tender for name of work : pune civilpimpri chinchwad

MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION

TENDER DOCUMENT

TENDER FOR

Name of Work : PUNE CIVIL...Pimpri Chinchwad Industrial areaM & R to water supply schemeSpecial repairs to existing manifold and misc work @Ravet Jackwell premises


Short Tender Notice1 1 1

Important Note (AMC)2 2 2

Disclaimer (AMC)3 3 3

Detailed Tender Notice4 4 6

DIRECTIONS FOR FILLING THE TENDER5 7 7

SCOPE OF WORK6 8 8

List of Defects Required to be observed and Rectified by the Contractor during the Defect Liability Period7 9 9

ADDITIONAL CONTRACT CONDITIONS8 10 10

CLAUSE FOR REIMBURSEMENT OF TAXES/DUTIES9 11 11

PRICE VARIATION CLAUSE10 12 18

STANDARD CEMENT CONSUMPTION STATEMENT11 19 23

CEMENT VARIATION CLAUSE12 24 24

CLAUSE FOR PAYMENT OF STAMP DUTY13 25 25

CLAUSE FOR PERFORMANCE SECURITY14 26 26

CLAUSE FOR RECOVCERY OF LABOUR CESS15 27 27

Value Added Tax (VAT) Act and Contract Labour, Income Tax Clause16 28 28

BANK GUARANTEE (PROFORMA)17 29 30

SERVICE TAX CLAUSE (For maintenance, labour oriented and consultancy works)18 31 31

INSURANCE Clause of Work19 32 32

QUALITY AUDIT CLAUSE20 33 33

MAINTENANCE GUARANTEE CLAUSE DURING DEFECT LIABILITY PERIOD.21 34 34

DECLARATION FOR NON-EMPLOYMENT OF EX-MIDC EMPLOYEE22 35 35

Certificate From Contractor23 36 36

B-1 Tender Form24 37 60

Schedule A25 61 63

Schedule B26 64 68

DRAWINGS27 69 69

Item Wise Specification28 70

Index

Sr.No.

Particulars PageFrom

PageTo

Work Name : PUNE CIVIL...Pimpri Chinchwad Industrial areaM & R to water supply schemeSpecial repairs to existing manifold and misc work @ Ravet Jackwell premises

(A Government of Maharashtra Undertaking)


E tenders are invited for the work “Pimpri Chinchwad Industrial areaM & R to water supply schemeSpecial repairs to existing manifold and misc work @ Ravet Jackwell premises” having estimated cost of Rs.14,76,630.00 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 20/09/2016 upto 11:00 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. E-TENDER NOTICE NO.42/2016 /2016-2017

Chief Engineer

Zone Pune

Page 1 Executive EngineerContractor

MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION( A Government of Maharashtra Undertaking)

Important Note:

All the contractors are requested to read each & every paper included in this tender and pointout the discrepancy/ difficulty, if any to the notice of competent authority before quoting and submitting thetender offer. If nothing is brought to the notice by them, it will be presumed that the contractors haveunderstood the tender conditions and stipulations thoroughly and no complaint of any kind from contractorwill be entertained later on by M.I.D.C. The reply to the discrepancy/difficulty if any should be taken inwriting from the Executive Engineer, All intending tenderer are requested to down load the completetender form, from M.I.D.C.’s website “www.midcindia.org” at his cost and submit the same without anychanges /deletion /addition.




DisclaimerThe information contained in this Tender Document or subsequently provided to Bidder(s) orTenderer(s) whether verbally or in documentary form by or on behalf of Maharashtra Industrial DevelopmentCorporation (hereinafter “the Corporation”) or by any of their employees or advisors, shall be subject to the termsand conditions set out in this Tender Document and all other terms and conditions subject to which such informationis provided.This Tender Document is not an agreement and is not an offer or invitation by the Corporation to anyparties other than the Tenderer(s) who are qualified to submit the Tenders. This Tender Document does not purportto contain all the information each Bidder may require. This Tender Document may not be appropriate for allpersons, and it is not possible for the Corporation, their employees or advisors to consider the investment objectives,financial situation and particular needs of each Bidder who reads or uses this Tender Document. Each Bidder shouldconduct its own investigations and analysis and should check the accuracy, reliability and completeness of theinformation in this Tender Document and where necessary obtain independent advice from appropriate sources. TheCorporation, their employees and advisors make no representation or warranty and shall incur no liability under anylaw, statute, rules or regulations as to the accuracy, reliability or completeness of the Tender Document. TheCorporation may in their absolute discretion, but without being under any obligation to do so, update, amend orsupplement the information in this Tender Document.


DETAILED TENDER NOTICE NO. E-TENDER NOTICE NO.42/2016

E tenders are invited from eligible contractors for the following work. The details of tender are givenbelow.An amount given below towards Earnest Money Deposit (EMD) & cost of blank tender & applicationsupport amount should be paid online and online payment for errection of Asphalt plant with in 30 Km (ifApplicable).Scanned copy of D.D. towards Performance Security if applicable as per Performance SecurityClause shall be uploaded at the appropriate location in Envelope No. 2.The tender will be considered only if the enclosures are in proper order.The EMD will be forfeited in case, afterthe acceptance of the tender, the contractor refuses to pay the Security Deposit as noted below, within thespecified time limit. Otherwise it will be refunded. The work is to be completed within the stipulated time asnoted below.

1. Name of Work

PUNE CIVIL...Pimpri Chinchwad Industrial areaM & R to water supply schemeSpecial repairs to existing manifold and misc work @ RavetJackwell premises

2. Rs 14,76,630.00Estimated Cost

Earnest Money Deposit3.

Pay Rs 14,800.00 online

4. Application Support Amount

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

5. Security Deposit

Pay Initial security deposit Rs 44,300.00 or 3.00% of tendered costwhichever is higher. S. D. in the form of BG will be accepted whenamount of S.D. is more than Rs.50,000

Rs 1,03,400.00 or 7.00% of tendered cost whichever is higher tobe deducted through bills.

Cost of Blank Tender Form6.Rs 1,000.00 pay online (Non Refundable)

Not Required,Rs 0Deposit for Asphalt Plant7.

Demand Draft of Nationalized Bank / Scheduled Bank/ Bankapproved by Government of Maharashtra towardsPerformance Security if applicable as per PerformanceSecurity Clause payable at Chinchwad Pune -19 in favour ofExecutive Engineer MIDC Civil Division Chinchwad Pune -19

Performance Security8.

Time Period9.2 Months Including monsoon

10. Availability of blank tender form02/09/2016 To 20/09/2016 (to be downloaded from the MIDC Etendering site www.midcindia.org).


11. Queries of contractorWill be received by E tendering upto 08/09/2016 06:00 PM

12. Reply to queries & MIDC clarificationWill be published on the website on 14/09/2016 06:00 PM

Last date of submission of Tender13.20/09/2016 upto 11:00 AM hrs. @ MIDC website.

Date of opening of PQ & tender

Place of Tender Opening14.

20/09/2016 12:30 PM hrs. (if possible)

Executive Egineer MIDC Civil Divsion Chinchwad Pune - 19

15. Class of registerationVI

16. Eligibility

Registered contractor in appropriate class withCPWD/PWD/Railways/MES/MJP/Local Bodies and having experienceof similar type of work during last 5 years in one or morecontracts as explained below.1) RCC Work - Rs. 6.00 lakhs

Compensation17.Rs 500.00 per day for delay in work execution/ completion ofwork.

