in-charge.

40. Unauthorized & Defective Works: No work shall be done without lines, levels, grades, lengths & other dimensions having been givenor approved by the Engineer-in-charge or when authorized by him or by his representative or other authorized subordinates. Any work doneby the contractor prior to the approval of the contract, work done contrary to or regardless of the instructions of the Engineer-in-charge,work done beyond the lines shown on the plans or as given, or any extra work done without authority willbe considered as unauthorized &willnot be paid for under the provisions of this contract. Work so done shall be ordered to be removed or replace at the contractor's expense.All works & materials which do not conform to the requirements of the contract whether on account of poor workmanship, defectivematerials, unsuitable equipments & plans, carelessness or any other causes, shall be considered as defective.

The Engineer-in-charge shall have the power to order removal or replacement of all unauthorized/defective materials/works which in hisopinion should be removed or replaced all defects, be removed, replaced or corrected as may be directed by the Engineer-in-charge.

41. Night Work: Subject to any provisions to the contrary contained in the contract, no work shall be carried out between the hours of sun set& sunrise without the written permission of the Engineer-in-charge except when the work is unavoidable or absolutely necessary,for savinglife or property or for the safety of the work, in which case, the contractor shall immediately inform the Engineer-in-charge or hisrepresentative, provided always that the provision of this clause shall not be applicable in the case of any work which it is customary to carryout by double or rotary shifts in which case sufficient advance notice shall be given of the intention of work at night to the Engineer-in-charge. After making all requisite arrangements & managementof areas, materials & equipments,required under any emergency etc.Overtime to supervisory staff of the MIDC, in such cases shall have to be however borne by the contractor.

The contractor shall also carry on work between sunset & sunrise if so required by the Engineer-in-charge, subject to obtaining approval inwriting, for expediting the progress on the works or for any other reasons of technical safety.

Whenever any work is required to be carried out at night in the interest of structural safety or any other reason with express approval of theEngineer-in-charge or his representativeauthorized to supervise, adequate lighting & other arrangement shall be made in advance by thecontractor for proper execution & supervision of the such work. The contractor shall not be however entitled to any extra payments for nightwork. Before such work to be carried, the contractor should also inform to local Police Station in writing.

42. Explosive and inflammable Materials: The MIDC does not anticipate use of any explosive or any inflammable material on this work,however, in the event, explosive of inflammable materials are used for the execution of the works, the contractor shall at his own expense,obtain such license or license as may be required for storing and using explosives and or inflammable materials and locate, construct andmaintain magazines if such area is required for storage in accordance with relevant Government rules in force. Such magazine shall clearlymarked dangerous – explosive in the original language and devnagriand shall be in the care of competent watchman all the time. All theseshall be done under intimation and after getting concurrence Engineer-in-charge.

The contactor shall exercise utmost care while using explosives and or inflammable material not to endanger life or property and shall be


The contactor shall exercise utmost care while using explosives and or inflammable material not to endanger life or property and shall besolely responsible for any and all damages resulting from their storage and use, and shall indemnify absolutely MIDC and its office andemployees against any claim and liability arising out of any accident or any violation and or any law, rules, orders etc.

43. Care, Maintenance and repair of works:-

a) From the commencement until the time, the works are completed and finally accepted and handed over to the MIDC, the contractor shalltake full responsibility for care and maintenance thereof including care of all temporary works to the satisfaction of the Engineer-in-chargeand in case any damage the Deterioration loss or injury shall happen to the works or to any part there of or to any temporary work, fromstorms, fire, rains, accidents or any case whatsoever other than earthquake, volcanic eruption or other convulsionof nature or act of God,War, Invasion, act of foreign enemies, hostilities (whether war be declared or not) Civil war, rebellion, revolution, insurrection or military orinsured power, shall at his own cost maintain, repair and make good the same so that till the time of final acceptance, the works shall be ingood order and condition and in conformity in every respects with the requirements of the contract and the instructions of the Engineer-in-charge.

b) If the contractor fails to comply with the requirements mentioned in Sub Clause 1 above, the Engineer-in-charge will immediately askhim to comply with the same within prescribed period.In the event of contractor failing to comply with these instructions, the Engineer-in-charge will immediately proceed to take care of the same viz. maintain or repair as required at the cost of the contractor. The clauseregarding defect liability period is given separately.

44. Compliance of Laws: The contractor shall keep himself fully informed of all acts, laws of the Central & state Governments, all local byelaws, ordinances, rules & regulations & all orders & decrees of bodies/tribunals having any jurisdiction/authority which in any manner effectthose engaged or employed on the work or which in way effect the conduct of the works. He shall at all time observe & comply with all suchlaws, ordinances, rules, regulations, orders & decrees & shall give all notices & pay out of his own money, say fees or charges to which hemay be liable.

He shall protect & indemnify the MIDC & its officers & employees against any claim or liability arising from or based on the violation ofany such laws, ordinances, regulations orders, or decrees whether by himself or by his employees

45. Treasure Trove: In the event of the discovery by the contractor or his employees during the progress of the works of any treasure, coins,antiquities, fossils, minerals or other articles or things of value or interest, whether geological, archeological or any other such treasure orother things shall be deemed to be the absolute property of MIDC.

The contractor shall take all reasonable precautions to prevent his workmen or another persons from removing such things as above & shallimmediately upon discovery thereof & before removal, acquaint the Engineer-in-charge of such discovery &carry out his orders as to thedisposal of the same which will be at the contractors expense.

46. Patented Devices, Materials & Processes: Whenever the contractor desires to use any design, device, drawing information's, materials, orprocess covered by a patent of copyright,he shall procure the rights for such use by suitable legal agreement with the patentee or owner at hisown expenses & a copy of the agreement shall be filed with the Engineer-in-charge.

The contractor shall indemnify the MIDC from & against all claims, proceedings, damages, costs & expenses which may be brought ormade against the MIDC or to which they may be put by reason of the contract infringing or being held to have infringed any patent rights orcopyright in relation to any design, device drawing, materials or process at anytime during the prosecution or after the completion of thework & in the event of any injunction being obtained against the use of the same, the contractor shall replace the same with other materialsdesign, drawing, device, process etc. which do not infringe any such patent right or copy right, to the infringe any such patent right or copyright, to the satisfaction of the Engineer-in-charge.

47. Trespass: The contractor shall at all times be responsible for any damages due to trespass committed by his agents & work people incarrying out the work, unless authorized by the Engineer-in-charge in writing in which case,all repair work shall be done by the contractor at


his own cost to restore the original condition.

48. Indemnity: The MIDC shall on behalf of the contractor shall indemnify their officers, employees etc against all actions, suits, claims &demands of any character brought in respect of any matter or thing done or omitted to be done by the contractor in the excavation of or inconnection with the works of this contract & against any loss or damage to MIDC his workman/labourers in consequence, for any action orsuit being brought against the contractor for anything done or omitted to be done in the execution of the works of the contract orcompensation to be paid by contractor to his workman/labourers in consequence of accidents causing damage or loss of life of hisworkman/labourers etc. All such payments made by the MIDC shall be recovered from the contractor from his dues out standing, or remainsto be paid or that which becomes payable.

The MIDC shall not be liable to the contractor for damages or losses or delays resulting, from work by third parties or by injunction or otherrestraining orders obtained by third parties.

49. Police Protection: If police is asked for by the contractor for special protection of his camp of work, the MIDC may arrange for suchprotection so far as possible with the authorities concerned and full cost of such protection shall be debited to the contractor and recoverfrom his bills without any extra claim

50. Permits, Licenses, Priorities, Certificates etc: The contractor shall make his own arrangements at his own cost, if required.

a.To obtain permits, licenses, quota certificates, foreign exchange etc for any materials or items of work etc if required by him.

b.To obtain rail & other priorities for transport of his plant, tools equipments, stores, machinery materials, labour staff etc.

c.To arrange with civil supply authorities for release of controlled goods if so, for his labour & staff.

The MIDC will not undertake to arrange for these but will not undertake to arrange for these but will render reasonable help within itscompetence without accepting any responsibility for delay if any.

51. Field Book: Whichever payments is based on levels, all sets of levels such as initial, intermediate & final shall be taken & recorded bythe Engr-in-charge or his representative in the presence of Contractor or his authorised representative. Contractor shall attend the site forchecking these levels & signing in token of acceptance thereof. If Contractor fails to attend the site on the day or for any reason fails to signthe documents in which these levels are recorded,they shall be final & binding on the contractor

52. Levels shown on the drawings: Whichever payment is based on the levels, all sets of levels such as initial, intermediate & final shall betaken & recorded by the Engr-in-charge or his representative in the presence of contractor or his authorised representative.Advanceintimation of day & time when the levels would be taken will be given by MIDC to the contractor/ his authorised representative.Contractorshall attend the site for checking these levels & signing in token of acceptance thereof.If contractor fails to attend the site on the day or forany reason fails to sign the documents in which these levels are recorded, they shall be final & binding on the contractor

53. Sign Boards:Necessary sign boards, danger flags & lamps during night time to mark the closure of the road shall be provided by thecontractor at his cost.A chowkidar is essential to be appointed by the contractor to keep light & watch the materials lying on site,intactthrough the night. Contractor is responsible for the accidents if above care in not taken properly. He will have to pay compensation for thesame.


MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION(A Government of Maharashtra Undertaking)

INSURANCE OF WORK

The contractor shall take out necessary Insurance Policy/Policies immediately after issuing work order and produce acopy of same prior to payment of first RA bill so as to provide adequate insurance cover for execution of theawardedcontract work for total contract value & complete contract period including defect liability period asstipulated in thetenderpaper and upto the period for which the extension of time limit is granted from the "Directorateof Insurance,MaharashtraState, Mumbai" only. Its postal address for correspondence is "264, MHADA, 1st floor,Opp Kalanagar,Bandra (E), Mumbai-400 051". Tel.26438690 / 26438746 & Fax:26438461. Similarly, all workmenappointed to complete the contract work are required to be insured under Workmen's Compensation InsurancePolicy. Insurance Policy /Policies taken out from any other company will not be accepted. If any contractor haseffected insurance with any Insurance Company, the same will not be accepted.


BANK GUARANTEE (PROFORMA)

Security for Performance

(To be furnished on appropriate Stamp Paper)

In consideration of the Maharashtra Industrial Development Corporation (hereinafter called The MIDC) havingagreed to exempt M/s._______________________ Address ______________ ((hereinafter called The Contractor/s)from demand, under the terms and conditions of agreement dated ________ made between the Corporation ANDM/s. ____________ for the work of_______________________________________________________________________(hereafter called `The said Agreement') of Security Deposit for the due fulfillment by the said contractor/s of theterms and conditions contained in the said Agreement on production of a Bank Guarantee forRs._________________ (Rs._________________________Only). 1. We ____________________________ Ltd.(hereinafter referred to as ‘the Bank’ at the request of (name of the contractors) ____________________ do herebyundertake to pay the MIDC an amount not exceeding Rs.___________ only against any loss or damage causedexceeding Rs. ___________ against any loss or damage cause to or suffered or would be caused to or suffered by theMIDC reasons of any breach by the said contractor/s any of the terms and conditions contained in the saidAgreement. 2. We ________________ do hereby undertake to pay the amounts due and payable under thisguarantee without any demur, merely on the demand from the MIDC stating that the amount claimed is due by wayof loss or damage caused to or would be caused to or suffered by the MIDC by reason of breach by the saidcontractor/s of any of the terms and condition contained in the said agreement or by reason of the contractor/s failureto performs the said agreement. Any such demand made on the bank shall be conclusive as the regards the amountdue and payable by the Bank under this agreement. However, our liability under this guarantee shall be restricted toan amount not exceeding Rs.__________ (Rupees _________________________________ only) 3. We undertaketo pay to the Corporation the amount not exceeding Rs._________________ (Rs.__________________ only)notwithstanding any dispute or disputes raised by the Contractor/s or suppliers (s) in any suit or proceeding pendingbefore any court of tribunal relating thereto or liability under this present absolute and unequivocal. 4. We______________________ further agree that the guarantee herein contained shall remain in full force and affectduring the period that would be taken for the performance of the said agreements and that it shall continue to beenforceable till all the dues of the MIDC under or by virtue of the said Agreement have been fully paid and its claimssatisfied or discharged till (date) _________ or office of The Executive Engineer(Office/Department) of______________MIDC certified that terms & conditions of said agreement have been fully and properly carried outby the said contractor and accordingly discharges this guarantee. Unless the demand or the claim under thisguarantee is made on us in writing on or before (date) ____________. We shall be discharged from all liability underthis Guarantee thereafter. 5. We ____________________further agree with the MIDC that the MIDC shall havefullest liberty without our consent and without affecting in any manner out obligations hereunder to vary any of theterms & conditions of said agreement or to extend time of performance by the said contractor from time to time or topostpone for any time or from time to time any of the powers, exercisable by the MIDC against said Contractor & toforebear or enforce any of the terms and conditions relating to said agreement & we shall not be relieved from ourliability by reason or any such variation or extension being granted to the said contractor or for any forbearance actor omission on the part of the MIDC or any indulgence by the MIDC to the said contractor or by any such matter orthing whatsoever which under the law relating to sureties would but for this provision, have effect of so relieving us6. This guarantee will not be discharged due to the change in the constitution of the Bank or the contractor(s)/


6. This guarantee will not be discharged due to the change in the constitution of the Bank or the contractor(s)/supplier (s).

We ___________________ lastly undertake not to revoke this guarantee during its currency except with previousconsent of the MIDCin writing.




MOBILISATION ADVANCE CLAUSE

The tenderers are hereby informed that MIDC would consider grant of mobilisation advance, for the purpose of

speeding up the works in the interest of MIDC on following stipulations.

1. The advance will not exceed 5% of the tendered cost (i.e. cost after taking into consideration thepercentage quoted by the tenderer).

2. The advance will be granted in case of those work where the tender cost exceeds Rs.100 lakhs.3. The duration of contract should exceed 12 calendar months.4. The rate of interest will be the Bank term loan rate that will be prevailing as on the date of receipt of

tender. However, it shall not be less than 17 % in any case.5. The recovery of such advances will start from the 3rd RA Bill irrespective of bills against any agreement

or the 3rd month whichever is earlier and it will be recovered in 5 equal installments along with interest,subject to the condition that full recovery of advance should be made on or before 75% of the value ofwork is completed.

6. The cases where the tender cost exceeds Rs.100 lakhs and the duration of contract does not exceeds theperiod of 12 months the mobilization advance shall be sanctioned on the merits of the each case and shallbe solely at the discretion of the CEO, MIDC.

7. Advance shall be granted only against a valid Bank Guarantee from any Nationalized Bank or ScheduledBank in the form prescribed by MIDC for granting of advance.

8. The contractors should note that if they intend to take advantage of this particular concession, they shouldmake a mention of the same in the forwarding letter of the tender and they should also specifically statethat the rates quoted by them are only after consideration of the Mobilisation Advance as pointed outabove. They should also quote the percentage/rates if the Mobilisation Advance asked by them is notgranted.


SCOPE OF WORK

Name Of Work :- TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with 1.5 m heightChain Link Fencing and M. S. Entrance Gate for vacant MIDC land at Chinchpada and Yadav Nagar and ProvidingWatch and Ward Arrangement round the clock throughout the year. (IVth Call)

MIDC has developed TTC Industrial Area over 2333.27 Hects. of land along Thane Belapur Road . The industrial areacomprises of ‘A’’, ‘C’, ‘D’, ‘R’, ‘EL’, & ‘K’ Blocks. There is un-allotted land at Chinchpada in ‘K’ block which isencroached by slum dwellers & illegal scrap merchants / shops. The encroachment of this land was removed byMIDC in the past several times. However it is again grown up. The land is encroachment prone & proposed to beprotected.

It is decided by MIDC to construct the protective UCR masonry compoundwall having 0.85 m height above averageground level with chain link fencing of 1.50 m height above it & MS gates for entrances as shown in the planenclosed with drawings to protect the land. The total length of compound wall to be constructed is about 1720 m.Three Nos. of MS gates having size of 5.50 m x 1.50 m are also to be provided & fixed at three different locationseach for one plot. The work also includes providing watch & ward arrangement comprising of 5 Nos. of securityguards, 1 No. of security supervisor & 2 Nos. of gunmen each in 3 shifts for a period of one year i. e. duringstipulated time period for execution of work or till the land is handed over to the prospective buyers, forsafeguarding entire plot land from encroachment after allotment of plot whichever is earlier or as per directions ofEngineer- in – charge.


GENERAL SPECIFICATIONS

1. Site of work is at Chinchpada, Airoli in TTC Indl. Area, Navi Mumbai.

2. Alignment & Benchmarks: The alignment of work to be carried out under the contract shall be marked on the ground as per drawings &as per instructions of Engineer-in-charge. All cost involved in the process of marking the alignment on the ground, checking the layout,constructing the masonry pillars & establishing bench marks shall be borne by the contractor. It willbe the responsibility of the contractor topreserve the masonry pillars so constructed from damages in any way during the period the work is in progress. It is to be constructed atleast5m away from the edge of excavation.

3. Materials: Unless otherwise provided in the contract all the materials required for the work are to be provided by the contractor. All thematerials to be used in the work shall be of the best quality & must be got approved before they are used in the work. All these materialsshall also conform to itemwise specifications attached separately. All materials which are rejected shall be forthwith removed from the site.

4. Labour Rates & Labour Payments: All the acts & rules regarding payment & other conditions of employing labour on the work shall bebinding on the contractors. The provisions of Workmen's Compensation Act are also binding on the contractor who shall be responsible formaking all payments due under the Act in case of accident.

5. Damages to Public Property: The contractor is expected to carry out the works in such a manner as not to cause any damage to publicproperty. In case any damage occur to public property on account of negligence or otherwise by the contractor, he shall be fully responsiblefor making good the damages so caused by him entirely at his cost.

6. Safety of materials & recoveries: The contractor shall use the materials supplied to him by MIDC at free of cost very properly &economically. The contractor shall be responsible for proper handling & safe custody of the materials so issued to him. The materialsremaining unused after the completion of the work shall be returned by the contractor to MIDC. MIDC willaccept only such materials as arein perfect conditions. If any of the materials issued to the contractor is found short or damaged, cost thereof shall be recovered from thecontractor at double the rate at which it was purchased by MIDC or the market rate prevailing at the time whichever is higher. Thecontractor shall maintain a day to day account of materials issued to him by MIDC & shall produce it to the Engineer-in-charge whendemanded.

7. Water Supply: The contractor willmake his own arrangements for water required for constructing purpose. However, if possible, requiredquantity of water for the purpose of construction & 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 W/S Rules & Regulations & all cost of materials & labours for providing &laying the lines & providing adequate storages etc. are to be borne by the Contractor. W/S willbe made available if possible at the prevailingrate of MIDC subject to any change in the water rate in future, shall be binding on the contractor & these charges shall be paid monthly bycontractor.

8. Supervisory Staff: The contractor shall engage on the work a qualified & experienced supervisor capable of managing & guiding the workproperly. This supervisor shall be authorised by the contractor in writing to receive orders issued by Engineer-in-charge from time to time.The contractor shall be responsible for carrying out these orders promptly.

9. Work order book: MIDC will maintain work order book at site of work. The contractor/his authorised representative shall sign all theinstructions received therein, in token of having received the same & shall comply with them forthwith.

10. Cleaning the Site: The contractor shall clear the site of work before starting work & after completing it. The work of clearing the siteincludes cutting of trees, shrubs, bushes, grass, removing constructions such as stacks of various materials underground pipes etc & alsorearranging the same as directed by the Engineer-in-charge. The cost of cleaning the site as explained above stands included in the unit ratesfor various items of work & MIDC shall not make any extra payment whatsoever on that account. All the materials obtained in clearing thesite shall be the property of MIDC.

11. Progress of Work: The contractor shall carry out the work according to the program given by MIDC from time to time. He will also not


be allowed to work in a scattered manner.

12. Excavated Stuff: All the materials obtained during the process of excavation shall remain the property of MIDC & shall be disposed offas instructed by Engineer-in-charge. The contractor is supposed to use these materials, for pipe laying, providing embankment over sewerlines where required filling the trenches & also filling low lying area & disposing of the same within a periphery of 2Km range. Alloperations including loading, unloading, transportation of materials where required with leads & lifts & handling them etc. are includedwithin the unit rate of items & no extra payment whatsoever shall be made to the contractor on that account.

