dg - maharashtra industrial development...

MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION

TENDER DOCUMENT

TENDER FOR

Name of Work : DG - BARSHI(G.C.) INDUSTRIAL AREA...Barshi IndustrialArea . . . .Providing infrastructural facilities in PH I.


Short Tender Notice1 1 1

Detailed Tender Notice2 2 4

SCOPE OF WORK3 5 5

CLAUSE FOR PAYMENT OF STAMP DUTY4 6 6

CLAUSE FOR PERFORMANCE SECURITY5 7 7

CLAUSE FOR RECOVCERY OF LABOUR CESS6 8 8

B-1 Tender Form7 9 32

Schedule A8 33 35

COMMON CONDITIONS AND ADDITIONAL CONTRACT CONDITIONS9 36 42

SPECIAL CONDITION FOR ROYALTY PAYMENT10 43 43

Special Condition For Asphalt - Challan11 44 44

CLAUSE FOR REIMBURSEMENT OF TAXES/DUTIES12 45 45

PRICE VARIATION CLAUSE13 46 54

BANK GUARANTEE (PROFORMA)14 55 56

Value Added Tax (VAT) Act and Contract Labour, Income Tax Clause15 57 57

SERVICE TAX CLAUSE (For other than maintenance, labour oriented and consultancy works)16 58 58

INSURANCE Clause of Work17 59 59

THIRD PARTY INSPECTION CLAUSE18 60 60

CLAUSE FOR QUALITY AUDIT.19 61 61

STANDARD CEMENT CONSUMPTION STATEMENT20 62 66

CEMENT VARIATION CLAUSE21 67 67

MAINTENANCE GUARANTEE CLAUSE DURING DEFECT LIABILITY PERIOD.22 68 68

List of Defects Required to be observed and Rectified by the Contractor during the Defect Liability Period23 69 69

DECLARATION FOR NON-EMPLOYMENT OF EX-MIDC EMPLOYEE24 70 70

ADDITIONAL CLAUSE FOR WORKS COSTING MORE THAN RS.50 LAKHS25 71 71

Certificate From Contractor26 72 72

Schedule B27 73 81

ANNEXURE – ‘A’ Joint Venture for works costing more than Rs.300 Lakhs28 82 83

ANNEXURE – ‘B’ Joint Venture for works costing more than Rs.300 Lakhs29 84 88

POST-QUALIFICATION FORM for Joint Venture for works costing Above Rs.300 Lakhs30 89 98

ADDITIONAL CONTRACT CONDITIONS31 99 99

Item Wise Specification32 100

Index

Sr.No.

Particulars PageFrom

PageTo

Work Name : DG - BARSHI(G.C.) INDUSTRIAL AREA...Barshi Industrial Area . . . .Providing infrastructuralfacilities in PH I.

(A Government of Maharashtra Undertaking)


E tenders are invited for the work “Barshi Industrial Area . . . .Providing infrastructural facilities in PH I.” havingestimated cost of Rs. 4,97,71,578.00 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 20/10/2016 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.46/2016 /2016-2017

Chief Engineer

Zone Pune

Page 1 Executive EngineerContractor

DETAILED TENDER NOTICE NO. E-TENDER NOTICE NO.46/2016

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

DG - BARSHI(G.C.) INDUSTRIAL AREA...Barshi IndustrialArea . . . .Providing infrastructural facilities in PH I.

2. Rs 4,97,71,578.00Estimated Cost

Earnest Money Deposit3.

Pay Rs 2,48,900.00 online

4. Application Support Amount

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

5. Security Deposit

Pay Initial security deposit Rs 14,93,200.00 or 3.00% of tenderedcost whichever is higher. S. D. in the form of BG will be acceptedwhen amount of S.D. is more than Rs.50,000

Rs 34,84,100.00 or 7.00% of tendered cost whichever is higher tobe deducted through bills.

Cost of Blank Tender Form6.Rs 10,000.00 pay online (Non Refundable)

Required,Rs 500000Deposit 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 Sangli in favour of The ExecutiveEngineer, MIDC,Sangali Division Sangli

Performance Security8.

Time Period9.18 Months Including monsoon

10. Availability of blank tender form26/09/2016 To 20/10/2016 (to be downloaded from the MIDC Etendering site www.midcindia.org).


11. Queries of contractorWill be received by E tendering upto 05/10/2016 06:00 PM

12. Reply to queries & MIDC clarificationWill be published on the website on 10/10/2016 06:00 PM

Last date of submission of Tender13.20/10/2016 upto 11:00 AM hrs. @ MIDC website.

Date of opening of PQ & tender

Place of Tender Opening14.

20/10/2016 01:00 PM hrs. (if possible)

The Superintending Engineer MIDC, Pune Circle(I), Pune 03

15. Class of registerationII

16. Eligibility

The contractors registered with PWD of Government ofMaharashtra or registered with MES, Railways, CPWD,CIDCO or MJP in appropriate class. For experience certicateplease see P.Q. documents.

Compensation17.Rs 4,000.00 per day for delay in work execution/ completionof work.

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. (iii) Professional Tax Registration Certificate for employees in E category for tenders without PQ and both i.e.


Zone Pune

Chief Engineer

(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.


SCOPE OF WORK

Name Of Work :- Barshi Industrial Area . . . .Providing infrastructural facilities in PH I.

MIDC has planned to developed Barshi Industrial Area in Solapur District admeasuring 253.15 Hect. ofland. In Phase (I), MIDC has taken possession of 54.24 Hect. of land within village limits of Gatachi wadi, Tal.Barshi, District Solapur, along Barshi – Tad Saindane road. This area is located 75 Kms. from Solapur city & 3Kms. from Barshi.

Recently, layout of Barshi Indl. Area for Phase (I) is received & demarcation of plots & roads has beencarried out. In Phase (I), total 120 no. plots are carved out & allotment process has been initiated by Land Deptt.

It is therefore bound to provide necessary infrastructural facilities i.e.internal roads, water supplydistribution network, etc. In view of above, Tender l for the work of “Barshi Industrial Area….. Providinginfrastructural facilities in PH I”, is invited . The work consists of following sub works.

1) Providing WBM roads of 7.50mtr. metal width having length of 2800 Rm, 5.50mtr. metal width having length of2010 Rm & 3.75Mtr. metal width having length of 160 Rm.2) Initial asphalt treatment with 50 mm semigrout with 20mm thick PSS treatment.

Note: Useful excavated material shall be used for banking of roads. Conveyance for excavated material willnot be paid separately. contractor should quote his rate considering excavation items for road works, inclusiveof conveyance for all leads within industrial area.



(A Govt of Maharashtra Undertaking)

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: Works contract that isto say a contract for works and labour or services involving transfer of property in goods (whether as goods or in some other form) in itsexecution and includes sub-contract.

a) Where the amount or value setforth in such contract does notexceed Rs.10 lakhs

Rs.500/- (Five hundred rupees)

b) Where it exceeds Rs.10 lakhs Five hundred rupees plus 0.1 percent of the amount above rupeesten lakhs subject to maximum ofrupees twenty five lakhs

The contractor whose offer will be accepted will be called for execution of the agreement and shall only be liable to pay thestamp duty applicable thereon. The payment of stamp duty of required amount shall be done by the contractor through Government ReceiptAccounting System (GRAS) to the State Govt.


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.




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 The Executive Engineer, MIDC,Sangali Division Sangli and signed by the ExecutiveEngineer, MIDC Dn.