Validity of offer18.180 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 online (by eligible contractors only) without making anychange in the script of tender document. If after submission of tender, it is noticed that the tender script ismodified in any manner whatsoever, the tender will be summarily rejected. Contractors may upload theirqueries before expiry of query period. The replies to the queries received before the due date, will bepublished on the website along with MIDC clarification (if any) which should be downloaded by the tenderer.The document of reply to the queries of the contractor and MIDC clarification (if any) will form part & parcel ofthe tender document & the clarifications given in the document will supercede the provisions of the tender.After the tender is accepted & offer letter is issued to the contractor, agreement shall be executed with thecontractor on the tender copy prepared/printed by MIDC

B. Contractor must pay online:- a. EMD amount. 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) 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.) (ii) Attested copy of valid Registration Certificate in appropriate class issued by PWD (GoM)/ CIDCO/ Railways/MJP/ MES/ CPWD.


Zone Pune

Chief Engineer

MJP/ MES/ CPWD. (iii) 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. (iv) Registration Certification with Sales Tax Deptt. under VAT Act 2002, of Govt. of Maharashtra. (v) Certified copy of PAN card. (In case of Joint Venture PAN Card of the Lead Partner) (vi) 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). The updation of value work will bedone at 10% per annum (Compound) by multiplying the values with applicable factor i.e. 1.1,1.21,1.33,1.46 &1.61 as the case may be. (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) Service tax Registration.

Envelope No.2 shall contain : (i) Price Bid (ii) Scanned copy of D.D. towards Performance Security if applicable as per Performance Security Clause shallbe uploaded at the appropriate location.

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.8. If any tenderer discloses/try to discloses in any manner whatsoever his offer in any other place thanenvelope No.2, his tender will be summerarily rejected.




DIRECTIONS FOR FILLING THE TENDER

1. The tenderer should quote the percentage/rate in words & in figures.

1. The tenderer should carefully note the unit for each item. No change in this unit is to be made. In case ofany doubt, the tenderer should get the matter clarified from the concerned Executive Engineer well inadvance so that the submission is made before the specified date & time.

2. All works proposed to be executed by contract shall be notified in a form of invitation to tender put up on a boardhung up in the office of the Exe. Engineer & signed by Exe. Engineer. This form will state the work to be carried out,the date for submitting & opening tenders, the time allowed for carrying out the work, the amount of earnest moneyto be deposited with tender, the amount of security deposit to be deposited by the successful tenderer & thepercentage, if any, to be deducted from bills. It will also state whether a refund of quarry fees, royalties, octroi &ground rents will be granted. Copies of the specifications, designs, drawings, estimated & scheduled rates & anyother documents required in connection with the work shall be signed by the Exe. Engineer for the purpose ofidentification & shall also be open for inspection by contractors at the office of Exe. Engineer during office hours.

Where the works are proposed to be executed according to the specification recommended by a contractor & approved

by a competent authority on behalf of MIDC such specifications, designs & drawings shall form part of the accepted tender.

1. The tenderer shall fill up the printed form, stating at what percentage above/below the rates specified in Schedule B(Memorandum showing items of work be carried out) he is willing to undertake the work. Only one rate or suchpercentage on all the Estimated rates/Scheduled rates shall be entered. Tenders, which propose any alteration inthe specifications in the said form of invitation to tender, or in the time allowed for carrying out the work, or whichcontain any other conditions, will be liable to rejection.

2. 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 & binding on MIDC unless it is signed by the Exe. Engineer.

3. The Memorandum of work to be tendered for & the Schedule of Materials to be supplied by MIDC & their rates shallbe filled in & completed by office of Exe. Engineer before the tender form is uploaded.

4. All the work shall be measured net by standard measure & according to the rules & customs of MIDC withoutreference to any local custom.

5. The contractor is allowed to change his bid till last date of time of the submission of the tender. Only the last bid willbe saved in the system which will be considered for evaluation if the contractor is found eligible for opening of pricebid.


SCOPE OF WORK

Name Of Work :- Pimpri Chinchwad Industrial area

M & R to water supply scheme

Special repairs to existing manifold and misc work @ Ravet Jackwell premisesMIDC has developed an Industrial area admeasuring about 1200 Hect in village limits ofPimpri ,Chinchwad and Bhosari near Pune . In this Indl area about 3000 units are functioning and major productionunits are establised by celebrated companices like Telco,Philips,Thermaxcentury Enka,Finolex and so. This area iscounted as one of the pricipal Indl.areas of the county.To meet the water requirement of the Industrial area as well as of the near by Industrial consumersoutside this area and to some extent of domestric need,MIDC has developed filttered water supply scheme @ Ravet.The 1st stage of this watere works developed in 175 to capacity 40 MLD.Then it is subsequently augmented to 80MLD in 1980 and 1987 respectively .Hence total capcity of water supply scheme is 120 MLD. It is proposed tospecial repairing for exsisting manifold and misc work @ old Jackwell..Following works are included in the scopeof work.1)Dismantling concrte block @ Jackwell premises.2) Cutting 1600 mm dia M.S pipe and Shifting disc end ( Dom) at front of Jackwell3)Providing and laying in position M -15 grade concrte for block4) Providing divers for under water work with all safety devices & boat having capacity 6 person as per requirementof work.5) Shifting all material From Ravet to Bijalinagar stock yard.


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

List of Defects Required to be observed and Rectified by the Contractor during the Defect Liability Period is two year1. Leakage through joints of concrete2. Leakage through welding joints of pipe.

Note:

i. Any other defect over and above those mentioned above or any defect as an when pointed out by the\ Engineer-in-charge willhave to be attended satisfactorily by the contractor at his own cost during the defect liability period.

ii. Out of the above mentioned defects, the defects relevent to the work executed under this contract shall only be observed.




ADDITIONAL CONTRACT CONDITIONS

Name Of Work : Pimpri Chinchwad Industrial area


Special repairs to existing manifold and misc work @ Ravet Jackwell premises


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.

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


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) Bitumen component

v) HYSD & mild steel component

vi) Cement component

vii) CI & DI pipes component

calculated as per the formula hereinafter appearing, shall be made. Apart from these, no other adjustment shall 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) 36 %ii) Material component (K2) 60 %iii) Petrol, Oil & Lubricant components (K3) 04 %v) Bitumen componentv) HYSD & mild steel componentvi) Cement componentvii) CI & DI pipes component

Note: if cement, steel, bitumen, CI & DI pipes are supplied on Schedule-A, then respective component shall not be

considered. Also, if particular component is not relevant, same shall be deleted.

1) Formula for Labour components :


V1 = 0.85 P x K1 x M1 -M0

_____ _______

100 M0

Where

V1= Amount of price variation in Rupees to be allowed for labour component P= Cost of work done during the

quarter under consideration minus the cost of cement, HYSD & mild steel, bitumen, CI & DI pipes calculated at the

basic star rates as applicable for the tender, consumed during the quarter under consideration. Star rates:

K1= Percentage of LABOUR component as indicated above.

L0= Basic Consumer Price Index for MUMBAI centre shall be average consumer price index for the quarter

preceding the month in which the last date prescribed for receipt of tender falls.

L1= Average Consumer Price Index for MUMBAI centre for the quarter under consideration.

2) Formula for Materials components :

V2 = 0.85 P x K2 x M1 -M0

_____ _______

100 M0

Where

V2= Amount of price variation in Rupees to be allowed for material component P= Same as worked out for labour

component K2= Percentage of Material component as indicated above.

M0= Basic Wholesale Price Index shall be average wholesale price index for the quarter preceding the month in

which the last date prescribed for receipt of tender falls.


M1= Average Wholesale Price Index for the quarter under consideration.

3) Formula for petrol, oil & lubricant components :

V3 = 0.85 P x K3 x P1 -P0

_____ _______

100 P0

Where

V3= Amount of price variation in Rupees to be allowed for POL component

P= Same as worked out for labour component

K3= Percentage of petrol, oil & lubricant component as indicated above.

P0= Average Price of HSD at MUMBAI, during the quarter preceding the month in which the last date prescribed for

receipt of tender falls.

P1= Average Price of HSD at MUMBAI, during the quarter under consideration.