13. Accidents: Should any accident, fatal or otherwise occur, a detailed report about the same shall be made promptly by the contractor toEngineer-in-charge, Police authorities & relatives of the persons who met with the accident & all cost involved therein shall be borne by theContractors.

14. Field Book: Whichever payments is based on levels, all sets of levels such as initial, intermediate & final shall be taken & recorded bythe Engineer-in-charge or his representative in the presence of Contractor or his authorised representative. Contractor shall attend the site forchecking these levels & signing in token of acceptance thereof. If Contractor fails to attend the site on the day or for any reason fails to signthe documents in which these levels are recorded, they shall be final & binding on the contractor.

15. Levels shown on the drawings: Whichever payment is based on the levels, all sets of levels such as initial, intermediate & final shall betaken & recorded by the Engineer-in-charge or his representative in the presence of contractor or his authorised representative. Advanceintimation of day & time when the levels would be taken will be given by MIDC to the contractor or his authorised representative.Contractor shall attend the site for checking these levels & signing in token of acceptance thereof. If contractor fails to attend the site on theday or for any reason fails to sign the documents in which these levels are recorded, they shall be final & binding on the contractor.

16. Departmental Rubble: Departmental rubble obtained from the excavation will be issued to the contractor at the rate of Rs.550/CuM ifavailable. Necessary loading, unloading & transportation to site is to be arranged by the contractor for which no extra payment willbe made.The rubble issued will be measured in stack without deduction of voids.

17. Housing arrangement: The contractor shall have to make temporary housing & public health arrangement for his staff as provided inContract Labour (Regulation & Abolition Act,1970)

18. Electric connections & telephone lines: All installations such as electric cables, telephone wire, water lines, sewer lines, manholes,natural drainage, CD work, storm water drain, etc coming in the way shall be protected from damages by taking proper & adequateprecautions. Otherwise damages will have to be made good by contractor at his own cost.

19. Road Crossings: Any work at the road crossing shall be restricted only to half the width of the road, leaving the other half open fortraffic. Work on second half shall be taken up only after the work on first half is completed & made upto the original surface, serviceablewith the permission of Engineer-in-charge. All roads shall be reinstated by the contractor without any extra cost after proper consolidation,watering, cutting etc. Guarding barricading shall be provided by the contractor for 24 hrs. a day.

20. Sign Boards: Necessary sign boards, danger flags & lamps during night time to mark the closure of the road shall be provided by thecontractor at his cost. A chowkidar is essential to be appointed by the contractor to keep light & watch the materials lying on site, intactthrough the night. Contractor is responsible for the accidents if above care in not taken properly. He will have to pay compensation for thesame.

21. The contractor should make diversions if necessary at his own cost during the process of execution of work. Normally, unlessspecifically permitted for any particular length, the contractor willnot close the traffic totally on the road & should do work in half strip at atime wherever necessary. Providing all traffic regulations, diversions, barricading, signals, traffic guards, caution boards, red lights at nightetc for smooth & safe movement of vehicles & persons during execution will be contractor's full responsibility.

22. Strength of labour: The contractor shall submit weekly report to the Deputy Engineer, regarding strength of labour both skilled &unskilled employed by him on the work in the proforma as prescribed by the Engineer from time to time as the special type of workdemands.


Executive EngineerContractor

SPECIFICATION FOR CEMENT CONCRETE

1. Scope of work:The work covered by this item shall consist of

a) Furnishing all materials, equipment & labour for manufacture, transport, placing & curing of concrete & conforming all the functionsnecessary & ancillary thereto including finishing the concrete to the required shape as per drawing.

b) Installation of all embedded metal work & piping (supplied free of cost by Corporation). No extra payment will be made for theinstallation of this embedded metal work & piping or for delays, interruption arising therefrom.

c) Providing & removal of all form work comprising; furnishing all materials, equipments & labour for the manufacture, transport,erecting & keeping in place with necessary fixtures & supports, oiling complete.

2. The following specifications will apply in general to all types of concrete work including RCC work.

3. Cement: Cement to be used in the work shall conform to the latest IS Specifications for Sulphate Resistant cement.

4. Sand:

4a. Source & Sizes: Sand used for the work shall be of natural rivers & with such characteristics that should be necessary to satisfy thespecifications. The maximum size of the sand upto 5mm.

4b. Quality: The sand shall consist of hard dense, durable siliceous gritty materials obtained from rock fragment.

** It shall be free from injurious amounts of dust, lumps & flaky particles, shale, alkali, organic matter, lime, mica & otherdeleterious substances. The maximum individual percentage of deleterious substances as delivered for use shall not exceed the following:

Material Percentage by

Material passing No.200 Sieve MS (or No.8 average opening)

0-0029" 4%

Shale 1%

Coal 1%

Clay lumps 1%

Total of other deleterious substances such as alkali,mica coated grains, soft & flaky particles

2%

4c. Natural Sand: The natural sand shall be well graded & the sieve analysis of the sand shall conform to the following limits of


gradations :

ASTMsieve No., Equivalant ISS No., mjnghhm

ASTM sieve No. Equivalent ISS No Cumulative % by wgt retained in Sieve

3/8" 3/8" NIL

4 480 0 to 8

8 240 10 to 30

15 120 50 to 65

30 60 65 to 90

50 30 90 to 95

100 15 95 to 100

The gradation curve of the natural sand will be within the developing curve of gradation for natural sand.

4d. Fineness Modulus:


a) The fineness modulus shall be computed by adding cumulative percentages of sand retained on the six ASTM Standard Sieve fromNo.4 to 100 (inclusive of 480, 240, 120, 60, 30 & 15 Sieve of the ISS) dividing the sum by 100. Any deviation from specified range ofgradation modulus shall not be permitted without the written permission of Executive Engineer.

b) Natural Sand: Natural sand shall have a fineness modulus ranging from 3.3 to 3.9 without any admixture.

5. Coarse Aggregate:

5a. Coarse aggregate for concrete shall consist of hard dense durable uncoated crushed stones or gravel & shall be free from injuriousamounts of soft, flacky, thin, elongated or laminated pieces, alkaline, organic matter or other deleterious substances, flaky & weatheredstones shall not be used.

5b. Impurities: The broken stone/gravel shall be free from dust & dirt & shall be washed if necessary to ensure that all faces of the stonesare perfectly clean. The maximum individual percentage by weight of deleterious matter in any size of coarse aggregate shall not exceed thefollowing values:

Materials passing through No.100 Percentage

Shale One

Coal One

Soft fragments One

Clay lumps One Fourth

Other deleterious One

The sum of the percentages by weight of all deleterious substance in any size shall not exceed five.

5c. Grading:

a) The approximate range in grading of coarse aggregate shall be as under:


Maximum

size of

aggregate

Nominal

Range

(mm)

Percentage Coarse

75-150mm 40-75mm 20-40mm 15-20mm 10-15mm 5-10mm

20mm 10-20 - - - 100 65-67 33-45

40mm 20-40 - - 40 to 50 50 to 60 28 to 10 18 to 30

75mm 40-75 - 20 to 36 16 to 36 35 to 44 10 to 30 13 to 29

150mm 75-150 15 to 31 23 to 27 22 to 27 22 to 26 13 to 21 9 to 15

b) The grading between the limits specified above shall be such that it shall be produced in dense concrete of the specified proportions &consistency that will work readily into position without segregation & without an excessive water content

c) An admixture for concrete supplied by Corporation free of cost at the Departmental Stores, shall be transported, handled & mixed bythe contractor at no extra cost. Any such variation in the mix is not covered by the mix variation clause in this section.

d) Water used in concrete shall be clean & free from objectionable quantities of silt, organic matter, alkali, salt & other impuritieswhich are likely to be injurious. The turbidity of water for mixing shall not be more than 2 parts/million & shall preferably be lower.

6. Grading & Relative proportion: The grading of sand & coarse aggregate is liable to be modified beyond the limits specified above insaid local conditions in order to obtain required strength & workability. The grading as well as relative proportion of sand & coarseaggregate are liable to be changed at the discretion of the Engineer-in-charge, in order to produce dense concrete of required strength which


can be worked readily into position without segregation. In a given ratio of cement & total aggregate of fine & coarse aggregate nocompensation is payable for adjustment relative proportion & grading of aggregate.

7. Mixing: The ingredients of concrete shall be batched by volume as per the normal mix proportions & properly mixed in mixersdesigned so as to positively ensure uniform distributions of all the component materials throughout the mass, at the end of the mixing period.The mixing of each batch shall continue for about 1.5 to 2 minutes depending upon the revolution per minute & capacity of the mixer &experience of the materials, except for the full amount of water in the mixer. The minimum mixing period specified above assuming propercontrol of the speed of rotation of mixer & the mix of the materials, including water, the mixing time shall be increased at the discretion ofthe Engineer-in-charge when charging operation fails to produce concrete of the required uniformity of composition & consistency withinthe batch & from batch to batch. Contractor shall not be entitled for any extra payment for such increase in mixing time. Excessive mixingrequiring the addition of the water to preserve the required concrete consistency shall be avoided. If the mixing & charging operations aresuch that the required uniformity of the concrete is obtained in shorter time when the minimum specified time without sacrifice of requiredworkability the mixing time may be shortened with the order of the Engineer-in-charge. Mixing shall be done by power driven mechanicalmeans only.

** Materials corresponding to 1 bag mix/half bag mix (depending upon the mixer capacity) shall be placed in the sequence of metal,cement,sand; water is added to the material in drum.

8. Test of Cement Concrete:

8a. Stipulated crushing strength: The crushing strength in Kg/SqCm of cubes at 28 days for each nominal mix shall be as under:

Nominal mix Stipulated crushing strength

M-75 75 Kg/SqCm

M-100 100 Kg/SqCm

M-150 150 Kg/SqCm

M-200 200 Kg/SqCm

M-225 225 Kg/SqCm

M-250 250 Kg/SqCm


Nominal mix Stipulated crushing strength

M-75 75 Kg/SqCm

M-100 100 Kg/SqCm

M-150 150 Kg/SqCm

M-200 200 Kg/SqCm

M-225 225 Kg/SqCm

M-250 250 Kg/SqCm

8b. Preliminary Laboratory Tests: Preliminary test of cubes should be carried in the Laboratory well in advance of commencement of work.The test should indicate an adequate margin over the minimum strength specified in para "Stipulated Crushing Strength".

8c. Work test of Concrete: Test for crushing strength shall be made on Std cubes as per the relevant IS Specifications. For works testssamples shall be taken on the job as & when directed. For work test, samples shall be taken once for every 30 CuM of each type of concretelaid & atleast 3 times/day. Sample for the works test is defined as a set of 3 cubes. The material required for the sample of concrete cement& coarse aggregate shall be supplied by the contractor free of cost & collection of samples, casting, curing & testing shall be carried out bythe department at contractor's cost.

8d. Standard of Acceptance: The average of the crushing strength of the 3 work test cubes at 28 days shall be taken as the compressivestrength of the concrete provided that the individual compressive strengths of the cubes are within 15% of the average crushing strength. Incase, the variation is more than 15%, the result will be discarded & the results of the tests of the period shall be adopted for arriving at thecompressive strength of the test cube.

** No set of work test cubes shall have at 28 days, a crushing strength below 80% of the stipulated crushing strength.

** For every set of work test cubes which give a 28 days crushing strength less than 80% of the stipulated crushing strength, volume of30 days of concrete shall be paid at such reduced rates as may be decided by the Engr-in-charge.

** In addition to the 28 days strength test, the Engr-in-charge may at his discretion make 7 days strength test &/or 3 days (acceleratedcuring) strength tests to fix up the relation between such strength & 28 days strength after studying the actual values realised. If at any timethe test indicates that the strength may not be achieved as specified, the Engineer-in-charge shall have authority to suspend the work oflaying concrete until the reason for low strength has been investigated & corrected. The contractor shall comply such suspension until thereasons for the variation are investigated & corrected. Such suspension shall not be accepted as a cause for any claim.

** Engineer-in-charge may at his discretion also order suspension of work, if variation in the strength of individual work test cubes fromthe average set is excessive. The contractor shall comply with such suspension until the reasons for the variation are investigated &corrected. Such suspension shall not be accepted as cause for any claim.

8e. Slump Test: In order to test the consistency of the mixed concrete, slump tests shall have to be made by the contractor when & whererequired by Engr-in-charge as per the IS Specifications. The allowable slump shall be decided by the Engr-in-charge, depending upon thelocation of the concrete.

9. Placing Concrete :

9a. Concrete shall be placed only in locations where authorised. Concrete/mortar shall not be placed until form work, installations ofembedded parts, preparation of surfaces & necessary clean up has been done & approved.


9b. Rock surface upon or against which concrete is to be placed shall be prepared as directed by Engineer-in-charge.

9c. Before laying of concrete the surface of the concrete in day to day work shall be cleaned by a wire brush & jets of water so that thesurface is thoroughly cleaned & wetted but pools of water are avoided. The old concrete surface shall be coated/covered with a layer ofCM.1:3. The unit rate of concrete (old) shall cover the cost of all such preparation & also of the cost of cement mortar. The concreteremoved for roughening shall not be paid for.

9d. Time of Use: All concrete shall be placed in its final position within 30 minutes of mixing. Any concrete which has become so stiffthat proper placing cannot be assured without retempering, shall be wasted & shall not be paid for. All surfaces of forms & metal workincluding reinforcement bars that have been encased with dry mortar/grout from concrete previously placed shall be cleaned of all suchmortar/grout before surroundings/adjacent concrete is placed.

9e. Method of Placement: Before starting placement of concrete, it should be made certain that the transporting & placing position areclean & proper. It is required that the equipment along with the operating staff is arranged to deliver the concrete in the final positionswithout undue delays & objectionable segregation. The methods & the equipment used for transport & placing of concrete shall be such aswill permit the delivery to the concrete of the required consistency & workability. Excessive segregation from whatever cause shall beprevented in handling & placing concrete by avoiding or controlling all delay causing movements of the concrete as dumping at an angle ordepositing continuously at one point & allowing the concrete to flow. Concrete shall not be dropped from excessive heights & the free fallshould be kept to minimum. Concrete shall be deposited in continuous horizontal layers in a thickness of approximately 30 Cm in normalwork to 45 Cm for mass concrete. Except that nothing herein shall be considered to permit placement of the additional horizontal layers ofmass concrete before the entire area to be concreted is covered by previous layers.

9f. Rate of Placing: Concrete should be continuously placed without avoidable interruption until the structure or section is completed oruntil satisfactory construction of joints can be made. Location of construction joints shall be as directed by Engineer-in-charge. Concreteshall not be placed faster that the placing crew can compact it properly. In placing thin members & columns precautions shall be takenagainst the rapid placement which may result in movement or failure of the forms due to excessive lateral pressure.

9g. Concreting during Rains: When concreting is required to be done or continued while it is raining, it shall be seen that the concrete isnot damaged due to rain while it is being transported & placed. After placing the green concrete, it shall be adequately covered for a periodof 24 hours when it will be capable of being cured by splash of waters. The surface of fresh concrete should be maintained on a slopesufficient to result in the self drainage of the rain water. The work shall however then be discontinued when the rains are so severe that watercollects in the pools, wetting the surface of the fresh concrete & it is not possible to provide adequate shelter.

9h. Concreting in Night time: If the concrete is to be placed at night time prior permission should be obtained & adequate lightingarrangements shall be made as directed by the Engineer-in-charge.

10. Compacting: All concrete shall be vibrated by mechanical vibrators of approved type so as to ensure dense concrete. Hand tamping& roding shall not be used for compaction of concrete except in special circumstances with the express permission of the Engineer-in-charge. When impression type vibrator are used, they shall be used vertically & at about 5 Cm apart.

** The vibrators should be inserted to the full depth of the newly laid concrete layer. The vibrator shall however not revibrate a concretewhich has commenced its final set. Special care shall be taken to see that the vibrator touching the reinforcement/ embedded parts does notdisturb the concrete below which has commenced its final set. The concrete shall not be vibrated excessively so as to cause segregation

11. Curing & protection: All concrete shall be protected against damage until final acceptance. Exposed finished surface of concreteshall be protected from the direct rays of sun for atleast 72 hrs after placement. Concrete shall be kept continuously moist for not less than 21days. Construction joints shall be cured in the dame way as other concrete & shall also be kept moist for atleast 72 hrs. prior to the placing ofaddl. concrete upon the joints. Approx. horizontal surface shall be cured by sprinkling, ponding or covering by damp sand or quilting is usedfor curing. It shall be removed completely later. Should the concrete perish, that is become dry through neglect of watering such work shallbe demolished & rebuilt at no extra cost.

12. Dry Patching: Dry patching mortar shall consist of 1 part of cement to 2 parts of sand by volume and just enough water so that the


mortar will stick together on being moulded into a ball by slight pressure of the hands and will not exclude water when pressed but willleave the hands damp. The mortar shall be placed in layers of not more than 28 Cm thickness. After being compacted each layer shall beroughened by being scratched to provide an effective bond with the succeeding layers. The last or finishing layer shall be smooth to form asurface continuous with the surrounding concrete. All patches shall be blended through to the surface of the chain opening and shall besound and free from shrinkage cracks.

13. Finishing:

13a.(i) Finishing permanently exposed surfaces: Except otherwise specified or directed, all permanently exposed surfaces & other surfacesrequiring durability under water (except the outlet) shall be finished in the following manner. Immediately upon the removal of the forms,thesurface shall be wetted & all surface pits & air bubbles filled by rubbing mortar composed of cement & fine sand in proportion 1:2 into thepits with burlaps as to secure a uniformly dense & smooth face. The rubbing shall be performed with out undue delay. If the surface of thepits become coated with dirt or other contaminating materials, they shall be thoroughly cleaned & washed & shall be maintained in a moistcondition. Until mortar filling is placed, such cleanings shall be satisfactory done by means of air/water jets, chipping or brushing or othersatisfactory means without damaging the surrounding concrete. All operations in connection with the filling of surface pits shall be handledas quickly as practicable to minimise the period during which the mortar & concrete filling exposed to drying. When treatment of somecolour & texture as the adjoining concrete.

ii) Finishing of concrete surface: The maximum allowable deviation for concrete surface shall be as listed below:

Type of irregularity Allowable in mm.

Gradual 12mm

Abrupt 6mm

** Abrupt irregularities are defined as offsets & fine caused by displaced/misplaced from sheetings, lining or from sections by looseknots in forms of otherwise defective form timber. All other irregularities (except depressions) are termed as gradual irregularities. Gradualirregularities shall be measured with a 1.5m long straight edge for plane surface or its equivalent. For curve surface, grinding with stoneshall be done as required to bring the irregularities within the specified limits as above.

13b. Finishing concealed surface: For exterior concealed surface below grounds/backfill/like surfaces not otherwise specified, no finish isnecessary. Except in case of sand, trees, gravel, pocket, honeycomb or other imperfections which will adversely affect strength, watertightness or resistance to corrosion of reinforcing steel shall be corrected, repaired as prescribed for formed surface.

13c. Finishing unformed surface: Unformed surfaces shall be finished by one/more operations of screening, floating & troweling.Working on the surfaces should be done at proper time, employing experienced men & should be just sufficient to produce the desiredfinish. Screening which gives the surface its approximate state by striking off surplus concrete immediately after compaction shall beaccomplished by moving straight edges of template with a sawing motion across wood or metal strips that have been established as guides.Where the surface is curved a special screen should be brought true to form & grade by working it sparingly with a wooden float. If a coursetextured finish is desired or if the surface is to be steel troweled a second/finish floating should be performed after some stiffening occurs &the surface moisture film or shine has disappeared. If a smooth dense finish is desired floating shall be followed by steel troweling sometime after moisture films & shine has disappeared from the exposed surface & when the concrete has hardened sufficiently to prevent finematerial from being worked out on the surface. Excessive troweling particularly at an early time shall be avoided.

Mode of Measurement & Payment: Payment shall be on the net quantity of concrete after deducting quantities for openings & other class ofwork. No deduction shall be made for anchor bars, reinforcement, grout holes & bore holes not exceeding 40mm in dia. Rate shall besubjected to reduction as per paragraph "Standard of Acceptance" given above.


Description orspecificationsofmaterialto besupplied

Total

quantities

of

each

to

be

supplied

Place

at

which

to

be

delivered

Quantitiestobedeliveredateachplace

Datebywhichdeliveryatallplacesmustbecompleted

Rate atwhicharticlestobesupplied(inRs.)