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

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

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

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

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

b Estimated Cost Rs. 4,97,71,578.00

c E.M.D. Rs. 2,48,900.00 paid online.

d Security Deposit Initial SD Rs. 14,93,200.00 or 3.00 % of tendered

cost 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.34,84,100.00 or 7.00 % of tendered costwhichever is higher through RA bills.

Total SD Rs. 49,77,300.00 or 10.00 % of tendered costwhichever is higher.

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

10 %

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

Rs. 4000 per day

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

18 Months Including monsoon


Name of work Barshi Industrial Area . . . .Providinginfrastructural facilities in PH I.

Estimated Cost Rs. 4,97,71,578.00

E.M.D. Rs. 2,48,900.00 paid online.

Security Deposit Initial SD Rs. 14,93,200.00 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.34,84,100.00 or 7.00 % of tendered costwhichever is higher through RA bills.

Total SD Rs. 49,77,300.00 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

10 %

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

Rs. 4000 per day

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

18 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 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 arisingthere from or from any sums which may be due or may become due by MIDC to the contractor under any othercontract or transaction of any nature, on any account whatsoever & in the event of his Security deposit being reducedby reasons of any such deductions or sale as aforesaid, the contractor shall, within 10 days thereafter, make good incash as aforesaid any sum(s) which may have been deducted from (* or raised by sale of his security deposit) or any


part 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. 4000 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. 4000 per day or such amount upto 1% as Suptd. Engineer (whose decision in writing shall be final) maydecide of said estimated cost of the whole work for every day that the due quantity of work remains incomplete,provided always that the total amount of compensation to be paid under the provisions of this clause shall not exceed10% of the estimated cost of the work as shown in the tender.

CLAUSE 3: In any case in which under any clause(s) of this contract, the contractor shall have rendered himselfliable to pay compensation amounting to the whole of this security deposit (whether paid in one sum or deducted byinstallments) or in case of the abandonment of work owing to serious illness or death of the contractor or any othercause the Exe. Engineer on behalf of MIDC shall have power to adopt any of the following courses, as he may deembest suited to the interest of MIDC:-

Action when whole of security deposit is forfeited.


Action when whole of security deposit is forfeited.

a) To rescind the contract (of which rescission notice in writing to the contractor under the hand of the Exe.Engineer shall be conclusive evidence) & in that case the security deposit of the contractor shall stand forfeited & beabsolutely at the disposal of MIDC.

b) To carry out the work or any part of the work departmentally debiting the contractor with the cost of the work,expenditure incurred on the tools & plants, & charges on additional supervisory staff including the cost of workcharged establishment employed for getting the unexecuted part of the work completed & crediting him with thevalue of the work done departmentally in all respects in the same manner & at the same rates as if it had been carriedout by the contractor under the terms of his contract. The certificate of Exe. Engineer, as to the cost & other alliedexpenses so incurred & as to the value of the work so done departmentally shall be final & conclusive against thecontractor.

c) To order that the work of the contractor be measured up & to take such part thereof as shall be unexecuted out ofhis hands & to give it to another contractor to complete in which case all expenses incurred on advertisement forfixing a new contracting agency additional supervisory staff including the cost of work charged establishment & costof the work executed by the new contract agency will be debited to the contractor & the value of the work done orexecuted through the new contractor shall be credited to the contractor in all respects & in the same manner & at thesame rates as if it had been carried out by the contractor under the terms of his contract. The certificate of the Exe.Engineer as to all the cost of the work & other expenses incurred as aforesaid for or in getting the unexecuted workdone by the new contract & as to the value of work so done shall be final & conclusive against the contractor.

In case the contract shall be rescinded under clause:

a) above, the contractor shall not be entitled to recover or be paid any sum for any work therefor, actually performedby him under this contract unless & until the Exe. Engineer shall have certified in writing the performance of suchwork & the amount payable to him in respect thereof, & he shall only be entitled to be paid the amount so certified.In the event of either of the courses referred to in clauses

b) or c) being adopted & the cost of the work executed departmentally or through a new contractor & other alliedexpenses exceeding the value of such work credited to the contractors, the amount of excess shall be deducted fromany money due to the contractor by MIDC under the contract or otherwise howsoever or from his security deposit orthe sale proceed thereof provided. However, the contractor shall have no claim against MIDC even if certified valueof the work done departmentally or through a new contractor, exceeds the certified cost of such work & alliedexpenses, provided always that whichever of the three courses mentioned in clause a), b) or c) is adopted by the Exe.Engineer the contractor shall have no claim to compensation for any loss sustained by him by reason of his havingpurchased or procured any materials, or entered into any engagements or made any advances on account of or with aview to the execution of the work or the performance of the contract.

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

CLAUSE 4; Action when the progress of any particular portion of the work is unsatisfactory: If the progress of anyparticular portion of the work is unsatisfactory the Exe. Engineer shall, notwithstanding that the general progress of


the work is in accordance with the conditions mentioned in Clause 2, be entitled to take action under Clause 3(b)after giving the contractor 10 days notice in writing. The contractor will have no claim for compensation, for any 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 as


aforesaid 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 usecertain stores to be provided by the Engineer-in-charge (such material & stores, & the prices to be charged thereforeas hereinafter mentioned being so far as practicable for the convenience of the contractor but not so as in any way tocontrol the meaning or effect of this contract specified in the schedule or memorandum hereto annexed) the


contractor 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 shallcommence work or incur any expenditure in regard thereto before the rates shall have been determined as lastlyhereinbefore mentioned, then in such case he shall only be entitled to be paid in respect of the work carried out orexpenditure incurred by him prior to the date of the determination of the rate as aforesaid according to such rate(s) as


shall 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 theaggregate of such suspension or in respect of any suspension where so ever occasioned by unsatisfactory work or anyother default on his part. The decision of the Engineer in this regard shall be final & conclusive against thecontractor.


4. In the event of.

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

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

iii) Notice under Clause 15(i) resulting in such curtailment to produce to the Engineer satisfactory documentaryevidence of that he had purchased or agreed to purchase material for use in the contracted work before receipt by himof the notice of stoppage, suspension or curtailment & require MIDC to take over on payment such material at therates determined by the Engineer. Provided, however, that such rates shall in no case exceed the rates at which thesame were acquired by the contractor. The MIDC shall thereafter take over the material so offered, provided thequantities, offered, are not in excess of the requirements of the unexecuted work as specified in the accepted tenderand are of quality and specifications approved by the Engineer.

CLAUSE 15(A); No claim to compensation on account of loss due to delay in supply of material by MIDC: Thecontractor shall not be entitled to claim any compensation from MIDC for the loss suffered by him on account ofdelay by MIDC in the supply of materials entered in Schedule 'A' where such delay is caused by:

i) Difficulties relating to the supply of railway wagons.ii) Force majeure.iii) Act of God.iv) Act of enemies of the state or any other reasonable cause beyond the control of MIDC.

In the case of delay in the supply of materials MIDC shall grant such extension of time for the completion of theworks as shall appear to the Exe. Engineer to be reasonable in accordance with the circumstances of the case. Thedecision of the Exe. Engineer as to the extension of time shall be accepted as final by the contractor.

CLAUSE 15 (B); Time limit for unforeseen claims: Under no circumstances whatever shall the contractor be entitledto any compensation from MIDC on any account unless the contractors shall have submitted a claim in writing to theEngineer-in-charge within one month of the cause of such claim occurring.