4) Formula for Bitumen Component:

V4 = QB (B1 - B0)Where

V4= Amount of price variation in Rupees to be allowed for bitumen component

QB= Quantity of bitumen (Grade ) in Metric Tonnes used in the


permanent works & approved enabling works during the quarter under consideration.

B1= Current, average ex-refinery price per metric tonne of bitu

men (Grade ) under consideration including taxes (octroi,

excise, sales tax/VAT etc) during the quarter under consideration.

B0= Basic rate of bitumen in Rupees per metric tonne as considered for working out value of P or average ex-

refinery price in Rupees per metric tonne including taxes (octroi, excise, sales tax/VAT) of bitumen for the grade of

bitumen under consideration during prevailing quarter preceding the month in which the last date prescribed for

receipt of tender falls whichever is higher.

5) Formula for HYSD & mild steel component:

V5 = SO x (SI1 - SI0) x T

________

SI0

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.

6) Formula for cement component :

V6 = CO x (CI1 - CI0) x T

________

CI0 Page 15 Executive EngineerContractor

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.

7) Formula for CI/DI pipe Component: V7 = QD x (D1 - D0)

Where

V7= Amount of price escalation in Rupees to be allowed for CI/DI pipe component D0= Pig iron basic price inRupees per tonne considered for working out value of P. D1= Average pig iron price in Rupees per tonne during thequarter under consideration (Published by IISCO). QD= Tonnage of CI/DI pipes used in the works during the quarterunder 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 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


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.

vi) Calculation for working out escalation payment on account of material, labour & POL will be restricted to 2digits only.

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 out value of P. SI1= Average Steel Index asper RBI Bulletin during the quarter under consideration. SI0= 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.

8) Formula for CI/DI pipe Component: V7 = QD x (D1 - D0)

Where V7= Amount of price escalation in Rupees to be allowed for CI/DI pipe component D0= Pig iron basic pricein Rupees per tonne considered for working out value of P. D1= Average pig iron price in Rupees per tonne duringthe quarter under consideration (Published by IISCO).

QD= Tonnage of CI/DI pipes used in the works during the quarter under consideration.

The following conditions shall prevail: b) The operative period of the contract shall mean the period commencingfrom the date of the work order issued to the contractor & ending on the date on which the time allowed for thecompletion of work specified in the contract for work expires, taking into considering the extension of time, if any,for completion of the work granted by Engineer under the relevant clauses of the Conditions of Contract in casesother than those where such extension is necessitated on account of default of the contractor. The decision ofEngineer as regards the Operative Period of the contract shall be final & binding on the contractor. Where anycompensation for liquidated damages is levied on the contractor on account of delay in completion or inadequateprogress under the relevant contract provisions, the price adjustment amount for the balance of work from the date oflevy of such compensation shall be worked out by pegging the indices L1, M1, C1, P1, B1, SI1, CI1 to levelscorresponding to the date from which such compensation is levied.

ii) This price variation clause shall be applicable to all contracts in B1 & B2 forms but shall not apply to piece works.


ii) This price variation clause shall be applicable to all contracts in B1 & B2 forms but shall not apply to piece works.The price variation shall be determined during each quarter as per formula given above in this clause.

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 full compensation for any rise or fall in costs to the contractor is not entirely covered by theprovisions of this or other clauses in the contract, the unit rate & price included in the contract shall be deemed toinclude amount to cover the contingency of such other actual rise or fall in costs.

vi) Calculation for working out escalation payment on account of material, labour & POL will be restricted to 2digits only.


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 22 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.




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.

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


MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION(A Government of Maharashtra Undertaking)

Udyog Sarathi, Mahakali Caves Road, Andheri (East) Mumbai-93.

CLAUSE FOR RECOVERY OF PERFORMANCE SECURITY FOR THE TENDERS RECEIVED BELOW THE ESTIMATEDCOST AND ADDITIONAL SECURITY DEPOSIT FOR THE QUANTITIES EXCEEDING 125% AND EIRLs

A) Clause for Recovery of Performance Security for the tenders received below theestimated cost

1)In case the contractor has quoted the offer for tender below the estimated cost, then the contractor shall have to pay PerformanceSecurity in the form of DD of the amount as mentioned below:a)No performance security deposit will have to be paid if the tender offer is received up to 1% below the estimated cost, however ifthe offer quoted is 1.01 to 10% below the estimated cost, then the Performance Security amount shall be 1% of the estimated cost.b)If the offer quoted is more than 10% below the estimated cost, then the performance security deposit shall be equal to the amountof percentage more than 10% below + the amount as per (a) above. (For example, if the tender received at 14% below, the performancesecurity shall be – up to 10% = 1% + (14%-10%) = 1 + 4 = Total 5% of the estimated cost). c)The DD towards performance Security shall be drawn in favour of the Executive Engineer concerned. 2)The contractor has to submit scanned copy of the DD in envelope No.2. Appropriate provision in E tendering system is made.3)The contractor shall submit the original DD in sealed Envelope within 5 working days from the due date of submission of tender.The name of work and tender notice number shall be mentioned on the envelope. 4)It is mandatory to have MICR and IFSC code of the Bank on the DD.5)Contractors whose papers/DD towards performance security are found false and if he fails to submit the DD within prescribed timelimit, then all such contractors shall be banned for submitting the tenders in MIDC for a period of one year & the EMD of such contractorsshall be forfeited.6)The performance security shall be refunded to the contractor within 3 months from the date of satisfactory completion of the workas per tender conditions.

B) Clause for Recovery of Additional Security Deposit for the quantities exceeding125% and Extra Item Rate List (EIRL)

It shall also be noted that security deposit for the quantities exceeding 125% of tendered quantities and/or EIRL, shall also bededucted at the % to be recovered through bills (i.e. in cash) as mentioned in the tender text. The security deposit so recovered in above events shall be refunded after satisfactory completion of defect liability period.

--------------------




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.


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.


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.




SERVICE TAX CLAUSE

(For maintenance, labour oriented and consultancy works)

The contractor in person himself or his registered firm or institute or public ltd. Company ororganization or construction agency or any other agency should be register under service taxauthority .The rates quoted by the tenderer should be inclusive of all taxes, duties, education tax or cessor any type of taxes which will be imposed by Central Govt. or State Govt. or local bodies except servicetax. The offer shall be quoted excluding service tax. It shall be responsibility of contractor to make thepayment of service tax to excise department within the prescribed period as per service tax act. Forrecovery of payment/reimbursement of service tax the contractor shall submit the proforma invoice at thetime of RA Bills with documentary proof and same shall be paid by MIDC alongwith RA bills.


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.




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.




Maintenance Guarantee Clause during Defect Liability Period .

1. The contractor willhave to guarantee the work executed under the agreement for a period of 2 Year from the date of completion of thework. During this period of 2 Year , the contractor will have to make good all damages caused to the works done by him under thisagreement, 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 2 Year from the date of

completion of work.

Before releasing such security deposit after 2 Year 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 0 from the date of completion of work.9. This Maintenance Guarantee Clause supersedes all clauses regarding security deposit mentioned elsewhere in this tender.




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




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




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 Civil Division Chinchwad Pune -19 and signed by theExecutive Engineer, 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 formof 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 of


contractors 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 ( B1 Tender Form )

a Name of work Pimpri Chinchwad Industrial area


Special repairs to existing manifold and misc work@ Ravet Jackwell premises

b Estimated Cost Rs. 14,76,630.00

c E.M.D. Rs. 14,800.00 paid online.

d Security Deposit Initial SD Rs. 44,300.00 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 BGwill be accepted when amount of S.D. is more thanRs.50,000/-

Rs.1,03,400.00 or 7.00 % of tendered costwhichever is higher through RA bills.

Total SD Rs. 1,47,700.00 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

7 %

f Compensation for non-completionof work in time/slow progress ofwork, for every day the work iscarried out at disproportionatelyslow rate

Rs. 500 per day

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

2 Months Including monsoon


Name of work Pimpri Chinchwad Industrial area


Special repairs to existing manifold and misc work@ Ravet Jackwell premises

Estimated Cost Rs. 14,76,630.00

E.M.D. Rs. 14,800.00 paid online.