Unit

Total cost of each article inclusive of every demand

( in Rs. )

Remarks

In fig. In

words

AS PER SEPARATE SCHEDULE ‘B’ ATTACHED


Description orspecificationsofmaterialto besupplied

Total

quantities

of

each

to

be

supplied

Place

at

which

to

be

delivered

Quantitiestobedeliveredateachplace

Datebywhichdeliveryatallplacesmustbecompleted

Rateatwhicharticlestobesupplied(inRs.)

Unit

Total cost of each article inclusive of every demand

( in Rs. )

Remarks

In fig. In

words

AS PER SEPARATE SCHEDULE ‘B’ ATTACHED


GENERAL CONDITIONS

1. The contractor shall engage an authorised full time experienced person on this work capable of engaging & guiding the work &understanding the specifications. He will take orders as will be given by the Exe. Engr. or his representative & shall be responsible forcarrying them out.This person shall not be changed without prior intimation to the Exe. Engr.& his representative on the work site.

2. The contractor shall provide site office of atleast 20 SqM with furniture, drinking water pot, cupboards, blackboard & display board fordrawing with locking arrangement. It should be furnished with 1 table, 6 chairs & 1 cupboard for the use of MIDC officials & contractor'sstaff. He shall also provide a pucca cement godown for storing not less than 200 bags as per the direction of Engineer-in-charge with doublelocking arrangement. After completion of work, the contractor must demolish the same with the permission of the Engineer-in-charge &clear the site as directed. No extra payment on this account will be made.

3. If in the opinion of Engineer-in-charge, any building material brought by the contractor is defective, improper, unsuitable or not as perspecifications, the same shall be removed within 24 hours from the receipt of written instructions from the Engineer-in-charge, otherwise thesame will be disposed off by Department at risk & cost of contractor & no claims will be entertained on this ground.


ADDITIONAL CONTRACT CONDITIONS

1. If in the opinion of Engineer-in-charge, any material brought by the contractor is defective, improper, unsuitable or not as perspecifications, the same shall be removed within 24 hours from the receipt of written instructions from the Engineer-in-charge, otherwise thesame will be disposed off by Department at risk & cost of contractor & no claims will be entertained on this ground.

2. The stacks of materials measured shall be simultaneously marked by the contractor by white lines as directed by the Executive Engr. orhis representative.

3. The contractor shall take into account while tendering that the road is kept open for traffic during execution. If any extra expenditure isinvolved in this regard, the same shall be borne by him without extra claim. The contractor shall be fully responsible for accidents,disruption of traffic etc. during the period of contract.

4. All materials & methods of preparation & construction shall conform to the requirements hereinafter detailed. The finished road surfaceshall conform in all respects with lines, grade, dimensions & cross sections as per requirements. The contractor shall make at his cost all thearrangement for all controlling the traffic during the execution of the works. All arrangements such as proper barricading of road, red &green flags during the day & red lights at nights shall be provided by the contractor to control & safeguard the traffic. The contractor shallhave to carry out work without stopping the traffic & without any extra cost.

5. Contractor using explosive materials for excavation in the work, for quarrying the material or for any other purpose connected with thiswork, the contractor will be deemed to have proper license for using such material issued by competent authority & all responsibility forfollowing Rules will rest with contractor only.

6. The contractor shall be deemed to be thoroughly conversant with the local condition such as the availability of all construction materials,skilled & unskilled labour & to have based his rates accordingly for this work. He shall be deemed to have carefully studied & understoodall specifications, drawings & conditions before submission of his offer.

7. Tenderers should note that condition(s) which involve financial implications willnot be considered by MIDC. It may also please be notedthat such conditional tenders which involve financial implications will not be entertained at all & will be summarily rejected.

8. Land required for contractor's labour camp shall be provided if possible & if Exe. Engr. receives such request from the contractor on aprescribed application form. The contractor shall enter into an agreement for such use. After completion of work, contractor shall remove thelabour camp & clean the site to its original condition without which his final bill will not be released. An amount of Rs.10,000/shall berecovered from the contractor's pre-final bill & willbe kept in deposit till labour camp is removed & site is cleaned. If the labour camp is notcompletely removed after completion of work, then the rent for land so occupied shall be recovered @Rs.0.70/SqM/Month till the land iscompletely vacated.

9. Progress of work: The contractor shall complete the work as per directions of Engineer-in-charge as per program decided by DeputyEngineer & Executive Engineer. If the contractor fails to complete the work as per schedule, the contractor is liable for action under Clause2 of the contract.

10. Implementation Schedule:

a. The contractor shall furnish a complete Implementation Schedule incorporating all the activities right from mobilization at site,procurement of materials, machineries/equipments /labour etc as may be required for completion of the work in all respects & get itapproved from the authority, awarding the contract, latest within 1 weeks after the work order is given. This program will be reviewed byEngineer-in-charge in consultation with the contractor every month & access the shortfall & decide actions to be taken. The format forpreparation of Chart is enclosed.

b. The contractor shall further abide by the following instructions:

i) That he shall associate himself fully for clarifying or evaluating schedule & also for ensuring control or monitoring the progress of the


work, as per approved schedule from time to time.

ii) That the contractor shall endeavor to minimize revision of the program as far as possible after the work gets into the construction.

c. That the contractor shall immediately inform Engineer-in-charge whenever there is/is likely to be, any change in his schedule

11. Declaration form: I, We hereby declare that I/We have visited the site & fully acquainted myself/ ourselves with the local situationsregarding type & quantity of materials, labour, machineries, equipments required & the nature of obstructions likely to be met with due toexisting utility services & other factors associated with the construction of this work, before submitting this tender.

I/We hereby declare that I/We have carefully studied the conditions of contract &/or specifications & other documents for this work asincluded in the tender documents & agree to execute the same accordingly.


Schedule B


Name Of Work : TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with 1.5 m heightChain Link Fencing and M. S. Entrance Gate for vacant MIDC land at Chinchpada and YadavNagar and Providing Watch and Ward Arrangement round the clock throughout the year.(IVth Call)

Amount And Rate In (Rs)

Sr.No Item DescriptionQuantity Rate Unit AmountRate In Words

1,88,480.00CubicMeter

155.001,216.00

Excavation in trenches, pits, pipelines, foundations, column footings,walls etc. in earth’s soils of all types,gravel, sand, soft & hard murum, andboulders up to 0.03 cum. sizeincluding removing the excavatedmaterial upto a distance of 50 Mbeyond the edge of excavationincluding all lifts, stacking orspreading as directed, bailing ofsub-soil water if any preparing basefor foundation etc., and back filingthe excavated pit or trench using theexcavated material in layers includingwatering and ramming as required oras directed by Engineer-In-charge,including all labour and materialscomplete.

1 Rupees OneHundred FiftyFive Only

50,920.00CubicMeter

335.00152.00 Excavation for trenches, pits,pipelines, foundations, columnfootings, walls etc. in soft rock andboulders between 0.03 TO 0.30 Cu.M.in size for all depths includingremoving the excavated materialsupto a distance of 50 M beyond theedges of trenches / pits etc. breakingthe boulders into 225 mm size rubbleincluding stacking the same (rubbleas well as soft rock) and / orspreading as directed, bailing outwater if any, preparing the bed forfoundations & necessary back fillingthe excavated pit / trench as directedby Engineer-in-charge all labour andmaterials complete.

2 Rupees ThreeHundred ThirtyFive Only




Excavation for trenches, pits for pipelines, foundations, column footings,drainage lines etc in hard rock,manjarya rock & laterite by chiselling,wedging, line drilling etc. includingtrimming and levelling the bed,removing the excavated materialsupto a distance of 50 M beyond theedges of trenches / pits including alllifts, stacking as directed,de-watering back filling in layers,watering ramming etc. as required oras directed by Engineer In Charge, alllabour and materials complete.

3


790.00152.00 Hard Rock3.1 Rupees SevenHundred NinetyOnly

Supplying and stacking at work site225 mm size trap stone rubble forsoling up to 10 km lead including alltaxes and royalty.

4


700.00317.00 Quarry rubble4.1 Rupees SevenHundred Only

34,870.00CubicMeter

110.00317.00 Laying in compact layer rubble dulyhand packed for soling in 225 mmlayer to required camber and gradientincluding filling in the interstices withstone chips, spalls and oversize metal(quantity excluding oversized metal).

5 Rupees OneHundred TenOnly

Supplying 50 mm to 75 mm trapstone oversize metal at the road sideincluding, conveying and stacking etc.complete including all taxes androyalty and lead up to 10 km.

6

94,080.00CubicMeter

980.0096.00 Quarry metal.6.1 Rupees NineHundred EightyOnly

5,760.00CubicMeter

60.0096.00 Spreading in compact layers oversizeand size metal to the requiredcamber and gradient.

7 Rupees SixtyOnly




Providing and laying in position plaincement concrete using granite orblack trap graded metal includingmixing in a mechanically operatedmixer, dewatering, compacting,curing as required complete for alllifts up to a +/- 5 m. above or belowthe ground level where concrete isproposed, includingcentering/shuttering using ordinaryPortland cement.

8

With Natural Sand8.1


4,900.00138.00 a) In 1:3:6 proportion. Rupees FourThousand NineHundred Only


5,800.00104.00 b) In 1:2:4 proportion. Rupees FiveThousand EightHundred Only

Providing uncoursed rubble masonryof trap / granite / quartzite / gneissstone upto +/- 5 m above / belowplinth level or ground level infoundation and plinth includingdewatering, striking out joints onexposed faces, curing, scaffolding etccomplete (not less than 35% ofmortar to be used)

9


4,000.001,432.00

Using 1:6 cement mortar.9.1 Rupees FourThousand Only

Providing cement pointing for stonework using cement mortar 1:3proportion

10

2,34,780.00SquareMeter

105.002,236.00

Raised and Cut Pointing10.1 Rupees OneHundred FiveOnly

Providing sand faced plaster(sponged external) in cement mortar1:3 in all positions including basecoat scaffolding, keeping the surfaceof base coat rough to receive sandfaced treatment, curing etc. complete

11

4,100.00SquareMeter

205.0020.00 12 mm thick single coat.11.1 Rupees TwoHundred FiveOnly




12,04,000.00RunningMeter

700.001,720.00

Providing and fixing chain linkfencing 1.5 m height on MS angleposts of 50 x 50 x 6 mm size at 2.5m c/c 1.5 m above ground / copingand 0.30 m embedded in ground /coping in c.c.M15 grade of 0.30 m.and at every corner chain link of 50mm mesh and 10 gauge GI strandwire, including 2 nos. of 12 gauge GIwire at top and bottom withnecessary U hooks, nuts and bolts,washers, 3 coats of anticorrosive oilpaint to steelwork etc. complete asper drawings, designs andspecifications.

12 Rupees SevenHundred Only

Providing and fixing in position M.S.Gate with 50 mm diameter MS / GIpipe frame as per approved designand type, using MS bars, plates andweighing not less than 20 kg/sqmincluding providing and fixing 40 x 12mm M.S. flat as guide with necessaryfixtures, rollers one coat of red oxideprimer and two coats of oil paintingetc. complete.

13

72,500.00SquareMeter

2,900.0025.00 G.I. Gate (‘B’ Class pipes)13.1 Rupees TwoThousand NineHundred Only

Providing and laying in positionCement Concrete for RCC work usinggranite / black trap metal includingmixing in mechanically operatedmixers, compacting by mechanical ormanual means as may be requiredand directed by Engineer-In-Charge,including steel or plywood shuttering,centring, formwork dewatering, for allelements in foundation, plinths, ofbuilding works, where reinforcedcement concrete is proposed to beused upto +/-5 m from the averageground level including all labour andmaterial complete, finishing thesurface with 1:3 cement mortar. etccomplete.

14




47,400.00CubicMeter

7,900.006.00 In 1:1.5:3 proportion by volume.14.1 Rupees SevenThousand NineHundred Only

Providing and fixing in positionreinforcement of all dia for RCC piles,pile caps, footings, foundations,slabs, columns, beams, canopies,staircase, newels, chajjas, lintelspardis, copings, fins, arches etc. asper detailed designs, drawings andschedules including cutting, bending,hooking the bars, binding with wiresor tack welding and supporting asrequired at all locations and height alllabour and materials testing etc.complete.

15

33,750.00MetricTonne

67,500.000.50 Tor Steel Bars.15.1 Rupees SixtySevenThousand FiveHundred Only

960.00SquareMeter

48.0020.00 Providing and applying cement basedpaint conforming to IS:5410-1990,two coats over primer or as permanufacturers direction includingscrapping, removing includingrubbing down old cement base paintscaffolding, curing etc. complete inany shade.

16 Rupees FourtyEight Only

33,12,216.00per month2,76,018.00

12.00 Providing watch and wardarrangements comprising of servicesof 5 No. of security guards, 1 No. ofsecurity supervisor, 2 Nos. of gunmenin three shifts for all days on monthlybasis for watch and wardarrangements at Chinchpada in KalwaBlock for protection of vacant land fora period of one year or till theallotment of land whichever is earlierincluding Service Tax and LabourCess etc. complete.

17 Rupees TwoLacs SeventySix ThousandEighteen Only

1,26,33,196.00Total Amount Rs :

Schedule B -- Summary

Description Amount In RsSr.No.

M & R to water supply scheme for Dhule Indl.area....Providing DDF Feeder for Powersupply at Pure water pumping station & WTP Dhule.


supply at Pure water pumping station & WTP Dhule.

Total

Say

0.00

0.00


Item Specification


Name Of Work : TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with 1.5 m heightChain Link Fencing and M. S. Entrance Gate for vacant MIDC land at Chinchpada and YadavNagar and Providing Watch and Ward Arrangement round the clock throughout the year.(IVth Call)

Item DescriptionSr.No

Excavation in trenches, pits, pipe lines, foundations, column footings, walls etc. in earth’s soils of alltypes, gravel, sand, soft & hard murum, and boulders up to 0.03 cum. size including removing theexcavated material upto a distance of 50 M beyond the edge of excavation including all lifts, stacking orspreading as directed, bailing of sub-soil water if any preparing base for foundation etc., and back filingthe excavated pit or trench using the excavated material in layers including watering and ramming asrequired or as directed by Engineer-In-charge, including all labour and materials complete.

1

Specification:

1.1 General : The item refers to the excavation, in earth, soils of all types,gravel, sand, soft and hardmurum 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 loosematerial.1.2 Site Preparation : The site as directed by the Engineer-in-charge, on which the construction, as perthe 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 ordisposed off as directed. All the material shall be the property of MIDC. After clearing the site, thealignment or center lines or points shall be given by the Engineer-in-charge. The contractor shall establishthe reference marks, benchmark pillars in masonry with M.S. Plate top of which shall be bench markconnected to GTS. The B.M. Pillars shall be maintained undisturbed by the contractor etc. and the widthsfor 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 limepowder, oil paint, or any other suitable marking material at his own cost and he shall be fully responsiblefor the correctness of the line, curve and levels and slopes.1.3 Excavation : Before starting actual excavation work, contractor shall notify the Engineer-in-chargefor taking the necessary measurements of cross sectional levels along the alignment for measurementpurposes. The levels recorded in the field book shall be signed by the Engineer-in-charge and authorisedrepresentative of the contractor in token of acceptance. The contractor shall remove all the material fromthe marked area of excavation by using labour, tools and equipments most suitable for excavation of softmaterial 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 tothe widths required at the bottom and the vertical faces shall be as far as possible in plumb. Unlessprovided in the contract, no extra payment shall be made for the excavation on side slopes for stability ofslopes. 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 cross-sectional levels for taking the measurements and the same shallbe recorded and practise as mentioned above shall be adhered to. The extra excavation in depth or onsides shall not be paid and the contractor will have to fill the extra excavated depths in layers to bring thecorrect level by watering and ramming at his own cost.1.4 Foundation Preparation : The foundation for column footing and for structural components such aswall 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 onsoft strata. The foundation level even if is confined within the soft layer, the final layer of excavationwatered and brought to the required level and slope by ramming. The contractor shall not excavate belowthe 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 layfoundation and record the dimensions and elevations and types soils of the foundation pit, trenchexcavated, 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 providedin the contract. The type and designing of shoring shall be decided by the contractor, and shall getapproved from the Engineer in Charge. Pay Slopes : In lieu of shoring and strutting pay slopes forexcavation 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 excavationshall be the absolute property of MIDC. All materials obtained from clearing the site and excavation shallbe disposed off or spread or stacked within a lead of 50 meters beyond the excavated area as directed bythe Engineer in Charge. Materials suitable for back-filling or other use shall be stacked at a convenientplace within a lead of 50 meters as directed for refilling or reuse. No excavated material shall be keptwithin 1.5 m distance from the outer top edge of excavation to avoid the falling of the stuff in the pit ortrench. Surplus materials shall be used for levelling the ground around as directed within a lead of 50meters. If the surplus materials are required to be conveyed and used or stacked beyond 50 meterscontractor 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 ortrench, from sub-soil water or from rains or from any other natural source, by manually or by pumping outas required. Unless provided for in the contract separately, no payment shall be made for bailing out thewater. The contractor may be required to provide temporary bunds, or provide byepass arrangements toavoid entering of water in the excavation at his own cost. The drained water shall be properly disposedoff, so as not to cause any damages to the excavated area nor to the surrounding structures. The contractorshall 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 removedat contractor’s cost. 1.9 Backfilling : After excavation is completed, measurements recorded by theEngineer-in-charge and the foundation raft masonry above is constructed or the pipeline is laid, all theshoring shall have to be removed. The backfilling of the pit or trench to the original level or as shown inthe drawing or as directed shall be made from the selected excavated material stacked separately for thatpurpose. The material shall be laid in layers of 15 to 20 cm in thickness, watered and then rammedproperly. The backfilling shall only be done after receiving orders from the Engineer-in-charge andwithout 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 properposition to indicate the danger zone. It is the responsibility of the contractor to take the adequateprotective measures and safety of the excavation, people and workmen and surrounding properties andwill have to bear the damages if caused. All the cost of protective measures shall be included in the itemrate.1.11 Item to Include : The rate for this item, as per the agreement includes all labour and tools forclearing the site, marking out the excavation line outs, shoring and strutting, excavation of pits ortrenches, bailing or pumping out water if not provided separately, removal of excavated material anddisposal of material as directed, refilling of pits or trenches, adequate protective measures etc. Contractorshall also make the necessary arrangements for taking measurements. The rate also includes the cost ofrepairs due to excess excavations or slips. The item also includes payment of the damages if any, by thecontractor. The disposal of the material is included within 50 m radius from the edge of excavation. Alllifts for excavation are covered by this item.1.12 Mode of Measurement and Payment : The measurements of the original ground profiles atselected locations shall be taken after clearing the site. The measurements of the final excavated profileshall be taken if the excavation is less or more as directed by the Engineerin- charge or shall be measuredas per drawings. Excess excavation shall be recorded but shall be paid to the limited quantity as explainedabove. The quantity shall be measured in cubic meters and paid at the rate as per the contract agreement.

Excavation for trenches, pits, pipelines, foundations, column footings, walls etc. in soft rock andboulders between 0.03 TO 0.30 Cu.M. in size for all depths including removing the excavated materialsupto a distance of 50 M beyond the edges of trenches / pits etc. breaking the boulders into 225 mmsize rubble including stacking the same (rubble as well as soft rock) and / or spreading as directed,bailing out water if any, preparing the bed for foundations & necessary back filling the excavated pit /trench as directed by Engineer-in-charge all labour and materials complete.