CLAUSE 16; Action & compensation payable in case of bad work: If any time before the security deposit or any partthereof is refunded to the contractor it shall appear to the Engineer-in-charge or his subordinate in charge of thework, that any work has been executed with unsound, imperfect or unskillful workmanship or with materials ofinferior quality or that materials / articles provided by him for the execution of the work are unsound, or of a qualityinferior to that contracted for, or are otherwise not in accordance with the contract, it shall be lawful for the Engineer-in-charge to intimate this fact in writing to the contractor & then not with standing the fact that the work, materials


or 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 3 Year from the dateof completion as certified by the Engineer-in-charge pursuant to Clause-7 of the contract or 3 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 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 shall


contractor 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;


i) be of sound materials;

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

iii) be maintained in proper condition

d) Scaffolds shall be so constructed that no part thereof can be displaced in consequence of normal use.

e) Scaffolds shall not be overloaded & so far as practicable the load shall be evenly distributed.

f) Before installing lifting gear on scaffolds special precautions shall be taken to ensure the strength & stabilityof the scaffolds.

g) Scaffolds shall be periodically inspected by a competent person.

h) Before allowing a scaffold to be used by his workmen the contractor shall, whether the scaffold has beenerected by his workmen or not, take steps to ensure that it complies fully with the regulations herein specified.

i) Working platforms, gangways & stairways shall :-

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

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

iii) be kept free from any unnecessary obstructions,

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

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

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

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

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

l) When persons are employed on a roof where there is a danger of falling from a height exceeding six feetsuitable precautions shall be taken to prevent fall of persons or material,

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

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


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

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

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

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

c) Hoisting machines & tackle shall be examined & adequately tested after erection on the site & before use & bere-examined in position at intervals to be prescribed by the MIDC.

d) Every chain, ring, hook, shackle, swivel & pulley block used in hoisting/lowering materials or as a means ofsuspension shall be periodically examined.e) Every crane driver/hoisting appliance operator shall be properly qualified.

f) No person who is below the age of 18 years shall be in control of any hoisting machine including any scaffold orgive signals to the operator.

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

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

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

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

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

m) Adequate precautions shall be taken to reduce to a minimum the risk of any part of a suspended load becomingaccidentally displaced.

CLAUSE 23: Measure for prevention of fire: The contractor shall not set fire to any standing jungle, trees,brushwood or grass without written permit from the Exe. Engineer.When such permit is given, & also in all caseswhen destroying cut or dug up trees, brushwood, grass etc. by fire, the contractor shall take necessary measures toprevent such fire spreading to or otherwise damaging surrounding property. The contractor shall make his 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 3 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 : Barshi Industrial Area . . . .Providing infrastructural facilities in PH I.

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.

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.


contractors 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.




COMMON CONDITIONS & ADDITIONAL CONTRACT CONDITIONS

1. COMMON CONDITIONS: Extra charges for any item of work shall not be allowed unless the work to which it is related is clearly withinthe spirit & meaning of the specification or unless such works are ordered in writing by the Engr-in-charge & are claimed for in thespecified manner before the commencement of work. The contractor shall at his own expense make all necessary provisions for housing,water supply, electricity & sanitary arrangements for his employees at site of works as required. He shall pay directly to the concernedauthorities all rates, taxes, royalties & other charges. He shall also comply with all requirements of health department of the concernedauthorities.

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

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

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

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

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

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

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

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

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


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

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

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

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

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

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

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

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

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

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

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

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

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


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

22. The contractor will have to construct a shed for storing controlled & valuable materials issued to him under Schedule 'A' of theagreement, at work site, having double locking arrangement.The material shall be taken for use in the presence of the departmental person.No material will be allowed to be removed from site of work.

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

24. The contractor shall study all the plans, specifications & other terms & conditions of the contract carefully before tendering & shall alsoinspect the site & get self acquainted with nature of work & local conditions regarding the availability of labour, material, source &sufficiency of water supply required for the execution of the work & site conditions, rivers, nallas, topography etc existing roads, means ofcommunication & access to site of work etc.

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

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

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

28. The contractor shall inform the Engineer-in-charge in writing when any portion of the work is ready for inspection giving himsufficient notice to enable him to inspect the same without regarding the further r progress of work. The work shall not be considered tohave been completed inaccordance with terms of contract until the Engineer-in-charge shall have certified in writing to that effect

29. If contractor desires to use any design/material/process covered by letter "Patent" or "Copy Right", it shall be responsibility of thecontractor to observe all legal formalities for the use of the same

30. In the event of there being reasonable doubt as to the quality of workmanship & material used in the construction, the Engineer-in-chargemay order to the contractor to satisfy MIDC by carrying out suitable test of structure or part thereof. In the manner as prescribed in Clauseon Page 53 of the Indian Std. Code for practice for PCC & RCC for general building construction & as per Std.Spcf. of Deptt. As may beapproved by the Engineer-in- charge regarding the sufficiency wherever necessary at his own cost to the entire satisfaction of the Exe.Engineer

31. All the laboratory equipment required for the field test of materials, concrete, steel shall be arranged by contractor at his own cost

32. The contractor shall take all precautions, due care against damage by floods, rains, storms,out break of fire & accidents. Nocompensation willbe allowed to the contractor for his plants/materials lost, damaged by way of the above cause or other causes which isin charge of the contractor.

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


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

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

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

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

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

38. Inspection of Works & Materials:

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

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

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

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

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

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


method at his discretion.

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

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

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

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

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

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

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

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

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

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

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

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


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

43. Care, Maintenance and repair of works:-

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

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

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

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

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

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

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

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

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


his own cost to restore the original condition.

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

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

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

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

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

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

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

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

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

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

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




Special Condition for Royalty Payment

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

sand, metal etc. work done by the contractor

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


Special Condition For Asphalt - Challan

It is binding on the contractor to produce original challan of asphalt weight received from the refinery and also the weightslip of authorized weigh bridge. (The weight must be done in the presence of authorized representative of MIDC). This condition isapplicable to the quantity of asphalt brought for the work, of providing semigrout treatment


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.

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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 per

actual's,

i) Labour component (Kl) 33%

ii) Material component (K2) 62%

iii) Petrol, Oil & Lubricantcomponents

(K3) 05%

iv) Bitumen component

v) HYSD & mild steel component vi) Cement component

vii) CI & DI pipes component

Note: if cement, steel, bitumen, CI & DI pipes are supplied on Schedule-A, then respective component shall not beconsidered. Also, if particular component is not relevant, same shall be deleted.

1) Formula for Labour components :

V1 = 0.85 P x K1 x M1 -M0

_____ ______ 100 M0

Where

V1= Amount of price variation in Rupees to be allowed for labour component P= Cost of work done during thequarter 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 quarterpreceding 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 labourcomponent 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 inwhich 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 forreceipt 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 duringthe 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 ofbitumen under consideration during prevailing quarter preceding the month in which the last date prescribed forreceipt 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

Where

V6= Amount of price escalation in Rupees to be allowed for cement component CO= Basic rate of cement in rupeesper 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& 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 pieceworks. 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 mutual


agreement 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.

Star Rates1) Ashphalt VG- 30 Rs.41332.00 per MT2)Ashphalt VG- 10 Rs.40306.00Per MT3)Cement Rs.6200.00 Per MT


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.


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.




SERVICE TAX CLAUSE

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

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

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

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

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

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


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.


MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION(A Government of Maharashtra Undertaken)

THIRD PARTY INSPECTION

Material such as all type of pipes (of all sizes) R.C.C. / P.S.C. / M.S. /D.I. /CI./A.C./HDPE/PVC/GRP & other, all type ofvalves (of all sizes), any other materials as per requirements which are supplied by the contractor under this contract are subject to thirdparty inspection. The charges for third party inspection shall be 0.20% on the actual cost of materials, excluding Excise and freight ofmaterials. The charges for such inspection shall be paid by the contractor. All the arrangements for inspection i.e. measuring tools, testingequipments and tools, labour required for handling materials during testing etc shall be made available / arranged by the manufacturer /Vendor / contractor in their premises at their own costs. If any particular testing facility is not available at the premises / location of Factory,then the test shall be arranged by the factory owner / Vendor at his own cost at other locations / test laboratory. All expenses in this regardshall also have to be borne by the manufacturer /vendor /contractor only.If the material inspected fails during test on no fault of the inspecting agency, fees are payable to the inspecting agency forthe said inspection and for any further re-inspection of the same material.Third party inspection shall be done from one of the following agencies. The name of the agency for third party inspectionshall be informed by Engineer-in-charge.

1. M/s. Geo-Chem Laboratories Pvt. Ltd.2. M/s. Dr. Amin Controllers Pvt. Ltd.3. M/s. Quality Services and Solutions (QSS),4. M/s. SGS India Pvt. Ltd.5. M/s. Wapcos Ltd.6. M/s. RITES Ltd.

If it is subsequently observed that there are defects in the quality of material, the contractor shall replace the material withoutany extra cost. In addition to third party inspection, the Engineer-in-charge or his representative may conduct inspection intermittently.Third Party Inspection Report : The third party inspection report merely in the certificate form stating thatpipes/valves/specials or any other material inspected are found satisfactory will not be accepted, but it should be in the form of detailedreport stating the parameters checked & observations made with comments of the Inspecting Officer in accordance with the respectivespecifications/detailed item wise specifications / as per Tender notice.

********


CLAUSE FOR QUALITY AUDIT.

The quality audit shall be conducted when the work is approximately completed to the tune of 80%. The quality audit officer shall bethe representative of MIDC nominated by the competent authorities.

The contractor shall have to make available all records, test reports, drawings etc. to the qualityaudit officer. All the defects pointed out by the quality audit officer shall have to be rectified by thecontractor with his own cost.

Unless all the defects pointed out by the quality audit officer, are rectified by contractor as per specificationsfinal bill shall not be paid to the contractor.


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 65 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.




Maintenance Guarantee Clause during Defect Liability Period .

1. The contractor willhave to guarantee the work executed under the agreement for a period of 3 Year from the date of completion of thework. During this period of 3 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 3 Year from the date of

completion of work.

Before releasing such security deposit after 3 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 3 Year from the date of completion of work.9. This Maintenance Guarantee Clause supersedes all clauses regarding security deposit mentioned elsewhere in this tender.


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

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

For WBM Road, CD works & Asphalting Works

1. Sinkiing of embankment, side shoulders, forming depressions, forming boils etc.

2. Developing pot holes, ruts, boils, wavy surface.3. Sinking of road at CD Works, forming depressions/ bumps.4. Underpining at CD works.5. Developing longitudinal cracks.6. Side shoulders not devleoped and compacted to level of asphalted road surface.7. Damage of NP2/NP3 Class pipes and pipe joints of CD works.8. Damge of UCR masonry.9. Sinking of cushioning over CD works pipes.10. Peeling out of pointing of UCR masonary.11. Developing horizontal and vertical cracks to UCR masonry, coping, concrete and plaster.12. Any other defect crititical or logical defect informed by Engineer-in-charge.

.

Note:

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

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




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




ADDITIONAL CLAUSE FOR WORKS COSTING MORE THAN Rs.50 LAKHS

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

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

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

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

tables, chairs, cupboard, fans etc.

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

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




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


Schedule B



Name Of Sub Estimate : Construction of WBM Road with service pipes & CD works.Amount And Rate In (Rs)

Sr.No Item DescriptionQuantity Rate Unit AmountRate In Words

4,19,400.00CubicMeter

90.004,660.00

Open excavation for road works, sidegutters water retaining structures andlarge excavated areas not involvingmanual lift of materials such as waterreservoir, foundation, dam seats andallied works in soils of all sorts, sandgravel, soft and hard murum andboulders not exceeding 0.03 Cu.M. insize, to required grade, camber andside slopes and conveying theexcavated material with all lifts andupto a lead of 100 m from outside theedge of excavated area, spreadingthe same on embankment or stackingas directed.

1 Rupees NinetyOnly


280.001,000.00

Open excavation for road works, sidegutters and large excavated areas notinvolving manual lift of material suchas water reservoir, foundations, damseats and allied works in soft rockand boulders beyond 0.03 to 0.3Cu.M. rubble and conveying andstacking in regular stacks with all liftsand leads up to 100 m from outsideedge of the excavated area.

2 Rupees TwoHundred EightyOnly


Amount And Rate In (Rs)



770.001,000.00

Open excavation for road work, sidegutters and large excavated areas notinvolving manual lift of materials suchas water reservoir, foundation, damseats and allied works, in hard rockand boulders above 0.3 Cu.M. size bywedging, chiselling and / or linedrilling etc. or excavation in lateriaterock including dressing section to therequired grade camber, slopes andbreaking to 225 mm. size rubble andconveying the same, stacking inregular stacks with all lift and leadsupto 100 m. from outside edges ofexcavated area.

3 Rupees SevenHundredSeventy Only

Earthwork in embankment withapproved material having field soakCBR not less than 8 and laboratorysoak CBR not less than 12 obtainedby the Contractor from his borrowareas including all lifts and leadsincluding laying in layers of 20cm to30cm for power roller and 45cm to60cm for vibratory compactor,breaking clods, and dressing to therequired lines, curves and sectionincluding payment of royalty chargesto the Govt. of Maharashtra. For Allleads.

4

1,68,60,000.00

CubicMeter

400.0042,150.00

For All lead .4.1 Rupees FourHundred Only

Watering to optimum moisturecontent and rolling to maximum drydensity by roller to the final formationof road in cutting in soil and murum.

5

14,920.00SquareMeter

8.001,865.00

With vibratory roller5.1 Rupees EightOnly


9.0045,640.00

Watering to OMC (16 kg to 24 kg ofwater per Cu.M.) The earth work inembankment in 20 cm to 30 cmlayers. (95% proctor density)

6 Rupees NineOnly

Consolidation with proper ramming /rolling in layers the earth work inembankment . (95% proctor density)

7





14.0045,640.00

With vibratory roller in 45 to 60 cmlayers

7.1 RupeesFourteen Only

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

8


950.006,720.00

Quarry metal.8.1 Rupees NineHundred FiftyOnly

Supplying 40 mm trap stone metalat the roadside including conveyingand stacking complete including alltaxes and royalty. Lead up to 10 kmcomplete.

9


1,070.003,240.00

Quarry metal.9.1 Rupees OneThousandSeventy Only


55.009,960.00

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

10 Rupees FiftyFive Only

79,680.00CubicMeter

32.002,490.00

Spreading hard murum, or blindagecollected in roadside stack over thetop of soling or oversize metal or sizemetal including evening it into top ofcrevices (Road side stacks of murumwill be measured including voidswithout deducting allowance forcompaction, separately and paid forunder relevant item of embankmentof road whichever is applicable.)