Security Deposit Initial SD Rs. 44,300.00 or 3.00 % of tenderedcost whichever is higher by DD / RTGS ofNationalized Bank / Scheduled Bank/ Bankapproved by Government of Maharashtra. S. D.inform of BG will be accepted when amount ofS.D. is more than Rs.50,000/-

Rs.1,03,400.00 or 7.00 % of tendered costwhichever is higher through RA bills.

Total SD Rs. 1,47,700.00 or 10.00 % of tendered costwhichever is higher.

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

7 %

Compensation for non-completionof work in time/slow progress ofwork, for every day the work iscarried out at disproportionatelyslow rate

Rs. 500 per day

Time allowed for the work from thedate of written order to commencethe work.

2 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. Paid the following online

(i) Cost of blank tender form Rs.________________ (Non refundable)(ii)

EMD (in absence of EMDExemption Certificate)

Rs.________________

(iii) Application Support Cost Rs.________________ (Non refundable)

(iv) Deposit towards erection of Asphaltplant & machinery within 30 Kms

(if applicable )

Rs.________________

Total Rs.________________

The earnest money, full value of which is to be absolutely forfeited to MIDC should I/We do not deposit thefull amount of security deposit specified in the above memorandum, in accordance with Clause I(A) of the Contract


full amount of security deposit specified in the above memorandum, in accordance with Clause I(A) of the ContractConditions; 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 arising


there 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. 500 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. 500 per day or such amount upto 1% as Suptd. Engineer (whose decision in writing shall be final) may decideof said estimated cost of the whole work for every day that the due quantity of work remains incomplete, providedalways that the total amount of compensation to be paid under the provisions of this clause shall not exceed 10% ofthe 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 deem


cause 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.


value 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 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 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 use


certain 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 atsuch 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 shall


commence 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 workshould 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 the


aggregate 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 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 of


inferior 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 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 2 Year from the dateof completion as certified by the Engineer-in-charge pursuant to Clause-7 of the contract or 2 Year 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 the


sustained 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-chargeas 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;Page 50 Executive EngineerContractor

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.Page 51 Executive EngineerContractor

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 own


arrangements for drinking water for the labour employed by him.

CLAUSE 24: Liability of contractor for any damage done in or outside work area: Compensation for all 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 anydamages & 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, & from


time 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 obtainfrom 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 stacking


materials, 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 the provision of


Clause 15 only, when the amount of such reduction beyond 25% at the rate of the item specified in the tender is morethan 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 value of excesswork 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 rates,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 ordersissued 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


substituted & in case of default the Exe. Engineer, may cause the same to be supplied & all cost which be incurred insuch 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 2 Year 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 workmenon 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 howeverbe responsible for any damage which may happen to or be occasioned in the execution of any such fittings or otherworks.



Schedule A

Name Of Work : Pimpri Chinchwad Industrial areaM & R to water supply schemeSpecial repairs to existing manifold and misc work @ Ravet Jackwell premises

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.

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 not supplied, the contractor should make his own arrangements to provide the same,for which no extra claims will be entertained.

2.All materials remaining unused after the completion of the works should be returnedto the Department at the Departmental Store. For the materials remaining unused &not returned, recovery will be effective at twice the issue rate of the materials or theprevailing market rate at the time of completion of work, whichever is higher.

3.Considerable delay is likely to occur in getting the materials required to be conveyedby rail, whether such materials are to be supplied by the MIDC or by the contractorhimself. The contractor, therefore, should submit indent for his requirement sufficientlyin advance to allow for the period usually taken for supply of such material.

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

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

5.The contractor should make his own arrangements for storing, the material issued tohim, by constructing a pucca shed which should be leak proof & should protect againstmoist climates.


moist climates.

6.All other materials not included in the above schedule will have to be procured by thecontractors from the open market at his own cost.

7.The contractor shall maintain a regular account of consumption of the material issuedto him by the Department, either at cost or free of cost & shall be produced when askedfor.

8.All conveyance charges including loading & unloading operations for bringing thematerials issued from the place of delivery to the site of work should be borne by thecontractor.

9.Weight of MS rounds that will be issued under Schedule 'A' will be computed on thebasis of following 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.


Schedule B


Name Of Work : Pimpri Chinchwad Industrial areaM & R to water supply schemeSpecial repairs to existing manifold and misc work @ Ravet Jackwell premises

Amount And Rate In (Rs)

Sr.No Item DescriptionQuantity Rate Unit AmountRate In Words

24,850.00CubicMeter

710.0035.00 Dismantling RCC work of all gradesof concrete and sorting out thematerials such as steel etc. asdirected and stacking them with allleads & lift as directed.

1 Rupees SevenHundred TenOnly

11,250.00CubicMeter

150.0075.00 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 the initial lift of 1.5 M,stacking or spreading as directed,bailing of sub-soil water if anypreparing base for foundation etc.,and back filing the excavated pit ortrench using the excavated materialin layers including watering andramming as required or as directedby Engineer-In-charge, including alllabour and materials complete.

2 Rupees OneHundred FiftyOnly

9,300.00CubicMeter

930.0010.00 Providing and laying granite or blacktrap over size metal 50 mm to 75mm size within plinth or any floor ofthe building and filling in intersticeswith smaller chips and mixtures ofthe stone dust and hard murum andcompaction of the crust with profusewatering and finishing the surface forreceiving flooring concrete etc.complete inclusive of all leads & liftsand royalty charges.

3 Rupees NineHundred ThirtyOnly




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.

4

With Natural Sand4.1

23,000.00CubicMeter

4,600.005.00 a) In 1:3:6 proportion. Rupees FourThousand SixHundred Only

11,040.00RunningMeter

184.0060.00 Cutting M.S. Pipes & Specials by GasCutting. of any class wherevernecessary

5 Rupees OneHundred EightyFour Only

Providing all materials, labour,machinery etc. for electric fieldwelding at site for M. S. Pipes &Specials as per design (excludingcircumferential joint), including allmaterials, labour & machinery.

6

6,000.00RunningMeter

600.0010.00 Double run6.1 Rupees SixHundred Only

Labour charges for jointing of MSPipes and Specials of any thicknesswith required no. of welding runs asspecified including matching of pipefaces with marginal gas cutting of 1/3perimeter of the pipe dia per jointrequired etc. complete including costof welding rods, confirming to IS: 814–1974 (Part-I & II). labour requiredand satisfactory hydraulic testingincluding testing of welded joints asper IS: 3600-1984.

7

9,400.00Number4,700.002.00 1000 mm diameter - Two runwelding from outside & inside each.

7.1 Rupees FourThousandSeven HundredOnly

14,000.00Number7,000.002.00 1500 mm diameter - Two runwelding from outside & inside each.

7.2 Rupees SevenThousand Only




72,870.00Job PerDay

24,290.003.00 Providing divers for under waterwork with all safety devices & boathaving capacity 6 person as perrequirement of work.

8 Rupees TwentyFour ThousandTwo HundredNinety Only

14,500.00Lumpsum14,500.001.00 Dewatering the excavated trenches,foundations or any pool of water tobe drained out as per direction ofEngineer-in-charge.

9 RupeesFourteenThousand FiveHundred Only

Providing & laying in position ReadyMix Cement Concrete for RCC workfor beam column, slabs, pardis, roadpavement, etc. using granite / blacktrap graded metal including mixing inplant, transporting in transit mixer,placing and compacting bymechanical means including steel orply wood centering, form work for allelements, including all lifts &stationery pump for lifting concrete,all leads of concrete from RMC plantto site of work etc complete. Notes :1. The prices shall include theactivities of: a. Study /recommendation of the concrete mixdesign. b. Preparation and testing ofthe concrete as per the approveddesign mix. c. Transportation of theconcrete upto site. d. Placement ofconcrete in the formwork. e.Compaction, texturing and curing ofconcrete.