2

Specification:

2.1 General : The item refers to the excavation, in soft rock and boulders between 0.03 and 0.30 cumsize. The excavation shall be for trenches, for pipelines, pits, foundations, column footings, walls etc. andmay be in wet or dry, in soft rock, and similar other material.2.2 Site Preparation : As per Item No.Gen/A/1.2 of Std Spcf. Book of MIDC. Site preparation may notbe required if the classified layer lies below the item of excavation in soils classified as per ItemNo.Gen/A/1 of Std Spcf. Book of MIDC.2.3 Excavation : As per Item No.Gen/A/1.3 of Std Spcf. Book of MIDC. The contractor shall excavateand remove all the material from the marked area of excavation by using labour, tools and equipmentsmost suitable for excavation of soft rock in wet or dry condition.2.4 Foundation Preparation : In this classified strata, the foundation for column footing and forstructural components such as wall may be provided. Also the foundations for rafts, embedment ofpipelines for water supply or drainage or gas may be laid in this type of classified soft rock. Thefoundation shall be cleared of all loose material and shall be dressed by chiselling to the correct line andlevel. The contractor shall not excavate below the line shown in the drawing or as directed. No foundationof any sort shall be laid unless the Engineerin- charge approves/passes the depth of excavation to layfoundation and record the dimensions and elevations and types soils of the foundation pit, trenchexcavated.2.5 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 getapproved from the Engineer in Charge. Pay Slopes : In lieu of shoring and strutting pay slopes forexcavation may be stipulated according to which excavation has to be carried out and shall be paid.2.6 Disposal of Excavated Material : The boulders obtained during the excavation shall be broken intothe rubble of size of about 225 mm. This rubble shall be stacked in measurable hips and at locations, asdirected, within the initial lead of 50 m from the edges of excavation as directed. The rubble shall bedisposed off by the contractor at his cost if it is not usable as certified by the Engineer-in-charge.2.7 Dewatering : It is the responsibility of the contractor to remove the water accumulated in the pit ortrench, from sub-soil water or from rains or from any other natural source, by manually or by pumping outas required. Unless provided for in the contract separately, no payment shall be made for bailing out thewater. The contractor may be required to provide temporary bunds, or provide bypass arrangements toavoid entering of water in the excavation at his own cost. The drained water shall be properly disposedoff, so as not to cause any damages to the excavated area nor to the surrounding structures. The contractorshall keep the excavated area dry for measurements and for laying of foundation mortar or concrete.2.8 Side Slips and Blows : Even after sufficient care of sides, slips or blows occur, they shall be removedat contractor’s cost.2.9 Backfilling : After excavation is completed, measurements recorded Maharashtra IndustrialDevelopment Corporation by the Engineer-in-charge and the foundation raft and masonry/structure thereon or the pipeline is laid, all the shoring shall have to be removed. The backfilling of the pit or trench tothe original level or as shown in the drawing or as directed shall be made from the selected excavatedmaterial stacked separately for that purpose. The material shall be laid in layers of 15 to 20 cm inthickness, watered and then rammed properly. The backfilling shall only be done after receiving ordersfrom the Engineer-in-charge and without damaging the foundation raft or the pipeline etc.2.10 Protective Measures : All the excavated pits, trenches etc. shall be properly protected from anyaccidents by providing strong fencing around. At night red lantern and watchman shall be kept in properposition to indicate the danger zone. It is the responsibility of the contractor to take the adequateprotective measures and safety of the excavation, people and workmen and surrounding properties andwill have to bear the damages if caused. All the cost of protective measures shall be included in the itemrate.2.11 Item to Include : As per Item No.Gen/A/1.11 of Std Spcf. Book of MIDC, but for soft rockclassified material. All lifts for excavation are covered by this item. The item also include breakingboulders into rubble of 225 mm and stacking within lead of 50 m.2.12 Mode of Measurement and Payment : The measurements of the original ground profiles atselected locations shall be taken after clearing the site. The measurements of the final excavated profileshall be taken if the excavation is less or more as directed by the Engineerin- charge or shall be measuredas per drawings. Excess excavation shall be recorded but shall be paid to the limited quantity as explainedabove. The quantity shall be measured in cubic meters and paid at the rate as per the contract agreement.Deductions for voids shall be made @ 40% if quantity paid on stack measurements. The size of stacksshall be 3.0 m X 2.0 m X 1.0 m size preferably.

Excavation for trenches, pits for pipe lines, foundations, column footings, drainage lines etc in hardrock, manjarya rock & laterite by chiselling, wedging, line drilling etc. including trimming and levellingthe bed, removing the excavated materials upto a distance of 50 M beyond the edges of trenches / pitsincluding all lifts, stacking as directed, de-watering back filling in layers, watering ramming etc. asrequired or as directed by Engineer In Charge, all labour and materials complete.

3


Hard Rock3.1

Specification:

3.1 General : This item pertains to excavation in Hard rock of Laterite, Manjarya or of similar typewithout blasting. When local conditions prevent the use of blasting, excavation shall be done bychiselling, wedging or line drilling or as specified by the Engineer-in-Charge.3.2 Site Preparation : Site preparation may not be required if the classified layer lies below the item ofexcavation in soils and soft rock classified as per Item No.Gen/A/1 and Gen/A/3of Std Spcf. Book ofMIDC respectively. However if rock is exposed the same will have to be arranged as per ItemNo.Gen/A/1 of Std Spcf. Book of MIDC.3.3 Excavation : The contractor shall excavate the hard rock by chiselling, wedging or line drilling or asspecified in the contract or as directed by the Engineer-in-Charge, as required and as and remove all thematerial from the excavated area by using labour, tools machinery and equipments most suitable forexcavation of hard rock by chiselling wedging and line drilling, in wet or dry condition. The most suitablemethod to be adopted shall be got approved from the Engineer-in-charge. The contractor may bepermitted to use expanding compounds like “Acconex” or equivalent in case he desires at no additionalcost. Such use shall be permitted on case-to-case basis and shall be carried out as per manufacturersinstructions. In special cases excavation may be carried out by using heating techniques. Contractors shallhave to take all precautions regarding fire and other hazards.3.4 Foundation Preparation : In this classified strata, the foundation for column footing and forstructural components such as wall may be provided. Also the foundations for rafts, embedment ofpipelines for water supply or drainage or gas may be laid in this type of classified soft rock. Thefoundation shall be cleared of all loose material and shall be dressed by chiselling to the correct line andlevel. The contractor shall not excavate below the line shown in the drawing or as directed. No foundationof any sort shall be laid unless the Engineerin- charge approves/passes the depth of excavation to layfoundation and record the dimensions and elevations and types soils of the foundation pit, trenchexcavated3.5 Pay Slopes : Normally for excavation in hard rock pay slopes are not necessary. However in respectof deep foundation pay slopes may be stipulated according to which excavation shall be carried out andpaid for.3.6 Disposal of Excavated Material : All the material obtained from clearing the site or from excavationshall be the absolute property of MIDC. All materials obtained from clearing the site and excavation shallbe disposed off or spread or stacked within a lead of 50 meters beyond the excavated area as directed bythe Engineer-in-charge. Materials suitable for back-filling or other use shall be stacked at a convenientplace within a lead of 50 meters as directed for refilling or reuse. No excavated material shall be keptwithin 1.5 m distance from the outer top edge to avoid the falling of the stuff in the pit or trench. Surplusmaterials shall be used for levelling the ground around as directed within a lead of 50 meters. If thesurplus materials are required to be conveyed and used or stacked beyond 50 meters contractor shall bepaid for extra lead or the extra conveyance as per the terms of contract.3.7 Dewatering : It is the responsibility of the contractor to remove the water accumulated in the pit ortrench, from sub-soil water or from rains or from any other natural source, by manually or by pumping outas required. Unless provided for in the contract separately, no payment shall be made for bailing out thewater. The contractor may be required to provide temporary bunds, or provide bypass arrangements toavoid 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 contractorshall keep the excavated area dry for measurements and for laying of foundation mortar or concrete.3.8 Side Slips and Blows : Even after sufficient care of sides, slips or blows occur, they shall be removedat contractor’s cost.3.9 Backfilling : After excavation is completed, measurements recorded by the Engineer-in-charge andthe foundation raft after construction of masonry/structure or the pipeline is laid, all the shoring shall haveto be removed. The backfilling of the pit or trench to the original level or as shown in the drawing or asdirected shall be made from the selected excavated material stacked separately for that purpose. Thematerial shall be laid in layers of 15 to 20 cm in thickness, watered and then rammed properly. Thebackfilling shall only be done after receiving orders from the Engineer-in-charge and without damagingthe foundation raft or the pipeline etc.3.10 Protective Measures : All the excavated pits, trenches etc. shall be properly protected from anyaccidents by providing strong fencing around. At night red lantern and watchman shall be kept in properposition to indicate the danger zone. It is the responsibility of the contractor to take the adequateprotective measures and safety of the excavation, people and workmen and surrounding properties andwill have to bear the damages if caused. All the cost of protective measures shall be included in the itemrate.3.11 Item to Include : Excavation of trenches in hard rock of laterite or Manjarya type classifiedmaterial. The cost of drilling holes and use of expanding material or heating process, with all labour,material and tools and equipments and responsibility are included in the contract rate of this item. All liftsfor excavation are covered by this item.3.12 Mode of Measurement and Payment : The measurements of the original ground profiles atselected locations shall be taken after clearing the site. The measurements of the final excavated profileshall be taken if the excavation is less or more as directed by the Engineerin- charge or shall be measuredas per drawings. Excess excavation shall be recorded but shall be paid to the limited quantity as explainedabove. The quantity shall be measured in cubic meters and paid at the rate as per the contract agreement.Deductions for voids shall be made @ 40% if quantity paid on stack measurements. The size of stacksshall be 3.0 m X 2.0 m X 1.0 m size preferably.

Supplying and stacking at work site 225 mm size trap stone rubble for soling up to 10 km leadincluding all taxes and royalty.

4

Quarry rubble4.1

Specification:

4.1 General : The item provides the supply of stone rubble of 225 mm size and stacking at the road sideincluding obtaining the rubble from approved sources, conveying to the site of work including all the liftsand leads upto 10 km.4.2 Material : Rubble shall be obtained from the approved quarries as specified below:4.2.1 Quarries : The contractor may obtain the rubble of the approved quality to the extent required forthe work from approved and authorised quarries. He shall, however, obtain the necessary permissionsfrom the competent authorities, pay royalties and be liable to pay compensation for any damage caused tothe quarries or the land or property either deliberately or through negligence or otherwise, or from waste


of materials in obtaining the requisite quantity of rubble. Blasting, if required, shall be done with utmostcare according to specification by obtaining necessary permission for blasting operation from thecompetent authorities and the contractor shall be fully responsible for all accidents and compensationsresulting there for. The contractor shall make his own arrangement for to supply rubble of approved bythe Engineer-in-Charge. The contractor shall be fully responsible for any and all compensations to be paidas royalty, rents, octroi & duties or damages to properties and injuries to persons etc., caused in obtainingthe rubble. No claim on account of any obstruction caused in collection of materials or difficulties oraction arising out of quarrying in private land shall be entertained and MIDC will remain indemnifiedwith regard to such action and payment. Quarrying shall be done only from sound portions of approvedquarries, the disintegrated and weathered portions of rock being rejected. No rubble shall be obtainedfrom within the road land unless so permitted in writing by the Engineer-in-Charge.4.2.2 Rubble :Quality : The rubble of the trap stones shall be hard, tough sound, durable, dense, clean, of close textureand free from unsound material, cracks, decay and weathering. The water absorption shall be as low aspossible but not more than 2 per cent. They shall generally be broken rubble.Size : The shape of the stones shall be as regular as can be obtained by quarrying without attempt atshaping or dressing. They shall be sufficiently flat bedded. The stone shall be broken with the smallestdimensions equal to the 225 mm thickness of soiling. The length and breadth should not generally exceedtwice its thickness. Before starting collection, the contractor shall get a sample conforming to the requiredquality shape and size approved from the Engineer-in-Charge who will preserve it in his site office forreference.4.3 Conveyance to Site : Materials shall be brought to site sufficiently in advance of construction. Thecontractor shall be responsible to see that vehicles used for transporting materials do not drop any of thecontents on the road and thus cause nuisance to traffic. The contractor shall also be responsible for anydamage or accident arising out of any such material falling on the road or elsewhere and shall attend to allcomplaints in this regard. The Engineer-in-Charge may order the removal of such materials at theexpenses of the contractor in case of negligence. Vehicles conveying or delivering materials shall notobstruct traffic. All lifts and leads upto 10 km is included in the rate for the item. Once the material isbrought to site of work, the contractor shall be responsible for safety of the material. In case of theft anddamages to the material is noticed, equal quantity shall be replaced as per the specifications without anyextra claims and costs.4.4 Stacking : The rubble shall be stacked uniformly along the roadside or as directed in regular stacks of6m X 3m X 1 m unless other sizes are ordered by the Engineer-in-Charge. The stacking shall be doneonly after the quality, shape and size of the rubble are approved. The stacks shall be made withoutappreciable hollows without making special efforts to hand-pack the material. The stacks shall be free ofearth, rubbish, vegetation and shall conform size specified. One stack in each unit section may be ofdifferent length, if necessary, to make up the total quantity in that particular section. Low and wide stackswith outer retaining walls and the center filled in loosely shall not be permitted. The material shall bestacked entirely clear of the carriage way and as far a possible beyond the side widths and the side drains,on even ground or in the absence of such even ground the platforms prepared in advance for the purposeby the contractor at his cost. If no such land is available, the width of the stack may be reduced and thestacks may be laid on the side widths with the approval of the Engineer-in-Charge. Such stacks shall beprotected from being disturbed. Necessary precautions to provide barricading, signs and signals shall


invariably be taken, the contractor being responsible for any accident, injury and compensation due to hisnegligence in this respect. On hill roads material shall be stacked only at places on the side of the road asdirected, without interfering drainage flow and traffic. The Engineer-in-Charge may, if required, get thestacks coming in the way of or obstructing the traffic, removed at the cost of the contractor and thecontractor shall not be entitled to claim any loss or damage to the materials on that account. The stackingoperations shall be started at the point farthest from the quarry and carried towards the nearest point. Thestacks shall not be laid at such places where they are likely to be damaged on account of the traffic,washing out by rains or floods or drainage, slides of the banks or the slopes of cutting. The contractorwithout extra claims shall make any loss on account of these or such other reasons good. As far aspossible the rubble shall be stacked evenly on one side of the road only and in such quantities per unitlength as will be required for that particular length or as ordered by the Engineer-in-Charge.4.5 Special Points : The contractor shall be responsible for obtaining consent of owners of quarries andlands, payment of royalties, fees, rents, taxes, octroi & duties etc. compensation due to injuries to personsor damages to property in any way connected with the execution of this item and for loss of materials dueto improper stacking etc. And shall make good the losses without extra claims. The contractor shall alsoresponsible for the blasting operations required for obtaining the rubble.4.6 Item to Include :(1) Obtaining rubble of approved quality, shape and size by blasting if required and payment of royalties,fees, rents, octroi, duties etc. where necessary.(2) Conveying to roadside including all leads and lifts specified in the item.(3) Stacking.(4) All sorts of compensations involved in the execution of the item.(5) Opening up of new quarries or reopening old ones including removal of overburden.4.7 Mode of Measurement and Payment : The contract rate shall be for one cubic meter of rubblesupplied at site in stacks of approved size. When the rubble stacking in instructed in to be of uniform size,smallest stack may be chosen in the particular km or unit section and measured for its length, breadth anddepth. The cubic contents of this stack shall be multiplied by the number of such stack in the km or unitsection to arrive at the quantity in the particular km or unit section. The Engineer may measure any otherheaps also for verification. When the sizes of stacks are not uniform, each stack shall be measuredindividually. The dimensions shall be measured correct to two places of decimal of a meter and quantityworked out correct to two places of decimals of a cubic meter. If there is reason to believe that the stacksare very loose and are having unduly large hollows and or materials not satisfying the specifications, thestacks may be got opened and restacked properly after removing the inferior material by the Engineer-in-Charge at the cost of the contractor. The measurements of such a stack shall then be taken and if they areless than those of a normal heap, the quantity of the restacked stack shall be multiplied by the no. ofstacks to arrive at the quantity in the particular unit or length. No deduction shall be made for voids.

Laying in compact layer rubble duly hand packed for soling in 225 mm layer to required camber andgradient including filling in the interstices with stone chips, spalls and oversize metal (quantityexcluding oversized metal).

5

Specification:


5.1 General : The item provides the labour work for laying rubble soling of 225 mm thickness of stonesover the subgrade to proper section and hand packing the rubble chips to the required line, curve, gradeand section.5.2 Material : The rubble to be used for soling work, shall be freshly quarried and supplied by thecontractor or obtained from cutting. The spalls and chips as obtained while breaking the rubble shall beused of breaking oversize/size metal.5.3 Soling work :5.3.1 Laying Soling : Before commencement of soling work it should be ensured that sub grade, finishedembankment/cutting is with specified camber and gradients. The rubble shall be laid with the largest facedownwards and interlocked with each other. The stones shall break joint. The full layer of the soling shallgenerally be made with one stone only. The junction of the old and the new road shall be diagonal in planand the soling shall be in level with the corresponding course of the old road. The width of the soling shallbe about 30 cm more than that of the road width as specified in the plans or directed by the Engineer-in-Charge. The thickness of soling shall be uniform camber should not be adjusted providing rubble ofdifferential depths.5.3.2 Hand Packing : The soling shall be hand-packed by wedging and packing with oversize metal,chips, spalls in the joints of the soling and driving them by hammers in place to fill the voids. The solingshall be laid and hand packed true to camber grade and sections and these shall be often checked byboning rods, template boards and finish line etc. the grades, sections etc., of the soling shall correspond tothose of surfacing coming on it. The soling shall be finished by knocking out projecting stones and filingdepressions by chips to come up to the grade and camber.5.4 Item to Include : All labour, tools and equipment for conveying the rubble from stacks on theroadside and laying the soling to the required line, curve grade and section including clearing, sectioning,dressing grades and section and hand packing with oversize metal.5.5 Mode of Measurement and Payment : The contract rate shall be for one cubic meter of soling laidhand packed and finished of specified thickness. No deduction shall be made for voids.

Supplying 50 mm to 75 mm trap stone oversize metal at the road side including, conveying andstacking etc. complete including all taxes and royalty and lead up to 10 km.

6

Quarry metal.6.1

Specification:

3.1 General : The item provides the supply of specified type of stone metal 50 mm to 75 mm oversize atthe roadside including obtaining the rubble from approved sources and quality and hand breaking to size,conveying to the site of work, including all lifts and leads upto 10 km and stacking in regular stacks asspecified.3.2 Material : Metal shall be obtained from the approved quarries as specified below :3.2.1 Quarries : The contractor shall obtain the metal of the approved quality to the extent required forthe work from the approved and authorized quarries out of approved quality rubble. He shall, however,obtain the necessary permissions from the competent authorities, pay royalties, duties and if applicableoctroi and be liable to pay compensation for any damage caused to the quarries or the land or property andadjoining properties either deliberately or through negligence or otherwise, or from waste of materials inobtaining the requisite quantity of rubble. Blasting, if required, shall be done with utmost care according


obtaining the requisite quantity of rubble. Blasting, if required, shall be done with utmost care accordingto specification by obtaining necessary permission for blasting operation from the competent authoritiesand the contractor shall be fully responsible for any accidents and compensations resulting there from.Alternatively, the contractor shall make his own arrangement for supply of hand broken metal approvedby the Engineer-in-Charge. The contractor shall be fully responsible for any and all compensations to bepaid as royalty, rents, octroi and duties or damages to properties and injuries to persons etc., caused inobtaining the metal. No claim on account of any obstruction caused in collection of materials ordifficulties or action arising out of quarrying in private land shall be entertained and MIDC will remainindemnified with regard to such action and payment. Quarrying shall be done only from sound portions ofapproved quarries, the disintegrated and weathered portions shall be rejected. The payment of royaltyshall be made by the contractor and no reimbursement from MIDC is admissible.3.2.2 Metal :Quality : The metal of the trap stones shall be hard, tough, sound, durable, dense, clean, of close textureand free from unsound material, cracks, decay and weathering. Their water absorption shall be as low aspossible but not more than 2 per cent. They shall generally be hand broken metal. The physical test onmetal shall be conducted by Engineer-in- Charge. The cost of such testing shall be inclusive in unit rate ofItem.Size : The shape of the stone metal shall be regular The stone shall be broken with the smallestdimensions equal to the 50 mm thickness of oversize metal. The longest dimension shall not be more than75 mm. Before starting collection, the contractor shall get a sample conforming to the required qualityshape and size approved from the Engineer-in-Charge who will preserve it in his site office for reference.The size of the metal shall be between 50 to 75 mm.3.3 Conveyance to Site : Materials shall be brought to site for construction. The contractor shall beresponsible to see that vehicles used for transporting materials do not drop any of the contents on the roadand shall not cause nuisance to traffic. The contractor shall also be responsible for any damage or accidentarising out of any such material falling on the road or elsewhere and shall attend and settle to allcomplaints in this regard. The Engineer-in-Charge may order the removal of such materials at theexpenses of the contractor in case of negligence. Vehicles conveying or depositing materials shall notobstruct traffic. All leads upto 10 km and lifts included in the rate for the item.3.4 Stacking : The metal shall be stacked uniformly along the roadside or as directed in regular stacks of3 m X 2 m X 1 m unless other sizes are ordered by the Engineer-in-Charge. Stacking shall be done onlyafter the quality, shape and size of the metal are approved. The stacks shall be made without appreciablehollows without making special efforts to hand-pack the material. The stacks shall be free of earth,rubbish, vegetation, inferior or oversize or undersize material. One stack in each unit section may be ofdifferent length if necessary to make up the total quantity in that particular section. Low and wide stackswith outer retaining walls and the center filled in loosely shall not be permitted. The material shall bestacked entirely clear of the carriage way and as far as possible beyond the side widths and the side drains,on even ground or in the absence of such even ground the platforms prepared in advance for the purposeby the contractor at his cost. If no such land is available, the width of the stack may be reduced and thestacks may be laid on the side widths with the approval of the Engineer-in-Charge. Such stacks shall beprotected from being disturbed. Necessary precautions to provide barricading, signs and signals shall betaken, the contractor being responsible for any accident, injury and compensation due to his negligence inthis respect. On hill roads material shall be stacked only at places where narrow width and stacked on theside of the road as directed without interfering with free drainage. The Engineer-in-Charge may, if