11 Rupees ThirtyTwo Only

2,07,720.00SquareMeter

6.0034,620.00

Watering over sub-grade consistingof soling and / or oversize metal.

12 Rupees SixOnly

Consolidation over sub-gradeconsisting of soling and / or oversizemetal and hard murum by 8-10 tonneroller until proper interlocking etc.complete.

13


13.0034,620.00

With 30 tonne vibratory roller13.1 RupeesThirteen Only




Watering over size metal andblindage during consolidation by 8-10tonne roller over final surface of sizemetal and blindage until properinterlocking etc. complete.

14


16.0032,365.00

With 30 MT vibratoryroller/compactor

14.1 Rupees SixteenOnly

70,950.00CubicMeter

150.00473.00 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.

15 Rupees OneHundred FiftyOnly

33,660.00CubicMeter

330.00102.00 Excavation for trenches, pits,pipelines, foundations, columnfootings, walls etc. in soft rock andboulders between 0.03 TO 0.30 Cu.M.in size for a depth upto 1.5 Mincluding removing the excavatedmaterials upto a distance of 50 Mbeyond the edges of trenches / pitsetc. breaking the boulders into 225mm size rubble including stacking thesame (rubble as well as soft rock)and / or spreading as directed, bailingout water if any, preparing the bedfor foundations & necessary backfilling the excavated pit / trench asdirected by Engineer-in-charge alllabour and materials complete.

16 Rupees ThreeHundred ThirtyOnly




Excavation for trenches, pits for pipelines, foundations, column footings,drainage lines etc in hard rock,manjarya rock & laterite by chiselling,wedging, line drilling etc. includingtrimming and levelling the bed,removing the excavated materialsupto a distance of 50 M beyond theedges of trenches / pits including theinitial lift of 1.5 M, stacking asdirected, de-watering back filling inlayers, watering ramming etc. asrequired or as directed by Engineer InCharge, all labour and materialscomplete.

17

79,050.00CubicMeter

775.00102.00 Hard Rock17.1 Rupees SevenHundredSeventy FiveOnly

Providing at the site of work andlowering, laying and jointing RCC NP2class pipes conforming to IS:458-1988 in prepared trenches ingrade and level, including hoisting,making rubber ring / collar joints incement mortar 1:1, including cost ofcollar / rubber ring, jointing materiallike cement, sand etc. and hydraulictesting of the pipes at factory as wellas on site as per the stipulation inrelevant IS code etc. complete.

18

5,66,200.00RunningMeter

475.001,192.00

200 mm dia.18.1 Rupees FourHundredSeventy FiveOnly




Providing at the site of work andlowering, laying and jointing RCCNP3 class pipes conforming toIS458-1998 in prepared trenches ingrade and level, including hoisting,making rubber ring / collar joints incement mortar 1:1, including cost ofcollar / rubber ring, jointing materiallike cement, sand etc. and hydraulictesting of the pipes at factory as wellas on site per the stipulation inrelevant IS code etc. complete.

19


3,695.00152.50 600 mm dia.19.1 Rupees ThreeThousand SixHundred NinetyFive Only


5,420.0022.50 700 mm dia.19.2 Rupees FiveThousand FourHundredTwenty Only


6,780.0020.00 800 mm dia.19.3 Rupees SixThousandSeven HundredEighty Only

74,700.00RunningMeter

7,470.0010.00 900 mm dia.19.4 Rupees SevenThousand FourHundredSeventy Only


8,420.0025.00 1000 mm dia.19.5 Rupees EightThousand FourHundredTwenty Only


11,830.0062.50 1200 mm dia.19.6 Rupees ElevenThousand EightHundred 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.

20

With Natural Sand20.1


4,600.0029.00 a) In 1:3:6 proportion. Rupees FourThousand SixHundred Only


5,550.00439.00 b) In 1:2:4 proportion. Rupees FiveThousand FiveHundred FiftyOnly

3,62,13,262.50Total Amount Rs :

Name Of Sub Estimate : Asphalting by 50mm semigrout & 25mm thick Premix Carpet with liquid seal coattreatment



Providing trap / stone / granite stonemetal at the work site as directed instacks of minimum size of 3 x 2 x 1m or as directed in stacks of highersizes than the minimum stipulatedabove Including all loading /unloading operation and conveyanceto the site of work lead up to 10 km.including all taxes and royaltycharges.

1


1,070.001,460.00

Standard size 40 mm (Hand Broken)1.1 Rupees OneThousandSeventy Only


1,020.00490.00 Standard size 30 mm (Crushedaggregate)

1.2 Rupees OneThousandTwenty Only


1,040.00490.00 Standard size 12 mm (Crushedaggregate)

1.3 Rupees OneThousandFourty Only



46.002,440.00

Spreading metal on road surfacefrom 40 mm to 10 mm standard sizeand spreading evenly to requiredcamber and gradient with lead up to100 m from stacks.

2 Rupees FourtySix Only


6.0032,365.00

Watering over sub-grade consistingof soling and / or oversize metal.

3 Rupees SixOnly

Rolling with 8 / 10 tonne vibratoryroller over 40 to 25 mm standard sizemetal to finish the surface to requiredcamber and gradient until properinterlocking.

4


14.5032,365.00

30 tonne vibratory compactors4.1 RupeesFourteen AndPaisa Fifty Only

Supplying and stacking at works siteas directed VG 40, VG 30 and VG 10penetration grade asphalt in bulkconforming to IS:73-2013. (Rate istaken at Refinery, Mumbai).

5

41,10,480.00MetricTonne

45,672.0090.00 VG 305.1 Rupees FourtyFive ThousandSix HundredSeventy TwoOnly

3,78,000.00MetricTonne

4,200.0090.00 Transporting asphalt from refinery tosite of work.c) Lead from 200Km and above.

6 Rupees FourThousand TwoHundred Only

Heating asphalt to its boiling pointand evenly spreading it over roadsurface for grout treatment / tackcoats / seal coats.

7

VG 10 grade bitumen conforming toIS: 73-2006

7.1

19,800.00MetricTonne

220.0090.00 a) Bulk Asphalt. Rupees TwoHundredTwenty Only


7.5032,365.00

Rolling with 8 / 10 tonne vibratoryroller on the grouted surface.

8 Rupees SevenAnd Paisa FiftyOnly


5.5032,365.00

Cleaning the old / fresh asphaltsurface with wire brushes, bristlesbrushes and gunny bags to receiveasphalt treatment.

9 Rupees FiveAnd Paisa FiftyOnly



163.2032,365.00

Providing and laying 20 mm. thickpremix seal surfacing with all leads asdirected, preparing and cleaning thebase, heating aggregates at 0.27m3per 10m2 of aggregates of specifiedsize, mixing with heated asphalt VG30 grade 14.6 kg. per 10m2 in a hotmix plant and spreading over thesurface to be treated after applyingtack coat using VG 10 grade asphaltdose 2.5 kg/10m2 or bituminousemulsion grade conforming to IS:8887 dose 2.50 kg / 10 m2, layingthe mix seal surfacing withhydrostatic paver with sensor control& compaction to the desire level etc.complete.I) By using VG 10 grade asphalt fortack coat.a) Using VG 30 grade Asphalt.

10 Rupees OneHundred SixtyThree And PaisaTwenty Only

1,35,58,315.50Total Amount Rs :

Schedule B -- Summary

Description Amount In RsSr.No.