10

9,19,800.00CubicMeter

6,300.00146.00 M - 15 Grade10.1 Rupees SixThousand ThreeHundred 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.

11

2,96,120.00MetricTonne

67,300.004.40 Tor Steel Bars.11.1 Rupees SixtySevenThousand ThreeHundred Only

Lowering & lifting M.S. pipes, M.S.plate of larger diameter having lengthmore than 7 meter from wagon atany Railway Station unloading onground with the help of crane,loading the same in the trailer &unloading in an approved manner thesaid material at the destination as perinstructions, stacking over the groundor any other place where materialsare to be conveyed.(All places of Maharashtra arecovered by this item) Threeoperations are considered i.e.unloading & one loading with the helpof crane and one unloading operationat the site will be done by crane isconsidered.

12

27,000.00MetricTonne

540.0050.00 M.S. pipes having length more than7 M.

12.1 Rupees FiveHundred FourtyOnly

37,500.00Lumpsum7,500.005.00 "Conveyance of M.S./otherpipes/plates having length more than7 m. through trailers onlyfor 10 MTweight and lead upto 30 km

13 Rupees SevenThousand FiveHundred Only

14,76,630.00Total Amount Rs :

Schedule B -- Summary

Description Amount In RsSr.No.

Pimpri Chinchwad Industrial areaM & R to water supply schemeSpecial repairs to existing manifold and misc work @ Ravet Jackwell premises

14,76,630.00


Total

Say

14,76,630.00

14,76,630.00


DRAWINGS

BLANK PAGE FOR DRAWINGS.......


Executive EngineerContractor


Item Specification

Work Name: Pimpri Chinchwad Industrial area M & R to water supply scheme Special repairs to

existing manifold and misc work @ Ravet Jackwell premises

Sub Estimate: Pimpri Chinchwad Industrial area M & R to water supply scheme Special repairs to

existing manifold and misc work @ Ravet Jackwell premises

1 Dismantling RCC work of all grades of concrete and sorting out the materials such as steel

etc. as directed and stacking them with all leads & lift as directed.

Specification:

1.1 General : The item pertains to dismantling the Reinforced Cement Concrete work of all grades

of existing structures and sorting and stacking the reinforcement steel and disposing the spoils as

directed, with all leads and lifts.

1.2 Demolition Procedure : Generally as per item Gen/B/4.2. After the concrete is broken the

reinforcement bars shall be removed from the mesh, as long as possible in lengths. If the bars are

required to be cut, they shall be cut by using appropriate tools or gas cutting may be adopted.

1.3 Safety Measures : All demolition work shall be carried out safely using procedures, which do

not cause injuries to any person engaged in demolition work and nearby structures. Contractor

shall provide proper devices to the workmen like safety belts, helmets, goggles etc. to prevent

injures to the workmen. The safety of workmen is the responsibility of the contractor and the

compensation for injuries or deaths shall be made by the contractor as per the prevailing acts and

rules.

1.4 Stacking of Dismantled Materials : The concrete spoil shall be disposed off as directed.

Reinforcement coming out of dismantling shall be tied in bundles separately for each diameter of

bars and returned to the MIDC stores or disposed off as per directions of the Engineer-in-charge.

1.5 Disposal : All the spoils shall be disposed of as directed by the Engineer-in-charge.

1.6 Item to Include : The item includes breaking of Reinforced Cement Concrete work of all

grades, with appropriate tools and equipment, scaffolding if required, material, labour, transporting

the spoils to the location and stacking / disposing the reinforcement steel as directed by the

Engineer-in-charge.

1.7 Mode of Measurement and Payment : The measurement of the actual volume of the RCC to

be dismantled, in cum, shall be taken before the actual work of demolition starts. Payment shall be

made on the basis of volume of the RCC dismantled, at the contract rate per cum.

2 Excavation in trenches, pits, pipe lines, foundations, column footings, walls etc. in earth’s soils

of all types, gravel, sand, soft & hard murum, and boulders up to 0.03 cum. size including removing

the excavated material upto a distance of 50 M beyond the edge of excavation including the initial

lift of 1.5 M, stacking or spreading as directed, bailing of 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:

2.1 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.

2.2 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.

2.3 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.

2.4 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.

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 of trenches/pits shall be stipulated and paid accordingly.

2.6 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.

2.7 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.

2.8 Side Slips and Blows : Even after sufficient care of sides, slips or blows occur, they shall be

removed at contractor’s cost.

2.9 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.

2.10 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.

2.11 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 all lead radius

from the edge of excavation.

2.12 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.

3 Providing and laying granite or black trap over size metal 50 mm to 75 mm size within plinth or

any floor of the building and filling in interstices with smaller chips and mixtures of the stone dust

and hard murum and compaction of the crust with profuse watering and finishing the surface for

receiving flooring concrete etc. complete inclusive of all leads & lifts and royalty charges.

Specification:

3.1 General : The item pertains to providing the over size metal bedding in plinth or any floor of

specified thickness for receiving the floor concrete.

3.2 Material :

Over Size Metal : The metal 50 mm to 75 mm size shall be obtained from rubble, from approved

sources. The metal of the trap or granite stones shall be hard, tough, sound, durable, dense, clean,

of close texture and free form unsound material, crack, decay and weathering.Their water

absorption shall be as low as possible, but not more than 5 percent. If found necessary, the

physical test on metal shall be conducted by Engineer in Charge. The cost of such testing shall be

inclusive in unit rate of item.

Blindage : Chips, murum, stone dust collected at site. The layer of 25 to 30 mm of chips, stone

dust and murum shall be spread over metal before compaction. It shall be ensured that, all the

interstices are properly filled up.

3.3 Filling in Plinth :

Over Size Metal & Filling Interstices : The metal shall be cleaned and then spread evenly layer

by layer of required thickness. The blindage chips or murum and stone dust shall be spread over to

fill in interstices. The unevenness and undulations after spreading shall be properly checked and

corrected if required.

Watering : Water to be used shall be free of harmful elements, which may cause heavy

efflorescence, etc. and approved by the Engineer in Charge. The contractor should make his own

arrangements for getting adequate quantity of acceptable quality water without any extra cost.

Compaction: Compaction shall be by wooden or steel rammers. After laying the over size metal

layer and filling the interstices and profuse watering the layer shall be rammed with a wooden or

steel rammer, till the layer is compact and dose not bulge under the additional blows. Any material

above decided finished level shall be scrupped out by the contractor at his risk and cost.

3.4 Item to Include : Item includes all material, labour, tools & equipment etc. for laying the

oversize metal, blindage chips, murum, stone dust filling the interstices, watering, compacting etc.

complete as per the specifications. The testing charges shall be borne by contractor.

3.5 Mode of Measurement and Payment : The quantity of the oversize metal laid shall be

measured in cum correct up to 3 decimals. The linear dimensions of the plinth area and the depth

of metalling shall be measured in meters. The depth of metalling shall be the average depth of the

top level of murum filling measured from the top level of the plinth masonry, minus the depth up to

the top level of the compacted over size metal layer again measured from the top of the plinth

masonry. This metal layer shall be provided up to the top of the plinth masonry or as specified in

the drawing, over which the concrete layer shall be laid.