side of the road as directed without interfering with free drainage. The Engineer-in-Charge may, ifrequired, get the stacks coming in the way of or obstructing the traffic, removed at the cost of thecontractor and the contractor shall not be entitled to claim for any loss or damage to the materials on thataccount. The stacking operations shall be started at the point farthest from the quarry and carried towardsthe nearest point. The stacks shall not be laid at such places where they are likely to be damaged onaccount of the traffic, washing out by rains or floods or drainage, slides of the banks or the slopes ofcutting. The contractor without extra claims shall make any loss on account of these or such other reasonsgood. As far as possible the metal shall be stacked evenly on one side of the road only and in suchquantities per unit length as will be required for that particular length or as ordered by the Engineer-in-Charge.3.5 Special Points : The contractor shall be responsible for obtaining consent of owners of quarries andlands, payment of royalties, octroi and duties, fees, rents, taxes etc. compensation due to injuries topersons or damages to property in any way connected with the execution of this item and for loss ofmaterials due to improper stacking etc., and shall make good the losses without extra claims. Thecontractor shall also be responsible for the blasting operations required for obtaining the rubble.3.6 Item to Include :1) Obtaining metal of approved quality, shape and size from quarry metal, boulder metal, Laterite metaland making payment of royalties, taxes, fees, rents, octroi and duties etc2) Conveying to roadside including leads upto 10 km and all lifts.3) Stacking.3.7 Mode of Measurement and Payment : The contract rate shall be for one cubic meter of metalsupplied at site in stacks of approved size. When the metal is specified to be stacked in stacks of oneuniform size, smallest stack may be chosen in the particular km or unit section and measured for itslength, breadth and depth. The cubic contents of this stack shall be multiplied by the number of suchstacks in the km or unit section to arrive at the quantity in the particular km or unit section. The Engineer-in-Charge may measure any other stacks also for verification. When the sizes of stacks are not uniform,each stack shall be measured individually. The dimensions shall be measured correct to two places ofdecimal of a meter and quantity worked out correct to two places of decimals of a cubic meter. If there isreason to believe that the stacks are very loose and are having unduly large hollows and or materials notsatisfying the specifications, the stacks may be got opened and restacked properly after removing theinferior material as directed by the Engineer- in- Charge by the contractor at his cost. The measurementsof such a stack shall then be taken and if they are less than those of a normal heap, the quantity of therestacked stack shall be multiplied by the no. of stacks to arrive at the quantity in the particular unit orlength. No deduction shall be made for voids. Metal shall not be used until the full quantity is collected inkm or particular unit and measured. All stacks measured shall be marked with lime wash bands todistinguish them to avoid double measurement. If the material is found to be of inferior quality or of sizenot satisfying the requirements, the same shall be rejected summarily. All labour, materials etc. requiredfor measuring, restacking, checking, lime washing, etc. shall be at the cost of contractor.

Spreading in compact layers oversize and size metal to the required camber and gradient.7

Specification:

7.1 General : This item provides to the labour work for spreading the oversize or size metal and


spreading it for the road crust.7.2 Material : The oversize and size metal shall be supplied and stacked by the contractor, or metalobtained by breaking rubble broken and stacked by the contractor available from cutting or rubblesupplied by MIDC from other sources.7.3 Spreading Metal : Before commencement of spreading oversize metal it should be ensured thatfinished embankment/cutting is with proper camber and gradient. The metal shall be clean and thenspread evenly over the rolled rubble-soling surface or on any formation by giving a twisting motion of thebasket at the time of spreading. In order to ensure that the metal is spread to the exact width on eithersides, V groove is excavated. To ensure the correct thickness, the road area shall be suitably marked so asto receive the contents of one stack for the specified thickness in the area marked. The unevenness andundulations after the spreading shall be checked by camber boards and line for the camber and grade atintervals of every 10 meters. The edge line shall be ranged for a sufficiently long length to obtain straightlengths and on curves marking outer and inner edges of curves. The sides of the metal shall be held bybunds of murum to prevent metal from spreading if side widths are not provided at the time. These bundsshall be of such depth as to support the metal. The junction of the existing road and the new constructionshall be diagonal in plan. Between the straight lengths and curves and at the meeting points of convex andconcave portions of reverse curves the change in the camber shall made very gradually as directed by theEngineer-in-Charge. The thickness of spread oversize/size metal shall be uniform through out width ofroad camber should not be adjusted by spreading oversize/size metal of differential depths.7.4 Item to Include : Conveying the metal from the road side, stacks and spreading evenly to the requireddepth, width and section. All labour tools and equipment required for the satisfactory completion of theitem.7.5 Mode of Measurement and Payment : The quantity spread shall be calculated by deducting thequantity in balance on site from the total collection existing on the roadside before spreading is started.The quantity on site shall be checked before spreading. The contract rate shall be for spreading one cubicmeter of metal from collected stacks as per direction of Engineer-in-Charge.

Providing and laying in position plain cement concrete using granite or black trap graded metalincluding mixing in a mechanically operated mixer, dewatering, compacting, curing as requiredcomplete 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.

8

With Natural Sand8.1

In 1:3:6 proportion.8.1.1

In 1:2:4 proportion.8.1.2

Specification:

8 General : The item pertains to providing and laying in position Plain Cement Concrete (PCC) ofspecified proportion. The work includes providing all material, mixing, compacting, curing, shuttering,dewatering etc. complete up to lift of ± 5 m.8.2 Material:1. Cement : Ordinary Portland Cement (OPC) as specified at item Gen/C/0.2.1of Std Spcf. Book ofMIDC .2. Fine Aggregate (Sand) : specifications shall conform to item Gen/C/0.2.2 of Std Spcf. Book ofMIDC .3. Coarse Aggregate : specifications shall conform to item Gen/C/0.2.3 of Std Spcf. Book of MIDC.


Grading and maximum size of coarse aggregate shall be as specified in the drawing. Normally themaximum 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 of Std Spcf. Book of MIDC.8.3 Mix Proportion and Mixing : The mix proportion as specified on the drawing, separately for eachcomponent shall be provided. For detailed specifications refer to item No.Gen/C/0.5of Std Spcf. Book ofMIDC . For mixing without mechanical mixer, prior permission from the Engineer-in-charge shall beobtained. Specifications for mixing shall conform to item Gen/C/0.7 of Std Spcf. Book of MIDC.8.4 Formwork and Scaffolding : Formwork shall be provided for giving the desired shape and sizes forthe PCC as per the drawings. The specifications shall conform to item Gen/C/0.19.7. The striping timealso shall be as specified in the item. The scaffolding shall be normally provided of steel tubes. Thespecifications for scaffolding also shall conform to item Gen/C/0.19.8 of Std Spcf. Book of MIDC.8.5 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 asexplained in item Gen/C/0.15 of Std Spcf. Book of MIDC .8.7 Inspection & Testing of Structure : As per the contract conditions inspection & testing of a structureshall be carried out in accordance with item Gen/C/0.16 of Std Spcf. Book of MIDC1.8 Finishing of Concrete : The finishing of concrete surface shall be as per item Gen/C/0.17 of Std Spcf.Book of MIDC .8.9 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 directedby Engineer in Charge. For specifications for these the appropriate clauses of item Gen/C/0 shall bereferred.8.10 Curing : As per item Gen/C/0.14 of Std Spcf. Book of MIDC.8.11 Item to Include : This item for providing Plain Cement Concrete (PCC) with specified mixproportion at specified locations with initial lift of + 5 m above or below ground level includes allingredients of concrete i.e. water, cement, fine and coarse aggregates, all transportation, dewatering, toolsand plants, all taxes, royalties, labour, formwork, testing, curing etc. complete.8.12 Mode of Measurement and Payment : The measurements of the concrete laid shall be taken onvolumetric basis in cum. The openings shall be deducted. The unit rate of concrete per cum of specifiedproportion includes all the items as explained in Gen/C/0.25 of Std Spcf. Book of MIDC.

Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stone upto +/- 5 m above /below plinth level or ground level in foundation and plinth including dewatering, striking out joints onexposed faces, curing, scaffolding etc complete (not less than 35% of mortar to be used)

9

Using 1:6 cement mortar.9.1

Specification:

9.1 General : The item pertains to providing UCR masonry in foundation and plinth and stone masonry works shall complywith all requirements of IS : 1597-1992 with relevant clause.9.2 Material : As per item Gen/E/0.1 of Std Spcf. Book of MIDC9.3 Cement Mortar : Cement mortar of the specified proportion shall be prepared as per item Gen/E/0.2 of Std Spcf. Book ofMIDC.9.4 Staging/Scaffolding : Normally for foundation and plinth work no staging and scaffolding required. However if required itshall be as per item Gen/E/0.3of Std Spcf. Book of MIDC .


9.5 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 requiredposition as the work proceeds. Embedments and fixtures as specified in the drawings shall be provided as per item Gen/E/0.4 ofStd Spcf. Book of MIDC .9.6 Construction of Masonry : Construction of UCR as per item Gen/E/0.5.1 of Std Spcf. Book of MIDC. Stone dressing,laying, Hearting stones, bond stones, chips insertion, quoins, masonry joints etc shall also conform to the item Gen/E/0.5.1ofStd Spcf. Book of MIDC9.7 Curing : As per item Gen/E/0.6of Std Spcf. Book of MIDC .9.8 Item to Include : The item includes providing all materials for masonry construction, including transportation, royalty formaterial, all labour, tools and plants, machinery and equipments, staging, scaffolding, bailing out water, testing, curing andconstruction as per above specifications etc. complete.9.9 Mode of Measurement and Payment : As per item Gen/E/0.7 of Std Spcf. Book of MIDCand shall be made on cubicmeter basis on the volume of work done, to be measured as per IS: 1200.

Providing cement pointing for stone work using cement mortar 1:3 proportion10

Raised and Cut Pointing10.1

Specification:

10.1 General : The item pertains to providing cement pointing for stone work using cement mortar 1:3.10.2 Material :Cement : As per item GenC/0.2.1 of Std Spcf. Book of MIDC.Sand : As per item Gen/C0.2.2 .of Std Spcf. Book of MIDC.Water : As per item Gen/C/0.2.4 of Std Spcf. Book of MIDC.10.3 Cement Mortar : Cement mortar of the specified proportion of 1:3 shall be prepared as per item Gen/E/0.2 of Std Spcf.Book of MIDC.10.4 Preparation of Surface : The joints shall be raked out properly. Dust and loose mortar shall be brushed out.Efflorescence if any, shall be removed by brushing and scraping. The surface shall then be thoroughly washed with water,cleaned and kept wet before pointing iscommenced. The joints shall be raked to such a depth that the minimum depth of the new mortar measured from either thesunken surface of the finished pointing or from the edge of the stone shall not be less than 12 mm.10.5 Scaffolding : For all exposed stonework or tile work, independent double scaffolding having two sets if vertical supportsshall be provided. The supports shall be sound and strong tied together with horizontal pieces over which planks shall be fixed.For all other stonework in building, single scaffolding shall be permitted. In such cases, the inner end of the horizontalscaffolding pole shall rest in a hole provided only in the header course for the purpose. Only one header for each pole shall beleft out. Such holes for scaffolding shall, however, not be allowed in pillars/columns less than one meter in width, orimmediately near the skew backs of arches. The holes left in masonry works for scaffolding purposes shall be filled and madegood before plastering.Note : In case of special stonework, scaffolding shall be got approved from Engineer-in-charge in advance.10.6 Application of Pointing and Finishing :1. The mortar shall be pressed into the raked out joints, with a pointing trowel, either flush, sunk or raised, according to thetype of pointing required. The mortar shall not spread over the corner, edges of surface of the masonry. The pointing shall thenbe finished with the proper tool, in the manner described below.2. Flush Pointing : The mortar shall be pressed into the joints and shall be finished off flush and level with edges of the stones,tiles or stones so as to give a smooth appearance. The edges shall be neatly trimmed with a trowel and straight edge.3. Ruled Pointing : The joints shall be initially formed as for flush pointing and then while the mortar is still green, a grooveof shape and size as shown in drawings or as instructed, shall be formed by running a forming tool, straight along the centreline of the joints. This operation shall be continued till a smooth and hard surface is obtained. The vertical joints shall also befinished in a similar way. The vertical lines shall make true right angles at their junctions with the horizontal lines and shall notproject beyond the same.4. Raised and Cut Pointing : Raised and cut pointing shall project from the wall facing with its edges cut parallel so as to


have a uniformly raised band about 6 mm raised and width 10 mm more as directed.5. The superfluous mortar shall then be cut off from the edges of the lines and the surface of the masonry shall also be cleanedoff all mortar. The finish shall be such at the pointing is the exact size and shape required and the edges are straight, neat andclean.6. The pointing lines shall be truly horizontal and vertical except where the joints are slanting as in rubble random masonry.Lines of joints from different directions should meet neatly at the junctions instead of crossing beyond.10.7 Curing : The pointing shall be kept wet for 7 days. During this period it shall be suitably protected from all damages, andif pointing damages the same shall be rectified by the contractor at his cost, as per above mentioned procedure.10.8 Item to Include : The item includes providing all materials for pointing in C.M. 1:3, including transportation, royalty formaterial, all labour, tools and plants, machinery and equipments, staging, scaffolding, bailing out water, curing, testing andconstruction as perabove specifications etc. complete.10.9 Mode of Measurement and Payment : The pointing area shall be measured in sqm as per IS 1200.

Providing sand faced plaster (sponged external) in cement mortar 1:3 in all positions including basecoat scaffolding, keeping the surface of base coat rough to receive sand faced treatment, curing etc.complete

11

12 mm thick single coat.11.1

Specification:

11.1 General : The item pertains to providing Sand faced plaster in CM 1:3, to external surface or asdirected. All the provisions of item Gen/F/1of Std Spcf. Book of MIDC are applicable except forproviding sand facing as specified below.11.2 Sand Faced Plaster : Before commencing the plastering the surface to the plastered shall be madewet sprinkling water. The patches of mortar, with thickness equivalent to thickness shall be provided onthe area to be plastered. It shall be ensured that the surface all such patches is in true level/batter/plumb asthe case may be; to achieve this the thickness of patches may vary marginally, but average thickness shallnot be less than that specified.1. Base Coat : The base coat plaster shall be of cement mortar 1:3. Water proofing compound ofapproved make like Pudlo, Sika. Accorproof shall be added according to the maker’s instructions to makethe mortar waterproof. The plaster with this mortar shall be laid as specified with thickness as specified.Keys shall be formed on the surface by thoroughly combing it with wavy horizontal lines about 12 mmapart and about 3 mm deep when the mortar is still plastic. The base coat shall be cured for not less thantwo days.2. Sand Faced Plaster : The cement mortar for sand faced plaster shall have approved sand with slightlylarger proportion of coarse material. The proportion of cement to sand shall be 1:3. The water is addedgradually to make the mixture homogeneous. The thickness of finishing coat shall not exceed 8 mm. Afterapplication, the surface should be finished with a wooden float lined with sponge and trapped gently toretain a coarse surface texture. When the finishing coat has hardened, the surface shall be kept moistcontinuously for 14 days.11.3 Mode of Measurement and Payment : The measurements for sand faced plaster (sponged external)in C.M. (1:3) for finished area shall be measured in sq. meters and shall be paid at the contract rate per sq.meter.


Providing and fixing chain link fencing 1.5 m height on MS angle posts of 50 x 50 x 6 mm size at 2.5 mc/c 1.5 m above ground / coping and 0.30 m embedded in ground / coping in c.c.M15 grade of 0.30 m.and at every corner chain link of 50 mm mesh and 10 gauge GI strand wire, including 2 nos. of 12gauge GI wire at top and bottom with necessary U hooks, nuts and bolts, washers, 3 coats of anti-corrosive oil paint to steelwork etc. complete as per drawings, designs and specifications.

12

Specification:

12.1 General : The item Pertains to the providing and fixing chain link fencing 1.5 m. high above ground,mild steel angle posts as mentioned in the item.12.2 Material : The chain link shall be of galvanised strand wires of 10 gauge with 50 mm mesh. At topand bottom of the mesh 2 numbers of 12 gauge GI wire shall be provided. Mild steel 50 x 50 x 6 mmangle posts shall be conforming to relevant IS having length 1.80 m. Cement concrete shall be of M-10grade (1:3:6) conforming to IS:456.12.3 Erection : The M.S. angle bottom shall be out for a length of 100 mm and the sides bent/splayed at90°. This will act as hold fast when embedded in C.C. The MS angle posts shall be fixed at 2.5 m centreto centre including splayed length shall be placed in vertical postion in the pit in the excavated pit orpocket of 0.3 x 0.3 x 0.35 m size with 0.30 m length of angle. The spacing may be slightly adjusted ifdirected by the Engineer-in-charge, so as to have all posts fixed at a regular interval or the distance maybe adjusted in the last bay. The posts shall be held in the correct position in the pit and cement concrete M-10 grade shall be filled and compacted around the post. The concrete block shall be cured at least for 7days. The post shall project for 1.50 m above the ground and as location of change of alignment. Theposts at every 15 m interval and change at direction shall be supported by 2 Nos. stays of equal section ofangle. They shall be fixed at an angle 450, and be fixed at the top most wire and fixed in M-10 cementconcrete at bottom similar to the other posts. After the concrete has set the chain link in each row shall befixed on two posts with staples of U shape with close staples passing through the holes on the steel postsand strained with straining bolts. In each bay the barbed wire shall also be provided and fixed cross wise.Except fixing of the chain link shall be fixed to the angle posts with the help of U-clips, nut bolts etc.12.4 Finishing : The bottom embedded portion of Angle post shall be painted with 2 coats ofanticorrosive paint before concreting. The exposed faces of angle posts shall be painted with 2 coats of oilpaint of approved colour and shade.12.5 Item to Include : The item includes all labour, tools & equipments and material such as mild steelangles posts as specified in the item and stays, chain link, cement concrete, staining bolts nails and staplesetc., anticorrosive painting, oil painting of approved make and shed.12.6 Mode of Measurement and Payment : The measurement shall be for the length from the outsideface of the first post to the last post. The length shall be recorded correct upto 1 cm. The contract rate shallbe per meter length of fencing completed as specified.

Providing and fixing in position M.S. Gate with 50 mm diameter MS / GI pipe frame as per approveddesign and type, using MS bars, plates and weighing not less than 20 kg/sqm including providing andfixing 40 x 12 mm M.S. flat as guide with necessary fixtures, rollers one coat of red oxide primer andtwo coats of oil painting etc. complete.

13

G.I. Gate (‘B’ Class pipes)13.1

Specification:


13.1 General : The item pertains to the providing and fixing of Mild Steel gate with MS or GI pipe frame,as described in the item as per the drawings including hinges, fixtures and painting etc. completed.13.2 Material : The mild steel sections shall conform to IS as relevant. The sections shall be of thedimensions and shapes as shown on the drawings. Standard welding rods shall be used.13.3 Construction : The fabrication of the gate shall be as per the drawings. The joints shall be welded asshown on the drawings or as ordered by the Engineer in Charge.The hinge fiat shall have been embedded in the pillars as indicated on the drawings at specified heights.There shall be minimum two such hinges to each of the shutters. The hinges shall comprise of mild steelfiat bent through 180 with a radius sufficient to hold the end vertical bars of the gate. A square bar piecewith cured end shall be used as a spacer and stopper at the time of fixing. This piece shall be fixed to theflats with nuts and bolts.The gate shutters shall be fixed on to the hinges and the lower ends of the outer verticals shall besupported on 1:2:4, cement contract block of 45 cm x 45 cm x 45 cm with its top flush with the ground oras directed.The central vertical of the two shutters shall have two rollers, 40 mm 6 mm mild steel flat shall be bentto the required curvature and fixed with welded pins over 1:2:4 cement concrete bed 15 cm thick and 10cm wide perfectly level. The rollers shall roll over these flats.13.4 Painting : The gate shall be painted with one coat of red oxide and two coats of approved shade ofoil paint.13.5 Item to Include : The item includes all labour, material, tools and equipments for Fabrication of gateto the required design, fixing in position with necessary fixtures and painting.13.6 Mode of Measurement and Payment : The measurements shall be for the net area covered by thegate, the height being inclusive of the tips and toes of the vertical if extending beyond the top and bottomrails. The horizontal width shall be measured outside to verticals of side rails. The dimensions shall bemeasurement correct upto a cm. and the area calculated correct upto 2 decimals.The contract rate shall be for one square metre.