Construction of WBM Road with service pipes & CD works. 3,62,13,262.501

Asphalting by 50mm semigrout & 25mm thick Premix Carpet with liquid seal coattreatment

1,35,58,315.502

Name of Work : Barshi Industrial Area . . . .Providing infrastructural facilities in PH I. 0.003

Total

Say

4,97,71,578.00

4,97,71,578.00


Annexure – AANNEXURE – ‘A’ Joint Venture for works costing more than Rs.300 Lakhs

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

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

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

iii) The main contractor shall furnish the notarised joint venture MoU along with other joint venture partner onRs.100 stamp paper along with PQ form in envelope No.1 only without which they shall not be qualified.

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

a) Particulars of the Firm.

b) Profit sharing ratio.

c) Principal place of business.

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

e) Details of the Bank Account Operations.

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

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

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

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

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

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

l) All Partners of the Joint Venture Consortia shall be liable jointly and separately for execution of the contract inaccordance with contract terms and a relevant statement to this effect shall be included in the authorization


mentioned under (j) above.

3) The notarized JV MoU so submitted along with the Tender shall be considered as a Legal Document forestablishing the Joint Venture Consortia.

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

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

6) In case of Joint Venture consortia the sponsoring firm has to submit complete information and identify the leadfirm. It would be necessary for the Joint Venture Consortia to establish to the satisfaction of the MIDC that theventure has made practical, workable and legally enforceable agreements amongst the parties, that responsibilitiesetc., assigned are capable in their individual capacity to discharge them competently and satisfactorily and also that,the lead firm has necessary skill and capacity to lead and responsibility and involvement for the entire period ofexecution as well as a leading role in control and direction on the resources of the entire Joint Venture Consortia.

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

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

9) When contractors submit the PQ forms in individual capacity satisfying the required norms and the samecontractor submits the P.Q. form as a joint venture partner, the P.Q. form in individual capacity shall only beconsidered. P.Q. form and tender submitted in J.V. capacity shall be rejected outright.

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


ANNEXURE – ‘B’

MEMORANDUM OF UNDERSTANDING FOR JOINT VENTURE AGREEMENTFOR

“ ______________________________________________________________________”

DEED OF PARTNERSHIP (JOINT VENTURE OF _____________ AND ________________)

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

1) ………………………………………………

AND

2) ………………………………………………

DEFINATIONS :-

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

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

“ Apex Co-ordination Body (ACB) shall mean the body comprising Director of the Parties to the JointVenture”

“The Owner” shall mean


………………………………………………………

………………………………………………………

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

……………………………………………………………….

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

JOINT VENTURE (JV)

(whereas the Parties hereto declare that, they agree and undertake to form a Joint Venture for thepurpose of Execution of the works, as an integrated Joint Venture. The JV shall be called as “ JOINTVENTURE ” for short) Provided that the Parties are not under this agreement entering into any permanentPartnership or Joint Venture to tender or undertake any contract other than the subject works. Nothingherein contained shall be considered to construe the Parties or Partners to constitute either Party theagent of the other.

WITNESSES

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

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

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

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

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

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

5) That, PARTY NO. I and PARTY NO. II shall jointly execute the works according to all termsand conditions as stated in the relevant instructions contained in the Bid Documents / Contract as an


and conditions as stated in the relevant instructions contained in the Bid Documents / Contract as anintegrated JV styled as “_______________________________)

That, this MOU for JV shall regulate the relations between the parties and shall include without beinglimited to them the following conditions.

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

b) The parties hereto shall jointly and severally liable to MIDC for all acts, deeds and thingspertaining to the Contract. The Contract for the works shall be signed by Shri._______________________ as a General Power of Attorney Holder.

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

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

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

f) That each of the parties to the JV agrees and undertake to place at the disposal of the JVbenefits of its individual experience, technical knowledge and skill and shall in all respects bear its share ofthe responsibility including the provision of information, advice and other assistance required in connectionwith the works. The share and the participation of the partners in the JV shall broadly be as follows :-

Name of Contractor Share of Percentage

1)

2)

Total 100%

And all rights, interests, liabilities, obligations, works experience and risks (and all net profit or net losses)arising out of the contract shall be shared or borne by the Parties in proportion to these share. Each of theparties shall furnish its proportionate share in any bonds, guarantees, sureties required for the works aswell as its proportionate share in working capital and other financial requirements, all in accordance withthe decisions of the Apex Coordinating body.

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


________________ respectively.

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

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

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

k) The JV shall be registered with the Registrar of Firms / Company, Maharashtra State. Priorwritten approval of MIDC shall be obtained before any changes are proposed to be made in this JointVenture Agreement, once it is registered with the Registrar of firms / Company, Maharashtra State.

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

m) That, questions relating to validity and interpretation of this deed shall be governed by thelaws of India. Any disputes in interpretation of any conditions mentioned herein shall be referred toArbitrator by mutual consent of the parties to the JV and such proceedings shall be governed by the IndianArbitration and Conciliation act, 1996. The award of the Arbitrator shall be final and binding on the parties,hereto, neither the obligations of each party hereto to perform the contract nor the execution of works shallstop during the course of these arbitration proceedings or as a result thereof.

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

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

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


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

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

LEGAL JURISDICTION

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

NOTICE AND CORRESPONDANCE

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

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

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

Witness

1.

2.


POST-QUALIFICATION FORM for Joint Venture for works costing Above Rs.300 Lakhs

FORM GENERAL 1.1

Directions to the tenderers for filling post-qualification form

Name of work : Barshi Industrial Area . . . .Providing infrastructural facilities in PH I.

1.A separate proforma should be submitted of works executed / works completed in various departments where thework has been carried out. Scanned copy of the certificate should be uploaded at appropriate location duly certifiedby the gazetted officer.

2. Please fill up properly all the required information and upload scanned copies of required documents asmentioned in this post qualification documents.

3. Supplementary pages may be attached, if required, (strictly in the format given in serially).

4. The cost incurred by the applicant in making this document or quoting the offer or providing clarifications andattending discussions or site visits will not be reimbursed by MIDC.

5. PQ form shall be filled properly and scanned copies of requisite documents as mentioned in the tender documentsshall be attached.

6. Scanned photocopies duly attested of the following certificates will have to be uploaded/ attached at appropriatelocation and original shall be produced in the office of the Executive Engineer,MIDC for verification on the day ofopening of the tender as mentioned elsewhere.

a) Valid registration certificate in appropriate class.

b) Professional Tax Registration Certificate in ‘E’ category for tenders without PQ and both i.e. ‘E’ & ‘R’ categoryfor tenders where PQ is applicable.

c) Registration Certification with Sales Tax Deptt., of Govt. of Maharashtra.

d) PAN No. (In case of JV it shall be of lead partner)

e) Experience certificate of work executed.

7.The information furnished must be sufficient to show that the applicant is capable in all respects for successfullycompletion of the envisaged work.

8. The conditional submission will not be treated as valid and shall be rejected outright without assigning reasons


thereof.

9. The incomplete or improperly filled PQ form will be rejected out-rightly.

10. If the tenderer desires to form a Joint Venture, he will have to fulfill the terms and conditions mentioned in theenclosed proforma and attach the required documents along with duly filled proforma with this PQ documents.

11. If it is found that, the information uploaded/ attached with the Post – Qualification documents is misleading /false or if it is found that, certain information is hidden, then the contractor will be disqualified during any stage oftender process and even after opening of tender.