The contract rate shall be per cum. of work done. 4 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: 4.1 General : The item pertains to providing and laying in position Plain Cement Concrete (PCC)of specified proportion. The work includes providing all material, mixing, compacting, curing,shuttering, dewatering etc. complete up to lift of ± 5 m. 4.2 Material: 1. Cement : Ordinary Portland Cement (OPC) as specified at item Gen/C/0.2.1. 2. Fine Aggregate (Sand) : specifications shall conform to item Gen/C/0.2.2. 3. Coarse Aggregate : specifications shall conform to item Gen/C/0.2.3. Grading and maximumsize of coarse aggregate shall be as specified in the drawing. Normally the maximum size shouldnot 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. 4.3 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/0.5. Formixing without mechanical mixer, prior permission from the Engineer-in-charge shall be obtained.Specifications for mixing shall conform to item Gen/C/0.7. 4.4 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. 4.5 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. 4.7 Inspection & Testing of Structure : As per the contract conditions inspection & testing of a

structure shall be carried out in accordance with item Gen/C/0.16 4.8 Finishing of Concrete : The finishing of concrete surface shall be as per item Gen/C/0.17. 4.9 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. 4.10 Curing : As per item Gen/C/0.14. 4.11 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, tools and plants, all taxes, royalties, labour, formwork, testing, curing etc.complete. 4.12 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. 4.1 With Natural Sand Specification: 4.1.1 In 1:3:6 proportion. Specification: 5 Cutting M.S. Pipes & Specials by Gas Cutting. of any class wherever necessary Specification: 5.1 The item pertains to any gas cutting of Steel pipes & Specials, required to be done over andabove that covered by respective items. 5.2 Cutting : In the case of field work, it may require to cut steel plates, pipes and specials etc. in order to get anexact fit for welding. Such cutting shall be done by using gas cutting, equipment or mechanicallygot done along with the special jig. The cutting would be taken along the required end so as toobtain a correct fit for a welding. After cutting is made, the cut joint shall be beveled and madeeven and smooth by using mechanical or electrical grinder or any other means approved by theEngineer-in-charge. After cutting, the edges shall be made smooth and even by using electrical orpneumatic grinder, so as to remove all inequalities. Care shall be taken to see that, the shape ofthe material cut is not defaced in any way at the time of cutting. The ends of the pipe shall havebevel edge or ‘V’ edge to facilitate hand welding. As field welding is to be carried out from inside inthe case of pipes of diameter 900 mm and above, the bevel shall be from outside only, the edgesof pipe cut shall have bevels to suit the above. 5.3 Item to Include : Furnishing of equipment, such as gas cylenders, gas cutters with requiredsize nozzles, labour, tools, and materials required for the work mentioned in the description of itemand incidental thereto in order to achieve conformity is included in this item. 5.4 Mode of Measurement & Payment : The item shall be paid per running meter of cuttinglength measured correct up to centimeter. 6 Providing all materials, labour, machinery etc. for electric field welding at site for M. S. Pipes &Specials as per design (excluding circumferential joint), including all materials, labour & machinery.

Specification: 6.1 General : The item provides Electric Field Welding at work site for M.S. pipes and specials asper design (excluding welded circumferential joints) including all materials labour and machineryetc. complete. 6.2 Material : For electric welding, welding rods conforming to IS : 814 - 1974 shall be used. 6.3 Welding Procedure : Welding shall be done by providing all equipment tools, tackles,materials required for the work mentioned in the description of the item, and incidentals there to, isincluded in this item. The work will have to be carried out as per specifications detailed under itemfor welding the pipes for single run and double run. Payment shall be made on the basis of actuallength of weld in running metre. 6.4 Item to Include : All labour tools, tackles, welding rods, electric welding generator andmaterials required for the work as per the specifications are included in this item. The welding willbe carried out precisely. 6.5 Mode of Measurement & Payment : Payment shall be made under the respective items ofeither single run or double run, per metre run at the tendered rates. Rate for welding shall be permeter of welded length, measured correct up to centimeter. 6.1 Double run Specification: 7 Labour charges for jointing of MS Pipes and Specials of any thickness with required no. ofwelding runs as specified including matching of pipe faces with marginal gas cutting of 1/3perimeter of the pipe dia per joint required etc. complete including cost of welding rods, confirmingto IS: 814 –1974 (Part-I & II). labour required and satisfactory hydraulic testing including testing ofwelded joints as per IS: 3600-1984. Specification: 7.1 General : The item includes only Jointing M.S. Pipes and Specials of any thickness withrequired no. of welding runs as specified including matching of pipe faces with marginal gas cuttingwherever required. The supply of pipes & specials and laying in position shall be as covered inseparate items. 7.2 Jointing : The pipes and specials laid in position are to be jointed by welding. The work ofwelding shall be carried out by welding rods conforming to IS: 814 - 1974 and the welding shall becarried out conforming to IS: 3600 - 1984. Welding shall be done by furnishing all equipmentstools, tackles required for the work mentioned in the description of the item. The work will have tobe carried out as per specifications detailed under item description. 7.3 Cutting of Pipe : Gas cutting may have to be adopted for matching of faces at joint. For cuttingthe faces of pipe the gas cutting shall be used. The entire cutting shall be done using gas cuttingequipment, or mechanically got done along with the special Jig. The cutting would be taken alongthe required end so as to obtain a correct fit for welding. After cutting is made, the joint shall bebeveled, made even and smooth by using mechanical or electrical grinder or any other meansapproved by the Engineer in charge. 7.4 Extra Cut of Pipe Line Shells : In the course of full erection work, the contractor may berequired to cut steel plates of pipes and specials etc. in order to get an exact fit for welding. Suchcutting shall be done by using gas-cutting equipment, mechanically with the special jigs. Thecutting shall be done along the required angle or bend as to obtain a correct fit in the field. Allglobules and the joints would be proposed by the Engineer-in-charge will be made for the cut overa length of 1/3rd of perimeter of pipes. or less at one place. No extra payment will be made for the

cutting work for bringing the pipe ends within the stipulated tolerance. However, if the cut is morethan 1/3rd of perimeter of pipes in length the contractor will be entitled for extra payment for theactual length cut as per relevant item of the schedule ‘B’ of the agreement. 7.5 Tests for Welded Joints : The welded joints shall be tested in accordance with IS: 3600-1984.The entire cost of the test including taking of test pieces, transporting to and from the testlaboratory, all test fees etc. shall be borne by the contractor. The test pieces will generally notexceed 1 in 20 joints and shall be from the location pointed out by the Engineer-in-charge. The jobof testing the piece, removed from the pipe shall be completed taking care to see that it wouldcome to the specification of the required dimensions, and make up the hole in the pipe byinserting and welding suitable plates. Adequate care shall be taken while preparing these plates,so as to get the cut welded. No extra payment for these additional plates, finishing its edges andwelding to the main pipe will made. 7.5.1 Tensile Test : The specimen taken perpendicularly across the weld shall be shaped inaccordance with the IS : 266-1975. The specimen shall be taken from any field joint in the pipe asdirected by the Engineer-in-charge and shall be with the weld approximately in the middle of thespecimen. Tensile test specimen shall be machined. The protruding welded portion from thespecimen both inside and outside shall be removed by machining or grinding before the specimenis tested. 7.5.2 Re-testing : If the results of the above test do not conform the requirements specified,retests of two additional pieces from same section shall be made each of which shall conform tothe required specifications. In case of failure of one or both, it is to be treated as unsound andentire lot of 20 joints shall be provided with strap joints at contractor’s cost before the section canbe accepted (one test is to be taken from 20 (twenty) full joints). If the result is satisfactory all thetwenty joints are to be taken as complete in all respect. 7.6 Test of Pipeline : The test of the pipe line in the field will be carried out after completion of thejointing of pipe line. Testing shall be carried out in the following manner. The pipeline shall besubjected to the hydraulic test in full length or in parts as may be found feasible. For testing ofpipeline in parts, the ends of the pipeline shall be closed with suitable plates, welded andsupported properly. No extra payment for this will be made. The 1.5 times the working pressure inthe pipes shall be built up by the use of reciprocating pumps. In case of a leak any where in thejoint whether welded or bolted for valves and specials fixed under relevant items, the same shallbe repaired entirely at the cost of the contractor which shall include cost of excavation, breaking outer coating, repairs to the welding and out coating, refilling. The entire cost of this test shall beborne by the contractor, who shall make arrangements for pumps etc. All charges on account ofhydraulic testing either initial or subsequent are to be borne by the contractor. The water for initialtesting shall be given by MIDC free of cost. For subsequent fills water will be charged at theprevaling industrial rate in respective industrial area. 7.7 The Item to Include : The item includes the cost of labour, tools & equipments, welding rods,gas cutting, testing of welded joints and hydraulic test of entire pipe line etc. complete. The cost ofrectification of welded joints, in case of unsatisfactory test results also shall be included in the rate. 7.8 Mode of Measurement & Payment : The measurement shall be recorded as number of joints,for specified diameter of pipe. Payment shall be made in following stages: 1. 70 % on completion of welding of joints. 2. 20 % on obtaining satisfactory test results of welded joints. 3. Balance 10% on satisfactory hydraulic testing and commissioning of pipe line. 7.1 1000 mm diameter - Two run welding from outside & inside each. Specification: 7.2 1500 mm diameter - Two run welding from outside & inside each. Specification:

8 Providing divers for under water work with all safety devices & boat having capacity 6 personas per requirement of work. Specification: 8.1) Specification : - The item includes providing skilled & trained divers with breathing 7 safetyequipments for under water work such as removing dismantlled stones,concrete etc fromchamber.Item also includes providing divers for placing covering tarpaulins around intake well.Item also includes providing minimum 6 seater water boat for transporation men & material uptointake well . 8.2) Mode of measurement : - Contract rate shall be per number on Job basis. 9 Dewatering the excavated trenches, foundations or any pool of water to be drained out as perdirection of Engineer-in-charge. Specification: 9.1 General : Dewatering is required in excavation of foundations and trenches before and duringconcreting and construction in foundation when water is met with. Dewatering covered under thisitem shall be executed only under the specific permission of Engineer-in-Charge. 9.2 Process of Dewatering : Pumping or labour shall be applied for bailing out the water,depending upon the quantum of water. Cement grouting or other approved methods may be usedby the contractor at his direction and cost to prevent or reduce seepage and to protect the area tobe excavated if the soil is porous. Adequate pumping arrangements shall be made for Dewateringfoundation trenches and pools in the building area and keeping the same dry while excavation,masonry or concreting is in progress and till the mortar has sufficiently set. Pumping shall be donein such a way as not to cause damage to the work or adjoining property by blows, subsidence etc. 9.3 Disposal of Water : The water from the excavated trenches shall be disposed off in themanner as detailed below and approved by the Engineer in Charge: a) In the developed areas, such as cities having sewerage system or open gutters along theroadside, the water may be led to the nearest such gutters or sewers. b) In areas where no sewer system or side gutters are available, the water may be led to thenearest natural drain or pond through properly laid and dug channels or through pipes. Disposal ofwater shall in no case cause inconvenience or nuisance to the inhabitants of the area or causedamage to the property and structures. Municipal or Government regulations shall be compliedwith and rights of private landowners shall be respected regarding disposal of water. Contractorshall obtain permission of local bodies (municipalities etc.) and person/s concerned, to lead thewater to the open or underground sewers, or for digging up channels, use of private or public landsetc.. Contractor shall be responsible for damages caused in the operation of this item. Thecontractor shall make his own arrangements for necessary labour, material, pumps, well-points,and other suitable machinery and devices. 9.4 Pumping : (A) Adequate pumping arrangements shall be made for Dewatering foundationtrenches and pools. The same shall be kept dry while excavation, masonry or concreting is inprogress and till the mortar has sufficiently set. Pumps of required capacity and in required numberand stages shall be provided depending upon the quantity of water. Pumping from the foundationtrenches shall be done directly from the foundation trenches or from a sump outside theexcavation. No pumping shall be allowed during laying of concrete or masonry and for a period of

at least 24 hours thereafter unless it is done from a suitable sump separated from concrete ormasonry by effective means. Pumping shall be done in such a way as not to cause damage to thework or adjoining property by blow, subsidence etc. (B) The logbook keeping the record ofpumping (pump wise) shall be kept for cross checks & verifications of work done. The same shouldbe signed daily by representatives of contractor in token of acceptance as well as Engineer-in-charge. 9.5 Protective Measures : During the process of Dewatering the contractor shall ensure theprotection of side slopes and the work area by necessary supporting arrangements, shoring andstrutting, staging to protect the damages to the machinery and labour inside the trench orfoundation area. At nights the red lantern and the watchman shall guard the working area. Anydamage to machinery and labour or any human is the responsibility of the contractor. 9.6 Item to Includes : (1) All labour, materials, pumps, hose pipes, plants, equipment, staging, shoring, strutting, sumpsand other arrangements, (2) Dewatering foundation trenches and construction area and keeping the same dry during theprogress of work till necessary, This shall also include time required for passing foundation andtaking measurements of all the items requiring Dewatering. (3) Desilting and keeping clean the foundation pit or trenches during the process of Dewatering, (4) Disposal of water, as specified above. (5) Compensation for the injury to the workm`en and the public or damages to the nearbyproperties during and on account of Dewatering and disposal of water. (6) Maintaining & keepingof logbook / record of pumping. 9.7 Mode of Measurement and Payment: This item shall be estimated on the basis pumping HPhours and shall be tendered on lump sum basis depending upon the tender provisions. Thepayment shall be made fully at the tendered lumpsum amount after completion of construction ortill the period when Dewatering is no more required. 10 Providing & laying in position Ready Mix Cement Concrete for RCC work for beam column,slabs, pardis, road pavement, etc. using granite / black trap graded metal including mixing in plant,transporting in transit mixer, placing and compacting by mechanical means including steel or plywood centering, form work for all elements, including all lifts & stationery pump for lifting concrete,all leads of concrete from RMC plant to site of work etc complete. Notes : 1. The prices shallinclude the activities of: a. Study / recommendation of the concrete mix design. b. Preparation andtesting of the concrete as per the approved design mix. c. Transportation of the concrete upto site.d. Placement of concrete in the formwork. e. Compaction, texturing and curing of concrete. Specification: 10.1 General : Ready Mix Concrete shall have all special conditions/directions same as for sitemixed concrete applicable as per IS code practise. Ready Mix Concrete prepared and transportedwill be as IS: 4926-1976 or the latest IS code. No dry mix shall be brought on site and water addedthere at. Ready Mix Concrete will be brought to the site from RMC plant only by transit mixers(agitators). Every transit mixer will carry computerised delivery ticket, mentioning the minimumfollowing details: (i) Name of the manufacturer. (ii) Serial No. of ticket. (iii) Date. (iv) Truck No.