Providing and laying in position Cement Concrete for RCC work using granite / black trap metalincluding mixing in mechanically operated mixers, compacting by mechanical or manual means as maybe required and directed by Engineer-In-Charge, including steel or plywood shuttering, centring,formwork dewatering, for all elements in foundation, plinths, of building works, where reinforcedcement concrete is proposed to be used upto +/-5 m from the average ground level including all labourand material complete, finishing the surface with 1:3 cement mortar. etc complete.

14

In 1:1.5:3 proportion by volume.14.1

Specification:

14.1 General : The item pertains to providing and laying in position Cement Concrete of specifiedproportion or by in design mix grade for Reinforced concrete works in foundation or plinth. The workincludes providing all material, mixing, compacting, curing, shuttering, dewatering, etc. complete upto liftof ± 5 m. Providing the reinforcement steel shall be carried out by item No. Gen/C/0.2.5 of Std Spcf.Book of MIDC14.2 Material : As per item Gen/C/0.2 of Std Spcf. Book of MIDC .14.3 Mix Proportion and Mixing : As per item Gen/C/0.5 of Std Spcf. Book of MIDC. For providing


Concrete of specified grade by designing the mix of concrete, please refer to specifications as per itemGen/C/0.4 and 0.5of Std Spcf. Book of MIDC . The design mix shall be got done from the approvedlaboratories and got approved by the Engineer-in-charge.14.4 Formwork and Scaffolding : As per item Gen/C/0.19 . of Std Spcf. Book of MIDC14.5 Transportation, Placing and Compaction : Specifications shall conform to item Gen/C/0.8of StdSpcf. Book of MIDC .14.6 Field Tests : The appropriate field tests as directed by the Engineer-incharge shall be carried out asexplained in item Gen/C/0.15.14.7 Inspection & Testing of Structure : As per the contract conditions inspection & testing of astructure shall be carried out in accordance with item Gen/C/0.16 of Std Spcf. Book of MIDC.14.8 Finishing of Concrete : The finishing of concrete surface shall be as per item Gen/C/0.17of StdSpcf. Book of MIDC .14.9 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. Forspecifications for these the appropriate clauses of item Gen/C/0of Std Spcf. Book of MIDC shall bereferred.14.10 Curing : As per item Gen/C/0.14of Std Spcf. Book of MIDC .14.11 Item to Include : This item for providing Cement Concrete with specified mix proportion orspecified grade, at specified locations with initial lift of ± 5 m above or below ground level includes allingredients of concrete i.e. water, cement, fine and coarse aggregates, all transportation, dewatering, toolsand plants, all taxes, loyalties, labour, formwork, testing, curing etc. complete. The provision ofreinforcement steel is not included in this item.14.12 Mode of Measurement and Payment : The measurements of the concrete laid shall be taken onvolumetric basis in cum. The openings shall be deducted. The unit rate of concrete per cum of specifiedproportion includes all the items. For more details regarding mode of measurement and payment pleaserefer item Gen/C/0.2of Std Spcf. Book of MIDC5 .

Providing and fixing in position reinforcement of all dia for RCC piles, pile caps, footings, foundations,slabs, columns, beams, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. asper detailed designs, drawings and schedules including cutting, bending, hooking the bars, binding withwires or tack welding and supporting as required at all locations and height all labour and materialstesting etc. complete.

15

Tor Steel Bars.15.1

Specification:

15.1 General : The item pertains to providing and fixing in position reinforcement of all dia for RCCpiles, pile caps, footings, foundations, slabs, columns, beams, canopies, staircase, newels, chajjas, lintelspardis, copings, fins, arches etc..15.2 Material : The reinforcement shall be of Mild Steel, Tor Steel bars, TMT bars or CRS - TMT bars asindicated on the drawings. The material shall conform to item Gen/C/0.2.5 of Std Spcf. Book of MIDC.15.3 Construction : Contractor shall provide the reinforcement bars of or steel or mild steel of specifieddia. at locations in numbers or at spacings, as per detailed designs, drawings and schedules includingcutting, bending, hooking the bars, binding with wires or tack welding and supporting as required at alllocations and height. The work shall be carried out as specified in Gen/C/0.2.5 of Std Spcf. Book ofMIDC .


The reinforcement shall be got checked by the Engineer-in-charge or his representative before concreting.The contractor shall provide and fix in position any additional reinforcement, if directed, in addition to thereinforcement shown on drawing.15.4 Item to Include : The item includes all the material of reinforcement bars, binding wires, weldingrods and labour and tools and equipment for cutting, bending welding, testing charges etc. complete as perdrawings and as directed by the Engineer-in-charge. 9.5 Mode of Measurement and Payment : Themeasurement of the reinforcement bars shall be taken in metric tons. The measurement shall be takenaccording to item Gen/C/0.25.2of Std Spcf. Book of MIDC .

Providing and applying cement based paint conforming to IS:5410-1990, two coats over primer or asper manufacturers direction including scrapping, removing including rubbing down old cement basepaint scaffolding, curing etc. complete in any shade.

16

Specification:

16.1 General : The item pertains to providing and applying cement based paint of approved colour to oldor new plastered or masonry surfaces for the specified number of coats.16.2 Material : The cement paint shall be (conforming to IS:5410) of approved brand and manufacturer.The cement paint shall be brought to the site of work by the contractor in its original containers is sealedcondition. The material shall be brought in at a time in adequate quantities to suffice for the whole workor at least a fortnight’s work. The materials shall be kept in the joint custody of the Contractor and theEngineer-in-Charge. The empties shall not be removed from the site of work till the relevant item of thework has been completed and permission obtained from the Engineer-in-Charge. Empties shall beproperty of the contractor.16.3 Scaffolding :1. Wherever scaffolding is necessary, it shall be erected on double supports tied together by horizontalpieces, over which scaffolding planks shall be fixed. No bullies, bamboos or planks shall rest on or touchthe surface.2. Where ladders are used, pieces of old gunny bags shall be tied on their tops to avoid damage orscratches to walls.16.4 Preparation of Surface : For New work, the surface shall be thoroughly cleaned of all mortardropping, dirt dust, algae, grease and other foreign matter by brushing and washing. Pitting in plaster shallbe made good and a coat of water proof cement paint shall be applied over patches after wetting themthoroughly.16.5 Cement Primer Coat : Cement primer coat is used as a base coat on wall finish of cement, lime orlime cement plaster or on asbestos cement surfaces before oil emulsion distemper paints are applied onthem. The cement primer is composed of a medium and pigment which are resistant to the alkalis presentin the cement, lime or lime cement in wall finish and provides a barrier for the protection of subsequentcoats of oil emulsion distemper paints.The cement primer shall be applied with a brush on the clean dry and smooth surface. Horizontal strokesin both directions shall be given first and vertical strokes in both directions shall be applied immediatelyafterwards. This entire operation will constitute one coat. The surface shall be finished as uniformly aspossible leaving no brush marks. It shall be allowed to dry for at least 48 hours, before oil emulsion paint


is applied.16.6 Preparation of Mix : Cement paint shall be mixed in such quantities as can be used up within anhour of its mixing as otherwise the mixture will set and thick, affecting flow and finish. Cement paintshall be mixed with water in two stages. The first stage shall comprise of 2 parts of cement paint and onepart of water stirred thoroughly and allowed to stand for 5 minutes. Care shall be taken to add the cementpaint gradually to the water and not vice versa. The second stage shall comprise of adding further one partof water to the mix and stirring thoroughly to obtain a liquid of workable and uniform consistency. In allcases the manufacture’s instructions shall be followed meticulously. The lids of cement paint drums shallbe kept tightly closed when not in use, as by exposure to atmosphere the cement paint rapidly becomes airset due to its hygroscope qualities. In case of cement paint brought in gunny bags, once the bag is opened,the contents should be consumed in full on the day of its opening. If the same is not likely to be consumedin full, the balance quantity should be transferred and preserved in an airtight container to avoid itsexposure to atmosphere.16.7 Application :1. The solution shall be applied on the clean and wetted surface with brushes or spraying machine. Thesolution shall be kept well stirred during the period of application. It shall be applied on the surface,which is on the shady side of the building so that the direct heat of the sun on the surface is avoided. Themethod of application of cement paint shall be as per manufacturer’s specification. The completed surfaceshall be watered after the day’s work.2. The second coat shall be applied after the first coat has been set for at least 24 hours. Before applicationof the second or subsequent coats, the surface of the previous coat shall not be wetted.3. For new work, the surface shall be treated with three or more coats of water proof cement paint asfound necessary to get a uniform shade.4. For old work, the treatment shall be with one or more coats as found necessary to get a uniform shade.5. After painting the surface shall be sprinkled with water for 7 days for curing of the paint.16.8 Precaution : Water proof cement paint shall not be applied on surfaces already treated with whitewash, colour wash, distemper dry or oil bound, varnishes, paints etc. It shall not be applied on gypsum,wood and metal surfaces.16.9 Protective Measures : Doors, windows, floors, article of furniture etc. and such other parts of thebuilding not to be white washed, shall be protected from being splashed upon. Splashing and droppings, ifany shall be removed by the contractor at his own cost and the surfaces cleaned. Damages if any tofurniture of fittings and fixtures shall be recoverable from the contractor.16.10 Item to Include : Item includes all labour, material, equipments such as brushes, scrappers, polishpapers etc., scaffolding, cleaning of the area etc. complete as per the specifications. The item also ncludesremoving nails, marking good holes, cracks, patches etc., curing the painted surface for a period of 7 daysafter final coat.16.11 Mode of Measurement and Payment:1. Length and breadth shall be measured correct to a cm. and area shall be calculated in m2 correct to twoplace of decimals.2. Corrugated surfaces shall be measured flat as fixed and the area so measured shall be increased by thefollowing percentages to allow for the girthed area.Corrugated asbestos cement sheet 20% Semicorrugated asbestos cement sheet 10%3. Cornices and other such wall or ceiling features, shall be measured along the girth and included in the


measurements.4. Work on old treated surfaces shall be measured separately and so described.The contract rate shall be per sqm area painted including all material and labour involved in all theoperations described above.

Providing watch and ward arrangements comprising of services of 5 No. of security guards, 1 No. ofsecurity supervisor, 2 Nos. of gunmen in three shifts for all days on monthly basis for watch and wardarrangements at Chinchpada in Kalwa Block for protection of vacant land for a period of one year or tillthe allotment of land whichever is earlier including Service Tax and Labour Cess etc. complete.

17

Specification:


List of Amended Documents

Sr. No. Document Name

1 Value Added Tax (VAT) Act and Contract Labour, Income Tax Clause



Item Specification

Work Name: TTTC Indl. Area Roads... Construction of UCR Masonry Compound Wall with 1.5 m

height Chain Link Fencing and M. S. Entrance Gate for vacant MIDC land at Chinchpada and

Yadav Nagar and Providing Watch and Ward Arrangement round the clock throughout the year.

(IVth Call)

Sub Estimate: M & R to water supply scheme for Dhule Indl.area....Providing DDF Feeder for

Power supply at Pure water pumping station & WTP Dhule.

1 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 all lifts,

stacking or spreading as directed, bailing of 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.

Specification:

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-in-

charge 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 cross-sectional 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 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

recorded 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.

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. All lifts for excavation are covered by this item.

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.

2 Excavation for trenches, pits, pipelines, foundations, column footings, walls etc. in soft rock

and boulders between 0.03 TO 0.30 Cu.M. in size for all depths including removing the excavated

materials upto a distance of 50 M beyond the edges of trenches / pits etc. breaking the boulders

into 225 mm size rubble including stacking the same (rubble as well as soft rock) and / or

spreading as directed, bailing out water if any, preparing the bed for foundations & necessary back

filling the excavated pit / trench as directed by Engineer-in-charge all labour and materials

complete.

Specification:

2.1 General : The item refers to the excavation, in soft rock and boulders between 0.03 and 0.30

cum size. The excavation shall be for trenches, for pipelines, pits, foundations, column footings,

walls etc. and may be in wet or dry, in soft rock, and similar other material.

2.2 Site Preparation : As per Item No.Gen/A/1.2 of Std Spcf. Book of MIDC. Site preparation may

not be required if the classified layer lies below the item of excavation in soils classified as per Item

No.Gen/A/1 of Std Spcf. Book of MIDC.

2.3 Excavation : As per Item No.Gen/A/1.3 of Std Spcf. Book of MIDC. The contractor shall

excavate and remove all the material from the marked area of excavation by using labour, tools

and equipments most suitable for excavation of soft rock in wet or dry condition.

2.4 Foundation Preparation : In this classified strata, the foundation for column footing and for

structural components such as wall may be provided. Also the foundations for rafts, embedment of

pipelines for water supply or drainage or gas may be laid in this type of classified soft rock. The

foundation shall be cleared of all loose material and shall be dressed by chiselling to the correct

line and level. 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/passes

the depth of excavation to lay foundation and record the dimensions and elevations and types soils

of the foundation pit, trench excavated.

2.5 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 may be stipulated according to which excavation has to be carried out and

shall be paid.

2.6 Disposal of Excavated Material : The boulders obtained during the excavation shall be

broken into the rubble of size of about 225 mm. This rubble shall be stacked in measurable hips

and at locations, as directed, within the initial lead of 50 m from the edges of excavation as

directed. The rubble shall be disposed off by the contractor at his cost if it is not usable as certified

by the Engineer-in-charge.





bypass arrangements to avoid entering of water in the excavation at his own cost. The drained





removed at contractor’s cost.

2.9 Backfilling : After excavation is completed, measurements recorded Maharashtra Industrial

Development Corporation by the Engineer-in-charge and the foundation raft and masonry/structure

there on 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.







2.11 Item to Include : As per Item No.Gen/A/1.11 of Std Spcf. Book of MIDC, but for soft rock

classified material. All lifts for excavation are covered by this item. The item also include breaking

boulders into rubble of 225 mm and stacking within lead of 50 m.






the rate as per the contract agreement. Deductions for voids shall be made @ 40% if quantity paid

on stack measurements. The size of stacks shall be 3.0 m X 2.0 m X 1.0 m size preferably.

3 Excavation for trenches, pits for pipe lines, foundations, column footings, drainage lines etc in

hard rock, manjarya rock & laterite by chiselling, wedging, line drilling etc. including trimming and

levelling the bed, removing the excavated materials upto a distance of 50 M beyond the edges of

trenches / pits including all lifts, stacking as directed, de-watering back filling in layers, watering

ramming etc. as required or as directed by Engineer In Charge, all labour and materials complete.

Specification:

3.1 General : This item pertains to excavation in Hard rock of Laterite, Manjarya or of similar type

without blasting. When local conditions prevent the use of blasting, excavation shall be done by

chiselling, wedging or line drilling or as specified by the Engineer-in-Charge.

3.2 Site Preparation : Site preparation may not be required if the classified layer lies below the

item of excavation in soils and soft rock classified as per Item No.Gen/A/1 and Gen/A/3of Std Spcf.

Book of MIDC respectively. However if rock is exposed the same will have to be arranged as per

Item No.Gen/A/1 of Std Spcf. Book of MIDC.

3.3 Excavation : The contractor shall excavate the hard rock by chiselling, wedging or line drilling

or as specified in the contract or as directed by the Engineer-in-Charge, as required and as and

remove all the material from the excavated area by using labour, tools machinery and equipments

most suitable for excavation of hard rock by chiselling wedging and line drilling, in wet or dry

condition. The most suitable method to be adopted shall be got approved from the Engineer-in-

charge. The contractor may be permitted to use expanding compounds like “Acconex” or

equivalent in case he desires at no additional cost. Such use shall be permitted on case-to-case

basis and shall be carried out as per manufacturers instructions. In special cases excavation may

be carried out by using heating techniques. Contractors shall have to take all precautions

regarding fire and other hazards.

3.4 Foundation Preparation : In this classified strata, the foundation for column footing and for

structural components such as wall may be provided. Also the foundations for rafts, embedment of

pipelines for water supply or drainage or gas may be laid in this type of classified soft rock. The

foundation shall be cleared of all loose material and shall be dressed by chiselling to the correct

line and level. 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/passes

the depth of excavation to lay foundation and record the dimensions and elevations and types soils

of the foundation pit, trench excavated

3.5 Pay Slopes : Normally for excavation in hard rock pay slopes are not necessary. However in

respect of deep foundation pay slopes may be stipulated according to which excavation shall be

carried out and paid for.

3.6 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 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.





bypass arrangements to avoid entering of water in the excavation at his own cost. The drained





removed at contractor’s cost.

3.9 Backfilling : After excavation is completed, measurements recorded by the Engineer-in-

charge and the foundation raft after construction of masonry/structure 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.







3.11 Item to Include : Excavation of trenches in hard rock of laterite or Manjarya type classified

material. The cost of drilling holes and use of expanding material or heating process, with all

labour, material and tools and equipments and responsibility are included in the contract rate of

this item. All lifts for excavation are covered by this item.






the rate as per the contract agreement. Deductions for voids shall be made @ 40% if quantity paid

on stack measurements. The size of stacks shall be 3.0 m X 2.0 m X 1.0 m size preferably.

3.1 Hard Rock

Specification:

4 Supplying and stacking at work site 225 mm size trap stone rubble for soling up to 10 km lead

including all taxes and royalty.