12. Bidders shall upload/ attach only relevant documents along with PQ.

13. Right to reject any or all pre-qualification applications of tenders without assigning any reason thereof isreserved by competent authority.

FORM GENERAL 1.2

CONDITIONS FOR POST-QUALIFICATION (For work experience)

To qualify for award of the contract, thetenderer in his name should have experience in last 5 financial yearsexecuted in Govt. Department / Semi Govt. / Local bodies such as MIDC / CIDCO / MJP etc. as under.

1. Satisfactorily completed (from start to finish) as a prime contractor of at least one single similar work ofWBM, asphalt grouting (BBM), PSS or any combination of value not less than Rs.249 Lacs.

Note1) Above certificates should be signed by not below the rank of Executive Engineer of concerned Department.

2) For experience of similar type of work, the updation of cost of work executed shall be done 10% per annum(compounded) by multiplying the valves with applicable factor i.e. 1.1, 1.21, 1.331 etc as the case may be. Theupdation shall be considered from the actual date of completion.


3) The tenderer having bid capacity lower than the cost put to tender shall not be considered for post-qualification.

The information given above and in the enclosed forms, Annexures is true to the best of my knowledge & belief. Iam / We are aware that, I / We will be disqualified at any stage of the qualification or work will be withdrawn at anystage of execution, if any of the above information is found to be incorrect. In case of such eventuality, I / We willhave no claim on the Deptt.

DateSignature of Contractor

(With seal)

FORM A

List of machinery available with the tendered which will be used for this work

Name of tendered:

Sr No Name ofequipment

No. of units Kind andmake

Age andcondition

Presentlocation

Remarks


Signature of contractor

Note: 1) In case of hired plant and machinery, notarized agreement shall be furnished along with documentsofOwnership in the name of person from whom machinery is hired.

2) In case, if the contractor do not possess - Hot mix asphalt plant with in 30 Km radius from site of work, then anundertakingon stamp paper of Rs.100 duly notarized shall be submitted by the contractor along with PQ form inenvelope No. 1 for assurance towardserection of hot mix asphalt plant within 30 Km from the site of work not laterthan one month from the date of work order, and separate DD ofRs.5,00,000/- as guarantee shall be submitted alongwith PQ form in envelope No.1. Once the contractor erects the hot mix plant, within 30Km radius from site of work,the amount of Rs.5.00 lacs will be refunded.

FORM B

List of technical personnel that will be made available for this work.

Name of tendered:

SrNo

Name andDesignation

Qualification Whetherworking onfield or in office

Experienceof executionof similarworks

Period fromwhich theperson isworking withthe tenderer

Remarks


SrNo

Name andDesignation

Qualification Whetherworking onfield or inoffice

Experienceof executionof similarworks

Period fromwhich theperson isworking withthe tenderer

Remarks


FORM – C-1

DETAILS OF WORKS/ SIMILAR PROJECTS COMPLETED BY TENDERER

(Please fill in information about the relevant projects completed in last 5 financial years)

Name of Tenderer

SrNo

Name ofwork

Cost ofwork

Date ofstarting

Stipulated dateof period ofcompletion

Actual date ofcompletion

Remarks

1) State only those works whose individual project cost is more than 50% of tender project cost/ or as per thetechnical norms mentioned under the eligibility criteria.

2) The statement should be supported by attested copies of certificates issued by Heads of offices not below the rankof Executive Engineer



FORM – C-2

Statement showing the quantities of specific items executed by the tenderer in any one year of the last 5 financialyears.

Name of Tenderers:

Sr. No Item Minimum quantity requiredto be executed in one year

Quantity executed by the tendered inRemarks

Year Year Year Year Year

In support of thedetails entered inthis statement,the tenderer shallattach theattested copies ofthe quantityexecutedcertificates signedby the authoritynot below the rankof ExecutiveEngineer.


FORM – D

DETAILS OF PROJECTS IN PROGRESS AND TENDERED FOR

Please fill in information about all the on-going similar projects only and projects tendered for.Page 94 Executive EngineerContractor

Please fill in information about all the on-going similar projects only and projects tendered for.Name of Tenderer

S.No

Nameofwork

PlaceandCountry

Work in hand Work tendered for Remarks

Tenderedcost

CostofRemainingwork

Anticipated dateof completionEstim

atedcost

Datewhendecision isexpected

Stipulated date ofperiod ofcompletion


FORM – E

CERTIFICATE FROM CONCERNED DEPARTMENT IN RESPECT OF WORKS

COMPLETED DURING LAST FIVE FINACIALYEARS

(In support of works mentioned in Form C-1 & C-2)Page 95 Executive EngineerContractor

CERTIFICATE FROM CONCERNED DEPARTMENT IN RESPECT OF WORKS

COMPLETED DURING LAST FIVE FINACIALYEARS

(In support of works mentioned in Form C-1 & C-2)

1 Name of Contractor2

Name of work3

Estimated Cost put to tender4

Tendered Cost5

Major quantities / disciplines of the work executedby the tendered

1)

2)

3)6

Period stipulated in tender for completion of work7

Date of Work Order8

Stipulated Date of start of work9

Stipulated Date of completion10

Actual Date of Completion11

If time over-run, the reasons for the same12

Final cost of work completed13a

Has the tenderer started the work promptly afterissue of work order

Yes / No

B Has the tenderer maintained progress of work as peragreement?

Yes / No

c Quality of work Excellent / Good / Satisfactory

D Compensation / Penalty levied if any with reasons

14 Any other fact about the overall performance of thecontractor, the authority may like to mention.


1 Name of Contractor2

Name of work3

Estimated Cost put to tender4

Tendered Cost5

Major quantities / disciplines of the work executedby the tendered

1)

2)

3)6

Period stipulated in tender for completion of work7

Date of Work Order8

Stipulated Date of start of work9

Stipulated Date of completion10

Actual Date of Completion11

If time over-run, the reasons for the same12

Final cost of work completed13a

Has the tenderer started the work promptly afterissue of work order

Yes / No

B Has the tenderer maintained progress of work asper agreement?

Yes / No

c Quality of work Excellent / Good / Satisfactory

D Compensation / Penalty levied if any with reasons

14 Any other fact about the overall performance of thecontractor, the authority may like to mention.

Certified that the information given is based on the facts and figures recorded in this office through variousdocuments and is true to the best of my knowledge and belief.

Signature of Officer issuing the certificate

(not below the rank of EE)

Outward No.of Issuing Authority________________

Date : _____________

FORM – F

FINANCIAL STATEMENT

1 Name of Applicant (in case of joint ventures /consortium, the names of the constituent firms).

2 Turnover in terms of value of works executedduring each year (as reflected in the Profit & LossAccount)

Year---- -------- --------

3 Approximate value of works in hand

4 Bid Capacity i.e. (A x N x 2) – B

WhereA=

Maximum of the updated values of works executedin

one of the preceding 3 years. The updation of thevalue of work should be done at 10% per annum(compounded) by multiplying the values withapplicable factor i.e. 1.1, 1.21 or 1.331 as the casemay be.

B= Value of existing commitment of works (on-goingor to be completed in the period stipulated forcompletion of the work in the present tender).

N= Number of years prescribed for completion of theproject for this work.