(v) Name of Contractor to whom the RMC is being supplied. (vi) Location of contract. (vii) Grade of concrete. (viii) Specified workability. (ix) Cement content and grade of cement. (x) Time of loading. (xi) Quality of concrete. When the transit mixer arrives on site, the drum should always be speeded to about 10 to 15rev/min., for at least 3 minutes, to make sure that the concrete is thoroughly mixed and uniform,before discharge. 10.2 Testing : The sampling and testing requirements for Ready Mix Concrete are the same asthose for site mixed concrete. A) Workability : The following procedure is adopted for testing workability; (i) There should be mentioned of specified workability as per grade requirement and siterequirement in the tender document. (ii) After making sure that the concrete has been uniformly mixed, take a sample from the first 0.5cum. of concrete discharge and do a sump (of compacting factor) test on the sample. If the resultcomplies with the specified requirements, then the load should be accepted. If the results arebeyond limit, a further sample should be taken from the second 0.5 cum. of the discharge and ifthis is satisfactory, the load should be accepted, if not the concrete load should be rejected, as thesame is not as per the specification range. Permissible variation in sump shall be ?10 mm as perIS: 4926-1976. B) Cement Content : Cement content for cubic meter of Ready Mix Concrete shall be mentionedfor each grade of concrete. The minimum cement content in the various grades of concrete shallbe as per design mix for a particular grade of concrete. The mix design shall confirm to one of themethods specified in IS: 10262 or IRC 44. However preferable the mix design should be done asper details given in IRC-44 of 1976- “Tentative guidelines cement concrete mix design”. The mixdesign shall be approved from Govt. laboratory. The grade of cement shall be mentioned in thecontract documents. Cement shall have to be got tested at the Govt. laboratory or the laboratoryapproved by the Engineer in Charge. C) Water : The contractor/ manufacturer shall have to make their own arrangements of potablewater for using in mixing of concrete and for curing purpose. It shall meet the requirement as perIS: 456-2000. D) Sand : Sand shall be of approved quality with fineness modulus between 2.4 to 3.5 as perapproved mix design. The sand will have to be screened to remove the oversize particles andwashed to reduce the silt contents below 5% by volume after one hour & to bring it within thepermissible range of fineness modulus. Blending of sand of fine and coarse quality may bepermitted at mix design stage to achieve the required fineness modulus, if it is found necessary togive desired results. The fine aggregates will be tested as directed by Engineer in Charge. E) Coarse Aggregate : Specified sizes of aggregates mentioned in design mix shall be used bymanufacturer of RMC plant. Client shall confirm the quality of sand used for concrete. If coarseaggregate are found having white spots, the same shall be got tested from approved testinglaboratory to eliminate possibility of potential aggregate alkali reactivity before accepting or usingspotted aggregates. The manufacturer should make the necessary arrangements to stock theaggregates separately so that they do not get mixed up with each other and/or with the foreignmaterials and do not get segregated. The screening of the aggregates shall be done if found

necessary as directed by the Engineer in Charge. F) Compressive Strength : Compressive Strength testing shall be carried out on site for 7 days,14 days and 28 days strength. The water content shall be the minimum required to provide thespecified workability for full compaction of the concrete to the required compaction of the concreteto the required density. The maximum water cement ratio shall be 0.40. At least three setsconsisting of 4 cubes from different loads for testing the compressive strength for each days work.One cube from each set shall be tested for 7 days, 14 days and 28 days strength in presence ofEngineer in Charge in accordance with testing procedure. In case of failure of 28 days strength atsite laboratory, remaining three cubes shall be sent to approved laboratory immediately for testingfor 28 days strength. G) Density : The density of the compacted concrete shall be such that the total air voids are notmore than 3%. Core density test shall be carried out in accordance with the relevant IS codes. H) Admixtures : The admixture shall be used with consent with the purchaser/ client. Theadmixture used shall confirm to IS: 9103-1979 reaffirmed on 1990 or ASTMC-494 of 92. Thefollowing admixtures to be used in concrete: (i) Accelerating Admixtures, (ii) Retarding Admixtures, (iii) Water Reducing Admixtures, (iv) Air Entraining Admixtures, The admixtures used in concrete shall be from reputed manufacturers such that Phosrock as perrelevant IS code. 10.3 Pumping of Concrete : The ability of concrete to be pumped relies on combination of.. (i) Properties of concrete: Ratio of maximum aggregate size to pipe line diameter and workability.Nominal aggregate size not exceeding one-fifth of the pipe line diameter. Fine Aggregate contentis up to 5% higher than for a normal well designed mix. Slump is over 50 mm preferable 75 mm.Cement content is over 300 kg/m3 or the weight of cement plus fine aggregate before 300 micronis over 1.75 free water content. 104 Mode of Measurements : The contract rate shall be on cum. basis of the item executed asper specifications. Notes : The above prices shall include the activities of a) Study/ recommendations of the concrete mix design. b) Preparation and testing of the concrete as per the approved design mix. c) Transportation of the concrete up to site. d) Placement of concrete in the form work. e) Compaction, texturing and curing of concrete. 10.1 M - 15 Grade Specification: 11 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: 11.1 General : The item pertains to 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.. 11.2 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. 11.3 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. 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. 11.4 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. 11.5 Mode of Measurement and Payment : The measurement of the reinforcement bars shall betaken in metric tons. The measurement shall be taken according to item Gen/C/0.25.2. 11.1 Tor Steel Bars. Specification: 12 Lowering & lifting M.S. pipes, M.S. plate of larger diameter having length more than 7 meterfrom wagon at any Railway Station unloading on ground with the help of crane, loading the samein the trailer & unloading in an approved manner the said material at the destination as perinstructions, stacking over the ground or any other place where materials are to be conveyed. (Allplaces of Maharashtra are covered by this item) Three operations are considered i.e. unloading &one loading with the help of crane and one unloading operation at the site will be done by crane isconsidered. Specification: 12.1 General : The item pertains to unloading on ground, loading in the vehicle and unloading orre-loading at destination of M.S. Pipes and plates of lengths more than 7m, from and to railwayWagon, steamer, godowns depots or any site of Work into trailer and by approved methods. It alsoincludes approved methods of lifting and lowering. 12.2 Loading–Lifting and Lowering : The lifting method for long M.S. Pipes and plates from thestacks from Railway Wagon, steamer, godown, stock yard depots, from work sites etc. shall be bylifting hooks or cranes of appropriate capacity. Pipes and plates shall be lifted by suing protectivecovers at edges and shall be lifted from and both the ends depending upon the weight and lengthof pipe. The second operation shall be to lower the specified material in the trailer or for stacking.This operation is the subsequent operation after unloading from wagon/containers etc. on groundand lifting the material from the stacks taking the material to the trailer and lowering the same inthe vehicle at appropriate location so that the material is stacked in the approved manner and shall not get damaged during the transport. 12.3 Transport : The material then shall be taken to the destination as per the contract or asdirected, by the trailer or approved means of conveyance in which the material is loaded. All thesafety signs such as red flags, red lights at the edges etc. shall be provided during transportation.

The transportation charges shall be paid separately 12.4 Unloading-Lifting and Lowering : The M.S. Pipes or plates, loaded in the Trailer andtransported to the godown or stack yard or to work site or Railway wagon or steamer also has tobe lifted from the vehicle and lowered and stacked again in appropriate manner for store or for transportation. The lifting and lowering shall be as per Gen/N/2.2. 12.5 Item to Include : The item includes loading and unloading operations for the M.S. Pipes orplates, from one destination to other destination respectively as per the contract conditions. Itincludes all the labour, machinery, equipment, and tools for loading and unloading operations as per the specifications. Though the transportation is incidental, the same is not included in thisitem. The item also includes safe handling and transportation of the material. Any damages to thepipes or plates shall be recovered from the contractor. 12.6 Mode of Measurement : The specified material loaded and unloaded as per the contractshall be measured in Metric tones up to 3 decimals, i.e. up to kg. The weights can be evaluated byweighing first the unloaded vehicle and then again weighing the loaded vehicle and deducting theweight of unloaded vehicle from the laden weight. If the weights predetermined, same shall berecorded. The contract rate, for the specified material, shall be per Metric Tone weight unloaded,loaded and then unloaded as per the specifications. 12.1 M.S. pipes having length more than 7 M. Specification: 13 "Conveyance of M.S./other pipes/plates having length more than 7 m. through trailers onlyfor10 MT weight and lead upto 30 km Specification:

13.1 General:- The item pertains to conveyance or transportation of the M.S. and other pipes and

plates, from one destination to another in the state of Maharashtra. The rate per MT per km is

same for any distance required to be travelled. The loading and unloading operations are

considered through separate item ConA/2

.

13.2 Mode of measurement :- The item rate shall be paid on lumpsum basis for the complete job

carried out satisfactory as per satisfaction of engineerin – charge.

Signed By

Organisation Unit

Signed Date

PATIL SATISH BHAGWAN

MAHARASHTRAINDUSTRIALDEVELOPMENTCORPORATION02/09/2016

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:

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tender for name of work : pune civilpimpri chinchwad

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