Specification:

4.1 General : The item provides the supply of stone rubble of 225 mm size and stacking at theroad side including obtaining the rubble from approved sources, conveying to the site of workincluding all the lifts and leads upto 10 km. 4.2 Material : Rubble shall be obtained from the approved quarries as specified below: 4.2.1 Quarries : The contractor may obtain the rubble of the approved quality to the extentrequired for the work from approved and authorised quarries. He shall, however, obtain thenecessary permissions from the competent authorities, pay royalties and be liable to paycompensation for any damage caused to the quarries or the land or property either deliberately orthrough negligence or otherwise, or from waste of materials in obtaining the requisite quantity ofrubble. Blasting, if required, shall be done with utmost care according to specification by obtainingnecessary permission for blasting operation from the competent authorities and the contractor shallbe fully responsible for all accidents and compensations resulting there for. The contractor shallmake his own arrangement for to supply rubble of approved by the Engineer-in-Charge. Thecontractor shall be fully responsible for any and all compensations to be paid as royalty, rents,octroi & duties or damages to properties and injuries to persons etc., caused in obtaining therubble. No claim on account of any obstruction caused in collection of materials or difficulties oraction arising out of quarrying in private land shall be entertained and MIDC will remainindemnified with regard to such action and payment. Quarrying shall be done only from soundportions of approved quarries, the disintegrated and weathered portions of rock being rejected. Norubble shall be obtained from within the road land unless so permitted in writing by the Engineer-in-Charge. 4.2.2 Rubble : Quality : The rubble of the trap stones shall be hard, tough sound, durable, dense, clean, of close

texture and free from unsound material, cracks, decay and weathering. The water absorption shallbe as low as possible but not more than 2 per cent. They shall generally be broken rubble. Size : The shape of the stones shall be as regular as can be obtained by quarrying without attemptat shaping or dressing. They shall be sufficiently flat bedded. The stone shall be broken with thesmallest dimensions equal to the 225 mm thickness of soiling. The length and breadth should notgenerally exceed twice its thickness. Before starting collection, the contractor shall get a sampleconforming to the required quality shape and size approved from the Engineer-in-Charge who willpreserve it in his site office for reference. 4.3 Conveyance to Site : Materials shall be brought to site sufficiently in advance of construction.The contractor shall be responsible to see that vehicles used for transporting materials do not dropany of the contents on the road and thus cause nuisance to traffic. The contractor shall also beresponsible for any damage or accident arising out of any such material falling on the road orelsewhere and shall attend to all complaints in this regard. The Engineer-in-Charge may order theremoval of such materials at the expenses of the contractor in case of negligence. Vehiclesconveying or delivering materials shall not obstruct traffic. All lifts and leads upto 10 km is includedin the rate for the item. Once the material is brought to site of work, the contractor shall beresponsible for safety of the material. In case of theft and damages to the material is noticed, equalquantity shall be replaced as per the specifications without any extra claims and costs. 4.4 Stacking : The rubble shall be stacked uniformly along the roadside or as directed in regularstacks of 6m X 3m X 1 m unless other sizes are ordered by the Engineer-in-Charge. The stackingshall be done only after the quality, shape and size of the rubble are approved. The stacks shall bemade without appreciable hollows without making special efforts to hand-pack the material. Thestacks shall be free of earth, rubbish, vegetation and shall conform size specified. One stack ineach unit section may be of different length, if necessary, to make up the total quantity in thatparticular section. Low and wide stacks with outer retaining walls and the center filled in looselyshall not be permitted. The material shall be stacked entirely clear of the carriage way and as far apossible beyond the side widths and the side drains, on even ground or in the absence of sucheven ground the platforms prepared in advance for the purpose by the contractor at his cost. If nosuch land is available, the width of the stack may be reduced and the stacks may be laid on theside widths with the approval of the Engineer-in-Charge. Such stacks shall be protected from beingdisturbed. Necessary precautions to provide barricading, signs and signals shall invariably betaken, the contractor being responsible for any accident, injury and compensation due to hisnegligence in this respect. On hill roads material shall be stacked only at places on the side of theroad as directed, without interfering drainage flow and traffic. The Engineer-in-Charge may, ifrequired, get the stacks coming in the way of or obstructing the traffic, removed at the cost of thecontractor and the contractor shall not be entitled to claim any loss or damage to the materials onthat account. The stacking operations shall be started at the point farthest from the quarry andcarried towards the nearest point. The stacks shall not be laid at such places where they are likelyto be damaged on account of the traffic, washing out by rains or floods or drainage, slides of thebanks or the slopes of cutting. The contractor without extra claims shall make any loss on accountof these or such other reasons good. As far as possible the rubble shall be stacked evenly on oneside of the road only and in such quantities per unit length as will be required for that particularlength or as ordered by the Engineer-in-Charge. 4.5 Special Points : The contractor shall be responsible for obtaining consent of owners ofquarries and lands, payment of royalties, fees, rents, taxes, octroi & duties etc. compensation dueto injuries to persons or damages to property in any way connected with the execution of this itemand for loss of materials due to improper stacking etc. And shall make good the losses withoutextra claims. The contractor shall also responsible for the blasting operations required for obtainingthe rubble. 4.6 Item to Include : (1) Obtaining rubble of approved quality, shape and size by blasting if required and payment ofroyalties, fees, rents, octroi, duties etc. where necessary. (2) Conveying to roadside including all leads and lifts specified in the item.

(3) Stacking. (4) All sorts of compensations involved in the execution of the item. (5) Opening up of new quarries or reopening old ones including removal of overburden. 4.7 Mode of Measurement and Payment : The contract rate shall be for one cubic meter ofrubble supplied at site in stacks of approved size. When the rubble stacking in instructed in to be ofuniform size, smallest stack may be chosen in the particular km or unit section and measured forits length, breadth and depth. The cubic contents of this stack shall be multiplied by the number ofsuch stack in the km or unit section to arrive at the quantity in the particular km or unit section. TheEngineer may measure any other heaps also for verification. When the sizes of stacks are notuniform, each stack shall be measured individually. The dimensions shall be measured correct totwo places of decimal of a meter and quantity worked out correct to two places of decimals of acubic meter. If there is reason to believe that the stacks are very loose and are having unduly largehollows and or materials not satisfying the specifications, the stacks may be got opened andrestacked properly after removing the inferior material by the Engineer-in-Charge at the cost of thecontractor. The measurements of such a stack shall then be taken and if they are less than thoseof a normal heap, the quantity of the restacked stack shall be multiplied by the no. of stacks toarrive at the quantity in the particular unit or length. No deduction shall be made for voids. 4.1 Quarry rubble Specification: 5 Laying in compact layer rubble duly hand packed for soling in 225 mm layer to requiredcamber and gradient including filling in the interstices with stone chips, spalls and oversize metal(quantity excluding oversized metal). Specification:

5.1 General : The item provides the labour work for laying rubble soling of 225 mm thickness of

stones over the subgrade to proper section and hand packing the rubble chips to the required line,

curve, grade and section.

5.2 Material : The rubble to be used for soling work, shall be freshly quarried and supplied by the

contractor or obtained from cutting. The spalls and chips as obtained while breaking the rubble

shall be used of breaking oversize/size metal.

5.3 Soling work :

5.3.1 Laying Soling : Before commencement of soling work it should be ensured that sub grade,

finished embankment/cutting is with specified camber and gradients. The rubble shall be laid with

the largest face downwards and interlocked with each other. The stones shall break joint. The full

layer of the soling shall generally be made with one stone only. The junction of the old and the new

road shall be diagonal in plan and the soling shall be in level with the corresponding course of the

old road. The width of the soling shall be about 30 cm more than that of the road width as specified

in the plans or directed by the Engineer-in-Charge. The thickness of soling shall be uniform

camber should not be adjusted providing rubble of differential depths.

5.3.2 Hand Packing : The soling shall be hand-packed by wedging and packing with oversize

metal, chips, spalls in the joints of the soling and driving them by hammers in place to fill the voids.

The soling shall be laid and hand packed true to camber grade and sections and these shall be

often checked by boning rods, template boards and finish line etc. the grades, sections etc., of the

soling shall correspond to those of surfacing coming on it. The soling shall be finished by knocking

out projecting stones and filing depressions by chips to come up to the grade and camber.

5.4 Item to Include : All labour, tools and equipment for conveying the rubble from stacks on the

roadside and laying the soling to the required line, curve grade and section including clearing,

sectioning, dressing grades and section and hand packing with oversize metal.

5.5 Mode of Measurement and Payment : The contract rate shall be for one cubic meter of soling

laid hand packed and finished of specified thickness. No deduction shall be made for voids. 6 Supplying 50 mm to 75 mm trap stone oversize metal at the road side including, conveyingand stacking etc. complete including all taxes and royalty and lead up to 10 km. Specification: 3.1 General : The item provides the supply of specified type of stone metal 50 mm to 75 mmoversize at the roadside including obtaining the rubble from approved sources and quality andhand breaking to size, conveying to the site of work, including all lifts and leads upto 10 km and stacking in regular stacksas specified. 3.2 Material : Metal shall be obtained from the approved quarries as specified below : 3.2.1 Quarries : The contractor shall obtain the metal of the approved quality to the extentrequired for the work from the approved and authorized quarries out of approved quality rubble. Heshall, however, obtain the necessary permissions from the competent authorities, pay royalties,duties and if applicable octroi and be liable to pay compensation for any damage caused to thequarries or the land or property and adjoining properties either deliberately or through negligenceor otherwise, or from waste of materials in obtaining the requisite quantity of rubble. Blasting, ifrequired, shall be done with utmost care according to specification by obtaining necessarypermission for blasting operation from the competent authorities and the contractor shall be fullyresponsible for any accidents and compensations resulting there from. Alternatively, the contractorshall make his own arrangement for supply of hand broken metal approved by the Engineer-in-Charge. The contractor shall be fully responsible for any and all compensations to be paid asroyalty, rents, octroi and duties or damages to properties and injuries to persons etc., caused inobtaining the metal. No claim on account of any obstruction caused in collection of materials ordifficulties or action arising out of quarrying in private land shall be entertained and MIDC willremain indemnified with regard to such action and payment. Quarrying shall be done only fromsound portions of approved quarries, the disintegrated and weathered portions shall be rejected.The payment of royalty shall be made by the contractor and no reimbursement from MIDC isadmissible. 3.2.2 Metal : Quality : The metal of the trap stones shall be hard, tough, sound, durable, dense, clean, of closetexture and free from unsound material, cracks, decay and weathering. Their water absorptionshall be as low as possible but not more than 2 per cent. They shall generally be hand brokenmetal. The physical test on metal shall be conducted by Engineer-in- Charge. The cost of suchtesting shall be inclusive in unit rate of Item. Size : The shape of the stone metal shall be regular The stone shall be broken with the smallestdimensions equal to the 50 mm thickness of oversize metal. The longest dimension shall not bemore than 75 mm. Before starting collection, the contractor shall get a sample conforming to therequired quality shape and size approved from the Engineer-in-Charge who will preserve it in hissite office for reference. The size of the metal shall be between 50 to 75 mm. 3.3 Conveyance to Site : Materials shall be brought to site for construction. The contractor shallbe responsible to see that vehicles used for transporting materials do not drop any of the contentson the road and shall not cause nuisance to traffic. The contractor shall also be responsible for any

damage or accident arising out of any such material falling on the road or elsewhere and shallattend and settle to all complaints in this regard. The Engineer-in-Charge may order the removal ofsuch materials at the expenses of the contractor in case of negligence. Vehicles conveying ordepositing materials shall not obstruct traffic. All leads upto 10 km and lifts included in the rate forthe item. 3.4 Stacking : The metal shall be stacked uniformly along the roadside or as directed in regularstacks of 3 m X 2 m X 1 m unless other sizes are ordered by the Engineer-in-Charge. Stackingshall be done only after the quality, shape and size of the metal are approved. The stacks shall bemade without appreciable hollows without making special efforts to hand-pack the material. Thestacks shall be free of earth, rubbish, vegetation, inferior or oversize or undersize material. Onestack in each unit section may be of different length if necessary to make up the total quantity inthat particular section. Low and wide stacks with outer retaining walls and the center filled inloosely shall not be permitted. The material shall be stacked entirely clear of the carriage way andas far as possible beyond the side widths and the side drains, on even ground or in the absence ofsuch even ground the platforms prepared in advance for the purpose by the contractor at his cost.If no such land is available, the width of the stack may be reduced and the stacks may be laid onthe side widths with the approval of the Engineer-in-Charge. Such stacks shall be protected frombeing disturbed. Necessary precautions to provide barricading, signs and signals shall be taken,the contractor being responsible for any accident, injury and compensation due to his negligence inthis respect. On hill roads material shall be stacked only at places where narrow width and stackedon the side of the road as directed without interfering with free drainage. The Engineer-in-Chargemay, if required, get the stacks coming in the way of or obstructing the traffic, removed at the costof the contractor and the contractor shall not be entitled to claim for any loss or damage to thematerials on that account. The stacking operations shall be started at the point farthest from thequarry and carried towards the nearest point. The stacks shall not be laid at such places wherethey are likely to be damaged on account of the traffic, washing out by rains or floods or drainage,slides of the banks or the slopes of cutting. The contractor without extra claims shall make any losson account of these or such other reasons good. As far as possible the metal shall be stackedevenly on one side of the road only and in such quantities per unit length as will be required forthat particular length or as ordered by the Engineer-in-Charge. 3.5 Special Points : The contractor shall be responsible for obtaining consent of owners ofquarries and lands, payment of royalties, octroi and duties, fees, rents, taxes etc. compensationdue to injuries to persons or damages to property in any way connected with the execution of thisitem and for loss of materials due to improper stacking etc., and shall make good the losseswithout extra claims. The contractor shall also be responsible for the blasting operations requiredfor obtaining the rubble. 3.6 Item to Include : 1) Obtaining metal of approved quality, shape and size from quarry metal, boulder metal, Lateritemetal and making payment of royalties, taxes, fees, rents, octroi and duties etc 2) Conveying to roadside including leads upto 10 km and all lifts. 3) Stacking. 3.7 Mode of Measurement and Payment : The contract rate shall be for one cubic meter of metalsupplied at site in stacks of approved size. When the metal is specified to be stacked in stacks ofone uniform size, smallest stack may be chosen in the particular km or unit section and measuredfor its length, breadth and depth. The cubic contents of this stack shall be multiplied by the numberof such stacks in the km or unit section to arrive at the quantity in the particular km or unit section.The Engineer-in-Charge may measure any other stacks also for verification. When the sizes ofstacks are not uniform, each stack shall be measured individually. The dimensions shall bemeasured correct to two places of decimal of a meter and quantity worked out correct to twoplaces of decimals of a cubic meter. If there is reason to believe that the stacks are very loose andare having unduly large hollows and or materials not satisfying the specifications, the stacks maybe got opened and restacked properly after removing the inferior material as directed by theEngineer- in- Charge by the contractor at his cost. The measurements of such a stack shall then

be taken and if they are less than those of a normal heap, the quantity of the restacked stack shallbe multiplied by the no. of stacks to arrive at the quantity in the particular unit or length. Nodeduction shall be made for voids. Metal shall not be used until the full quantity is collected in kmor particular unit and measured. All stacks measured shall be marked with lime wash bands todistinguish them to avoid double measurement. If the material is found to be of inferior quality or ofsize not satisfying the requirements, the same shall be rejected summarily. All labour, materialsetc. required for measuring, restacking, checking, lime washing, etc. shall be at the cost ofcontractor. 6.1 Quarry metal. Specification: 7 Spreading in compact layers oversize and size metal to the required camber and gradient. Specification:

7.1 General : This item provides to the labour work for spreading the oversize or size metal and

spreading it for the road crust.

7.2 Material : The oversize and size metal shall be supplied and stacked by the contractor, or

metal obtained by breaking rubble broken and stacked by the contractor available from cutting or

rubble supplied by MIDC from other sources.

7.3 Spreading Metal : Before commencement of spreading oversize metal it should be ensured

that finished embankment/cutting is with proper camber and gradient. The metal shall be clean and

then spread evenly over the rolled rubble-soling surface or on any formation by giving a twisting

motion of the basket at the time of spreading. In order to ensure that the metal is spread to the

exact width on either sides, V groove is excavated. To ensure the correct thickness, the road area

shall be suitably marked so as to receive the contents of one stack for the specified thickness in

the area marked. The unevenness and undulations after the spreading shall be checked by

camber boards and line for the camber and grade at intervals of every 10 meters. The edge line

shall be ranged for a sufficiently long length to obtain straight lengths and on curves marking outer

and inner edges of curves. The sides of the metal shall be held by bunds of murum to prevent

metal from spreading if side widths are not provided at the time. These bunds shall be of such

depth as to support the metal. The junction of the existing road and the new construction shall be

diagonal in plan. Between the straight lengths and curves and at the meeting points of convex and

concave portions of reverse curves the change in the camber shall made very gradually as

directed by the Engineer-in-Charge. The thickness of spread oversize/size metal shall be uniform

through out width of road camber should not be adjusted by spreading oversize/size metal of

differential depths.

7.4 Item to Include : Conveying the metal from the road side, stacks and spreading evenly to the

required depth, width and section. All labour tools and equipment required for the satisfactory

completion of the item.

7.5 Mode of Measurement and Payment : The quantity spread shall be calculated by deducting

the quantity in balance on site from the total collection existing on the roadside before spreading is

started. The quantity on site shall be checked before spreading. The contract rate shall be for

spreading one cubic meter of metal from collected stacks as per direction of Engineer-in-Charge. 8 Providing and laying in position plain cement concrete using granite or black trap graded metalincluding mixing in a mechanically operated mixer, dewatering, compacting, curing as requiredcomplete 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. Specification: 8 General : The item pertains to providing and laying in position Plain Cement Concrete (PCC) ofspecified proportion. The work includes providing all material, mixing, compacting, curing,shuttering, dewatering etc. complete up to lift of ± 5 m. 8.2 Material: 1. Cement : Ordinary Portland Cement (OPC) as specified at item Gen/C/0.2.1of Std Spcf. Book ofMIDC . 2. Fine Aggregate (Sand) : specifications shall conform to item Gen/C/0.2.2 of Std Spcf. Book ofMIDC . 3. Coarse Aggregate : specifications shall conform to item Gen/C/0.2.3 of Std Spcf. Book of MIDC.Grading and maximum size of coarse aggregate shall be as specified in the drawing. Normally themaximum 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 of Std Spcf. Book of MIDC. 8.3 Mix Proportion and Mixing : The mix proportion as specified on the drawing, separately foreach component shall be provided. For detailed specifications refer to item No.Gen/C/0.5of StdSpcf. Book of MIDC . 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 of Std Spcf.Book of MIDC. 8.4 Formwork and Scaffolding : Formwork shall be provided for giving the desired shape andsizes for the PCC as per the drawings. The specifications shall conform to item Gen/C/0.19.7. Thestriping time also shall be as specified in the item. The scaffolding shall be normally provided ofsteel tubes. The specifications for scaffolding also shall conform to item Gen/C/0.19.8 of Std Spcf.Book of MIDC. 8.5 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 carriedout as explained in item Gen/C/0.15 of Std Spcf. Book of MIDC . 8.7 Inspection & Testing of Structure : As per the contract conditions inspection & testing of astructure shall be carried out in accordance with item Gen/C/0.16 of Std Spcf. Book of MIDC 1.8 Finishing of Concrete : The finishing of concrete surface shall be as per item Gen/C/0.17 of StdSpcf. Book of MIDC . 8.9 Special Features : Special requirements such as Architectural shapes finishes, Expansionjoints, Construction joints, Water stops, grouting, etc. shall be provided as shown on drawing/s andas directed by Engineer in Charge. For specifications for these the appropriate clauses of itemGen/C/0 shall be referred. 8.10 Curing : As per item Gen/C/0.14 of Std Spcf. Book of MIDC. 8.11 Item to Include : This item for providing Plain Cement Concrete (PCC) with specified mixproportion 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. 8.12 Mode of Measurement and Payment : The measurements of the concrete laid shall betaken on volumetric basis in cum. The openings shall be deducted. The unit rate of concrete percum of specified proportion includes all the items as explained in Gen/C/0.25 of Std Spcf. Book ofMIDC. 8.1 With Natural Sand Specification: 8.1.1 In 1:3:6 proportion. Specification: 8.1.2 In 1:2:4 proportion. Specification: 9 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stone upto +/- 5 mabove / below plinth level or ground level in foundation and plinth including dewatering, striking outjoints on exposed faces, curing, scaffolding etc complete (not less than 35% of mortar to be used) Specification:

9.1 General : The item pertains to providing UCR masonry in foundation and plinth and stone

masonry works shall comply with all requirements of IS : 1597-1992 with relevant clause.

9.2 Material : As per item Gen/E/0.1 of Std Spcf. Book of

MIDC

9.3 Cement Mortar : Cement mortar of the specified proportion shall be prepared as per item

Gen/E/0.2 of Std Spcf. Book of MIDC.

9.4 Staging/Scaffolding : Normally for foundation and plinth work no staging and scaffolding

required. However if required it shall be as per item Gen/E/0.3of Std Spcf. Book of MIDC .

9.5 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. Embedments and fixtures as specified in the drawings shall be

provided as per item Gen/E/0.4 of Std Spcf. Book of MIDC .

9.6 Construction of Masonry : Construction of UCR as per item Gen/E/0.5.1 of Std Spcf. Book of

MIDC. Stone dressing, laying, Hearting stones, bond stones, chips insertion, quoins, masonry

joints etc shall also conform to the item Gen/E/0.5.1of Std Spcf. Book of MIDC

9.7 Curing : As per item Gen/E/0.6of Std Spcf. Book of MIDC .

9.8 Item to Include : The item includes providing all materials for masonry construction, 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.

9.9 Mode of Measurement and Payment : As per item Gen/E/0.7 of Std Spcf. Book of MIDCand

shall be made on cubic meter basis on the volume of work done, to be measured as per IS: 1200. 9.1 Using 1:6 cement mortar. Specification: 10 Providing cement pointing for stone work using cement mortar 1:3 proportion Specification:

10.1 General : The item pertains to providing cement pointing for stone work using cement mortar 1:3.

10.2 Material :

Cement : As per item GenC/0.2.1 of Std Spcf. Book of MIDC.

Sand : As per item Gen/C0.2.2 .of Std Spcf. Book of MIDC.

Water : As per item Gen/C/0.2.4 of Std Spcf. Book of MIDC.

10.3 Cement Mortar : Cement mortar of the specified proportion of 1:3 shall be prepared as per item Gen/E/0.2 of Std

Spcf. Book of MIDC.

10.4 Preparation of Surface : The joints shall be raked out properly. Dust and loose mortar shall be brushed out.

Efflorescence if any, shall be removed by brushing and scraping. The surface shall then be thoroughly washed with

water, cleaned and kept wet before pointing is

commenced. The joints shall be raked to such a depth that the minimum depth of the new mortar measured from

either the sunken surface of the finished pointing or from the edge of the stone shall not be less than 12 mm.

10.5 Scaffolding : For all exposed stonework or tile work, independent double scaffolding having two sets if vertical

supports shall be provided. The supports shall be sound and strong tied together with horizontal pieces over which

planks shall be fixed. For all other stonework in building, single scaffolding shall be permitted. In such cases, the inner

end of the horizontal scaffolding pole shall rest in a hole provided only in the header course for the purpose. Only one

header for each pole shall be left out. Such holes for scaffolding shall, however, not be allowed in pillars/columns less

than one meter in width, or immediately near the skew backs of arches. The holes left in masonry works for scaffolding

purposes shall be filled and made good before plastering.

Note : In case of special stonework, scaffolding shall be got approved from Engineer-in-charge in advance.

10.6 Application of Pointing and Finishing :

1. The mortar shall be pressed into the raked out joints, with a pointing trowel, either flush, sunk or raised, according to

the type of pointing required. The mortar shall not spread over the corner, edges of surface of the masonry. The

pointing shall then be finished with the proper tool, in the manner described below.

2. Flush Pointing : The mortar shall be pressed into the joints and shall be finished off flush and level with edges of

the stones, tiles or stones so as to give a smooth appearance. The edges shall be neatly trimmed with a trowel and

straight edge.

3. Ruled Pointing : The joints shall be initially formed as for flush pointing and then while the mortar is still green, a

groove of shape and size as shown in drawings or as instructed, shall be formed by running a forming tool, straight

along the centre line of the joints. This operation shall be continued till a smooth and hard surface is obtained. The

vertical joints shall also be finished in a similar way. The vertical lines shall make true right angles at their junctions

with the horizontal lines and shall not project beyond the same.

4. Raised and Cut Pointing : Raised and cut pointing shall project from the wall facing with its edges cut parallel so

as to have a uniformly raised band about 6 mm raised and width 10 mm more as directed.

5. The superfluous mortar shall then be cut off from the edges of the lines and the surface of the masonry shall also be

cleaned off all mortar. The finish shall be such at the pointing is the exact size and shape required and the edges are

straight, neat and clean.

6. The pointing lines shall be truly horizontal and vertical except where the joints are slanting as in rubble random

masonry. Lines of joints from different directions should meet neatly at the junctions instead of crossing beyond.

10.7 Curing : The pointing shall be kept wet for 7 days. During this period it shall be suitably protected from all

damages, and if pointing damages the same shall be rectified by the contractor at his cost, as per above mentioned

procedure.

10.8 Item to Include : The item includes providing all materials for pointing in C.M. 1:3, including transportation,

royalty for material, all labour, tools and plants, machinery and equipments, staging, scaffolding, bailing out water,

curing, testing and construction as per

above specifications etc. complete.

10.9 Mode of Measurement and Payment : The pointing area shall be measured in sqm as per IS 1200.

10.1 Raised and Cut Pointing Specification: 11 Providing sand faced plaster (sponged external) in cement mortar 1:3 in all positionsincluding base coat scaffolding, keeping the surface of base coat rough to receive sand facedtreatment, curing etc. complete Specification:

11.1 General : The item pertains to providing Sand faced plaster in CM 1:3, to external surface or as

directed. All the provisions of item Gen/F/1of Std Spcf. Book of MIDC are applicable except for

providing sand facing as specified below.

11.2 Sand Faced 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. Base Coat : The base coat plaster shall be of cement mortar 1:3. Water proofing compound of

approved make like Pudlo, Sika. Accorproof shall be added according to the maker’s instructions

to make the mortar waterproof. The plaster with this mortar shall be laid as specified with thickness

as specified. Keys shall be formed on the surface by thoroughly combing it with wavy horizontal

lines about 12 mm apart and about 3 mm deep when the mortar is still plastic. The base coat shall

be cured for not less than two days.

2. Sand Faced Plaster : The cement mortar for sand faced plaster shall have approved sand with

slightly larger proportion of coarse material. The proportion of cement to sand shall be 1:3. The

water is added gradually to make the mixture homogeneous. The thickness of finishing coat shall

not exceed 8 mm. After application, the surface should be finished with a wooden float lined with

sponge and trapped gently to retain a coarse surface texture. When the finishing coat has

hardened, the surface shall be kept moist continuously for 14 days.

11.3 Mode of Measurement and Payment : The measurements for sand faced plaster (sponged

external) in C.M. (1:3) for finished area shall be measured in sq. meters and shall be paid at the

contract rate per sq. meter. 11.1 12 mm thick single coat. Specification: 12 Providing and fixing chain link fencing 1.5 m height on MS angle posts of 50 x 50 x 6 mmsize at 2.5 m c/c 1.5 m above ground / coping and 0.30 m embedded in ground / coping in c.c.M15grade of 0.30 m. and at every corner chain link of 50 mm mesh and 10 gauge GI strand wire,including 2 nos. of 12 gauge GI wire at top and bottom with necessary U hooks, nuts and bolts,washers, 3 coats of anticorrosive oil paint to steelwork etc. complete as per drawings, designsand specifications. Specification:

12.1 General : The item Pertains to the providing and fixing chain link fencing 1.5 m. high above

ground, mild steel angle posts as mentioned in the item.

12.2 Material : The chain link shall be of galvanised strand wires of 10 gauge with 50 mm mesh.

At top and bottom of the mesh 2 numbers of 12 gauge GI wire shall be provided. Mild steel 50 x 50

x 6 mm angle posts shall be conforming to relevant IS having length 1.80 m. Cement concrete

shall be of M-10 grade (1:3:6) conforming to IS:456.

12.3 Erection : The M.S. angle bottom shall be out for a length of 100 mm and the sides

bent/splayed at 90°. This will act as hold fast when embedded in C.C. The MS angle posts shall be

fixed at 2.5 m centre to centre including splayed length shall be placed in vertical postion in the pit

in the excavated pit or pocket of 0.3 x 0.3 x 0.35 m size with 0.30 m length of angle. The spacing

may be slightly adjusted if directed by the Engineer-in-charge, so as to have all posts fixed at a

regular interval or the distance may be adjusted in the last bay. The posts shall be held in the

correct position in the pit and cement concrete M-10 grade shall be filled and compacted around

the post. The concrete block shall be cured at least for 7 days. The post shall project for 1.50 m

above the ground and as location of change of alignment. The posts at every 15 m interval and

change at direction shall be supported by 2 Nos. stays of equal section of angle. They shall be

fixed at an angle 450, and be fixed at the top most wire and fixed in M-10 cement concrete at

bottom similar to the other posts. After the concrete has set the chain link in each row shall be

fixed on two posts with staples of U shape with close staples passing through the holes on the

steel posts and strained with straining bolts. In each bay the barbed wire shall also be provided

and fixed cross wise. Except fixing of the chain link shall be fixed to the angle posts with the help of

U-clips, nut bolts etc.

12.4 Finishing : The bottom embedded portion of Angle post shall be painted with 2 coats of

anticorrosive paint before concreting. The exposed faces of angle posts shall be painted with 2

coats of oil paint of approved colour and shade.

12.5 Item to Include : The item includes all labour, tools & equipments and material such as mild

steel angles posts as specified in the item and stays, chain link, cement concrete, staining bolts

nails and staples etc., anticorrosive painting, oil painting of approved make and shed.

12.6 Mode of Measurement and Payment : The measurement shall be for the length from the

outside face of the first post to the last post. The length shall be recorded correct upto 1 cm. The

contract rate shall be per meter length of fencing completed as specified. 13 Providing and fixing in position M.S. Gate with 50 mm diameter MS / GI pipe frame as perapproved design and type, using MS bars, plates and weighing not less than 20 kg/sqm includingproviding and fixing 40 x 12 mm M.S. flat as guide with necessary fixtures, rollers one coat of redoxide primer and two coats of oil painting etc. complete. Specification:

13.1 General : The item pertains to the providing and fixing of Mild Steel gate with MS or GI pipe

frame, as described in the item as per the drawings including hinges, fixtures and painting etc.

completed.

13.2 Material : The mild steel sections shall conform to IS as relevant. The sections shall be of the

dimensions and shapes as shown on the drawings. Standard welding rods shall be used.

13.3 Construction : The fabrication of the gate shall be as per the drawings. The joints shall be

welded as shown on the drawings or as ordered by the Engineer in Charge.

The hinge fiat shall have been embedded in the pillars as indicated on the drawings at specified

heights. There shall be minimum two such hinges to each of the shutters. The hinges shall

comprise of mild steel fiat bent through 180 with a radius sufficient to hold the end vertical bars of

the gate. A square bar piece with cured end shall be used as a spacer and stopper at the time of

fixing. This piece shall be fixed to the flats with nuts and bolts.

The gate shutters shall be fixed on to the hinges and the lower ends of the outer verticals shall be

supported on 1:2:4, cement contract block of 45 cm x 45 cm x 45 cm with its top flush with the

ground or as directed.

The central vertical of the two shutters shall have two rollers, 40 mm 6 mm mild steel flat shall be

bent to the required curvature and fixed with welded pins over 1:2:4 cement concrete bed 15 cm

thick and 10 cm wide perfectly level. The rollers shall roll over these flats.

13.4 Painting : The gate shall be painted with one coat of red oxide and two coats of approved

shade of oil paint.

13.5 Item to Include : The item includes all labour, material, tools and equipments for Fabrication

of gate to the required design, fixing in position with necessary fixtures and painting.

13.6 Mode of Measurement and Payment : The measurements shall be for the net area covered

by the gate, the height being inclusive of the tips and toes of the vertical if extending beyond the

top and bottom rails. The horizontal width shall be measured outside to verticals of side rails. The

dimensions shall be measurement correct upto a cm. and the area calculated correct upto 2

decimals.

The contract rate shall be for one square metre. 13.1 G.I. Gate (‘B’ Class pipes) Specification: 14 Providing and laying in position Cement Concrete for RCC work using granite / black trapmetal including mixing in mechanically operated mixers, compacting by mechanical or manualmeans as may be required and directed by Engineer-In-Charge, including steel or plywoodshuttering, centring, formwork dewatering, for all elements in foundation, plinths, of building works,where reinforced cement concrete is proposed to be used upto +/-5 m from the average groundlevel including all labour and material complete, finishing the surface with 1:3 cement mortar. etccomplete. Specification: 14.1 General : The item pertains to providing and laying in position Cement Concrete of specifiedproportion or by in design mix grade for Reinforced concrete works in foundation or plinth. Thework includes providing all material, mixing, compacting, curing, shuttering, dewatering, etc.complete upto lift of ± 5 m. Providing the reinforcement steel shall be carried out by item No.Gen/C/0.2.5 of Std Spcf. Book of MIDC 14.2 Material : As per item Gen/C/0.2 of Std Spcf. Book of MIDC . 14.3 Mix Proportion and Mixing : As per item Gen/C/0.5 of Std Spcf. Book of MIDC. Forproviding Concrete of specified grade by designing the mix of concrete, please refer tospecifications as per item Gen/C/0.4 and 0.5of Std Spcf. Book of MIDC . The design mix shall begot done from the approved laboratories and got approved by the Engineer-in-charge. 14.4 Formwork and Scaffolding : As per item Gen/C/0.19 . of Std Spcf. Book of MIDC 14.5 Transportation, Placing and Compaction : Specifications shall conform to item Gen/C/0.8ofStd Spcf. Book of MIDC . 14.6 Field Tests : The appropriate field tests as directed by the Engineer-incharge shall be carriedout as explained in item Gen/C/0.15. 14.7 Inspection & Testing of Structure : As per the contract conditions inspection & testing of astructure shall be carried out in accordance with item Gen/C/0.16 of Std Spcf. Book of MIDC. 14.8 Finishing of Concrete : The finishing of concrete surface shall be as per item Gen/C/0.17ofStd Spcf. Book of MIDC . 14.9 Special Features : Special requirements such as Architectural shapes / finishes, Expansionjoints, Construction joints, Water stops, grouting, etc. shall be provided as shown on drawing/s. Forspecifications for these the appropriate clauses of item Gen/C/0of Std Spcf. Book of MIDC shallbe referred. 14.10 Curing : As per item Gen/C/0.14of Std Spcf. Book of MIDC . 14.11 Item to Include : This item for providing Cement Concrete with specified mix proportion orspecified grade, at specified locations with initial lift of ± 5 m above or below ground level includesall ingredients of concrete i.e. water, cement, fine and coarse aggregates, all transportation,dewatering, tools and plants, all taxes, loyalties, labour, formwork, testing, curing etc. complete.The provision of reinforcement steel is not included in this item.

14.12 Mode of Measurement and Payment : The measurements of the concrete laid shall betaken on volumetric basis in cum. The openings shall be deducted. The unit rate of concrete percum of specified proportion includes all the items. For more details regarding mode ofmeasurement and payment please refer item Gen/C/0.2of Std Spcf. Book of MIDC5 . 14.1 In 1:1.5:3 proportion by volume. Specification: 15 Providing and fixing in position reinforcement of all dia for RCC piles, pile caps, footings,foundations, slabs, columns, beams, canopies, staircase, newels, chajjas, lintels pardis, copings,fins, arches etc. as per detailed designs, drawings and schedules including cutting, bending,hooking the bars, binding with wires or tack welding and supporting as required at all locations andheight all labour and materials testing etc. complete. Specification: 15.1 General : The item pertains to providing and fixing in position reinforcement of all dia for RCCpiles, pile caps, footings, foundations, slabs, columns, beams, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc.. 15.2 Material : The reinforcement shall be of Mild Steel, Tor Steel bars, TMT bars or CRS - TMTbars as indicated on the drawings. The material shall conform to item Gen/C/0.2.5 of Std Spcf.Book of MIDC. 15.3 Construction : Contractor shall provide the reinforcement bars of or steel or mild steel ofspecified dia. at locations in numbers or at spacings, as per detailed designs, drawings andschedules including cutting, bending, hooking the bars, binding with wires or tack welding andsupporting as required at all locations and height. The work shall be carried out as specified inGen/C/0.2.5 of Std Spcf. Book of MIDC . The reinforcement shall be got checked by the Engineer-in-charge or his representative beforeconcreting. The contractor shall provide and fix in position any additional reinforcement, if directed,in addition to the reinforcement shown on drawing. 15.4 Item to Include : The item includes all the material of reinforcement bars, binding wires,welding rods and labour and tools and equipment for cutting, bending welding, testing charges etc.complete as per drawings and as directed by the Engineer-in-charge. 9.5 Mode of Measurementand Payment : The measurement of the reinforcement bars shall be taken in metric tons. Themeasurement shall be taken according to item Gen/C/0.25.2of Std Spcf. Book of MIDC . 15.1 Tor Steel Bars. Specification: 16 Providing and applying cement based paint conforming to IS:5410-1990, two coats overprimer or as per manufacturers direction including scrapping, removing including rubbing down oldcement base paint scaffolding, curing etc. complete in any shade. Specification:

16.1 General : The item pertains to providing and applying cement based paint of approved colour

to old or new plastered or masonry surfaces for the specified number of coats.

16.2 Material : The cement paint shall be (conforming to IS:5410) of approved brand and

manufacturer.

The cement paint shall be brought to the site of work by the contractor in its original containers is

sealed condition. The material shall be brought in at a time in adequate quantities to suffice for the

whole work or at least a fortnight’s work. The materials shall be kept in the joint custody of the

Contractor and the Engineer-in-Charge. The empties shall not be removed from the site of work till

the relevant item of the work has been completed and permission obtained from the Engineer-in-

Charge. Empties shall be property of the contractor.

16.3 Scaffolding :

1. Wherever scaffolding is necessary, it shall be erected on double supports tied together by

horizontal pieces, over which scaffolding planks shall be fixed. No bullies, bamboos or planks shall

rest on or touch the surface.

2. Where ladders are used, pieces of old gunny bags shall be tied on their tops to avoid damage or

scratches to walls.

16.4 Preparation of Surface : For New work, the surface shall be thoroughly cleaned of all mortar

dropping, dirt dust, algae, grease and other foreign matter by brushing and washing. Pitting in

plaster shall be made good and a coat of water proof cement paint shall be applied over patches

after wetting them thoroughly.

16.5 Cement Primer Coat : Cement primer coat is used as a base coat on wall finish of cement,

lime or lime cement plaster or on asbestos cement surfaces before oil emulsion distemper paints

are applied on

them. The cement primer is composed of a medium and pigment which are resistant to the alkalis

present in the cement, lime or lime cement in wall finish and provides a barrier for the protection of

subsequent coats of oil emulsion distemper paints.

The cement primer shall be applied with a brush on the clean dry and smooth surface. Horizontal

strokes in both directions shall be given first and vertical strokes in both directions shall be applied

immediately afterwards. This entire operation will constitute one coat. The surface shall be finished

as uniformly as possible leaving no brush marks. It shall be allowed to dry for at least 48 hours,

before oil emulsion paint is applied.

16.6 Preparation of Mix : Cement paint shall be mixed in such quantities as can be used up within

an hour of its mixing as otherwise the mixture will set and thick, affecting flow and finish. Cement

paint shall be mixed with water in two stages. The first stage shall comprise of 2 parts of cement

paint and one part of water stirred thoroughly and allowed to stand for 5 minutes. Care shall be

taken to add the cement paint gradually to the water and not vice versa. The second stage shall

comprise of adding further one part of water to the mix and stirring thoroughly to obtain a liquid of

workable and uniform consistency. In all cases the manufacture’s instructions shall be followed

meticulously. The lids of cement paint drums shall be kept tightly closed when not in use, as by

exposure to atmosphere the cement paint rapidly becomes air set due to its hygroscope qualities.

In case of cement paint brought in gunny bags, once the bag is opened, the contents should be

consumed in full on the day of its opening. If the same is not likely to be consumed in full, the

balance quantity should be transferred and preserved in an airtight container to avoid its exposure

to atmosphere.

16.7 Application :

1. The solution shall be applied on the clean and wetted surface with brushes or spraying machine.

The solution shall be kept well stirred during the period of application. It shall be applied on the

surface, which is on the shady side of the building so that the direct heat of the sun on the surface

is avoided. The method of application of cement paint shall be as per manufacturer’s specification.

The completed surface shall be watered after the day’s work.

2. The second coat shall be applied after the first coat has been set for at least 24 hours. Before

application of the second or subsequent coats, the surface of the previous coat shall not be wetted.

3. For new work, the surface shall be treated with three or more coats of water proof cement paint

as found necessary to get a uniform shade.

4. For old work, the treatment shall be with one or more coats as found necessary to get a uniform

shade.

5. After painting the surface shall be sprinkled with water for 7 days for curing of the paint.

16.8 Precaution : Water proof cement paint shall not be applied on surfaces already treated with

white wash, colour wash, distemper dry or oil bound, varnishes, paints etc. It shall not be applied

on gypsum, wood and metal surfaces.

16.9 Protective Measures : Doors, windows, floors, article of furniture etc. and such other parts of

the building not to be white washed, shall be protected from being splashed upon. Splashing and

droppings, if any shall be removed by the contractor at his own cost and the surfaces cleaned.

Damages if any to furniture of fittings and fixtures shall be recoverable from the contractor.

16.10 Item to Include : Item includes all labour, material, equipments such as brushes, scrappers,

polish papers etc., scaffolding, cleaning of the area etc. complete as per the specifications. The

item also ncludes removing nails, marking good holes, cracks, patches etc., curing the painted

surface for a period of 7 days after final coat.

16.11 Mode of Measurement and Payment:

1. Length and breadth shall be measured correct to a cm. and area shall be calculated in m2

correct to two place of decimals.

2. Corrugated surfaces shall be measured flat as fixed and the area so measured shall be

increased by the following percentages to allow for the girthed area.Corrugated asbestos cement

sheet 20% Semi corrugated asbestos cement sheet 10%

3. Cornices and other such wall or ceiling features, shall be measured along the girth and included

in the measurements.

4. Work on old treated surfaces shall be measured separately and so described.

The contract rate shall be per sqm area painted including all material and labour involved in all the

operations described above. 17 Providing watch and ward arrangements comprising of services of 5 No. of security guards, 1No. of security supervisor, 2 Nos. of gunmen in three shifts for all days on monthly basis for watchand ward arrangements at Chinchpada in Kalwa Block for protection of vacant land for a period ofone year or till the allotment of land whichever is earlier including Service Tax and Labour Cessetc. complete. Specification:

Signed By

Organisation Unit

Signed Date

Rajendra V Sonje

IN

04/02/2016

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TENDER FOR DD - T.T.C. & KALWATTTC Indl. Area Roads ...

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