1 Name of Applicant (in case of joint ventures /consortium, the names of the constituent firms).

2 Turnover in terms of value of works executedduring each year (as reflected in the Profit & LossAccount)

Year---- --------

--------

3 Approximate value of works in hand

4 Bid Capacity i.e. (A x N x 2) – B

WhereA=

Maximum of the updated values of works executedin

one of the preceding 3 years. The updation of thevalue of work should be done at 10% per annum(compounded) by multiplying the values withapplicable factor i.e. 1.1, 1.21 or 1.331 as the casemay be.

B= Value of existing commitment of works (on-goingor to be completed in the period stipulated forcompletion of the work in the present tender).

N= Number of years prescribed for completion of theproject for this work.

Certified that the information given is based on the facts and figures recorded in this office through variousdocuments and is true to the best of my knowledge and belief.




ADDITIONAL CONTRACT CONDITIONS



Executive EngineerContractor


Item Specification

Work Name: Barshi Industrial Area . . . .Providing infrastructural facilities in PH I.

Sub Estimate: Construction of WBM Road with service pipes & CD works.

1 Open excavation for road works, side gutters water retaining structures and large excavated

areas not involving manual lift of materials such as water reservoir, foundation, dam seats and

allied works in soils of all sorts, sand gravel, soft and hard murum and boulders not exceeding 0.03

Cu.M. in size, to required grade, camber and side slopes and conveying the excavated material

with all lifts and upto a lead of 100 m from outside the edge of excavated area, spreading the same

on embankment or stacking as directed.

Specification:

10.1 General : This item refers to the bulk excavation, in soils of all sorts, sand, gravel soft and

hard murum and boulders below 0.03 cum size. The excavation shall be for large areas like dam

seats, water retaining structures, side gutters, large excavation areas, road works etc. when

contractor utilizes excavation machinery like bulldozers, shovels, JCBs and tippers and dumpers

for transportation etc.

10.2 Site Preparation : Normally 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 100 x 100 mm M.S. plate fixed at top. The top of M.S. Plate will represent bench

mark connected to GTS. The contractor shall maintain bench mark pillars till completion of work

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.

10.3 Excavation : Before commencement of the excavation the levels shall be taken at x-section

with intervals of not exceeding 10 m in respect of plain ground and not exceeding 5 m in respect of

sloping grounds. The interval along x-section shall be as directed by the Engineer -in-charge. The

levels shall be recorded in the field book and shall be signed by the Engineer-in-charge and the

authorized representative of the contractor in token of acceptance. The contractor shall excavate

and remove all the material from the marked area of excavation by using labour, machinery and

equipments most suitable for excavation of large quantities in wet or dry condition.

10.4 Foundation Preparation : In this classified strata, the foundation road works, gutters, for

reservoirs and dam seat, may be provided. Also the foundations for rafts, embedments of pipelines

for water supply or drainage or gas may be laid in this type of classified soil. The foundation shall

be cleared of all loose material and shall be dressed by chiseling to the smooth surface to the

correct line and level. The levels of such excavated level when strata changes and or foundation

shall be taken and recorded adopting practice as mentioned earlier. 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 Engineer - in-charge approves/passes the foundation and record the dimensions and

elevations and types of soils of the foundation pit, trench excavated.

10.5 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 : Pay slopes may be stipulated

according to which excavation shall be carried out and paid for.

10.6 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 100 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 100 meters as directed for refilling or

reuse. No excavated material shall be kept within 1.5 m distance from the outer top edge to avoid

the falling of the stuff in the pit or trench. surplus materials shall be used for levelling the ground

around as directed within a lead of 100 meters. If the surplus materials are required to be

conveyed and used or stacked beyond 100 meters contractor shall be paid for extra lead or the

extra conveyance as per the terms of contract.

10.7 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

bypass 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.

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

removed at contractor’s cost.

10.9 Backfilling : After excavation is completed, measurements recorded by the Engineer-in-

charge and the foundation raft after construction of masonry/structure or the pipeline is laid, all the

shoring shall have to be removed. The backfilling of the pit or trench to the original level or as

shown in the drawing or as directed shall be made from the selected excavated material stacked

separately for that purpose. The material shall be laid in layers of 15 to 20 cm in thickness,

watered and then rammed properly. The backfilling shall only be done after receiving orders from

the Engineer-in-charge and without damaging the foundation raft or the pipeline etc.

10.10 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 t he damages if caused. All the cost of protective measures shall

be included in the item rate.

10.11 Item to Include : The item includes all lifts and lead upto 100 m beyond the edge of

excavation. The use heavy earth excavating and moving machinery including the fuel, oil,

maintenance and repairs, all taxes and depreciation are included in the item rate. The lead beyond

100m shall be paid extra under Item No.Gen/A/9.

10.12 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 Engineer - in-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. Deductions for voids shall be made @ 40% if quantity paid

on stack measurements. The size of stacks shall be 3.0 m X 2.0 m X 1.0 m size preferably. 2 Open excavation for road works, side gutters and large excavated areas not involving manuallift of material such as water reservoir, foundations, dam seats and allied works in soft rock andboulders beyond 0.03 to 0.3 Cu.M. rubble and conveying and stacking in regular stacks with all liftsand leads up to 100 m from outside edge of the excavated area. Specification:

11.1 General : This item refers to the open excavation for road works, gutters and large excavated

areas in soft rock and boulders, beyond 0.03 m3 to 0.30 m3 in size. The excavation shall be for

large area such as water reservoir, foundations, dam seats and allied works, such as road works

etc, When contractor utilizes excavation machinery like bulldozers, shovels, JCBs and tippers and

dumpers for transportation etc.

11.2 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 100 x 100

mm M.S. plate fixed at top. The top of M.S. Plate will represent bench mark connected to GTS.

The contractor shall maintain bench mark pillars fill completion of work 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.

11.3 Excavation : Before commencement of the excavation the levels shall be taken at x-section

with intervals of not exceeding 10 m in respect plain ground and not exceeding 5 m in respect of

sloping grounds. The interval along x-section shall be as directed by the Engineer-in-charge. The

levels shall be recorded in the field book and shall be signed by the Engineer-in-charge and the

authorized representative of the contractor in token of acceptance. The contractor shall excavate

and remove all the material from the marked area of excavation by using labour, machinery and

equipments most suitable for excavation of large quantities in wet or dry condition.

11.4 Foundation Preparation : In this classified strata, the foundation road works, gutters, for

reservoirs and dam seat, may be provided. Also the foundations for rafts, embedments of pipelines

for water supply or drainage or gas may be laid in this type of classified soil. The foundation shall

be cleared of all loose material and shall be dressed by chiseling to the smooth surface to the

correct line and level. The levels of such excavated level when strata changes and or foundation

shall be taken and recorded adopting practice as mentioned earlier. The contractor shall not

excavate below the line shown in the drawing or as directed. No foundation of any sort shall be laid

unless the Engineerin- charge approves/passes the foundation and record the dimensions and

elevations and types soils of the foundation pit, trench excavated.



shall get approved from the Engineer in Charge. Pay Slopes : Pay slopes may be stipulated

according to which excavation shall be carried out and paid for.







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 100 meters. If the surplus materials are required to be

conveyed and u sed or stacked beyond 100 meters contractor shall be paid for extra lead or the

extra conveyance as per the terms of contract.


pit or trench, from sub-soil water or from rains or from any other natural source, by anually or by




















properties and will have to bear the damages if caused. All the cost of protective measures shall


11.11 Item to Include : The item includes all lifts and lead upto 100 m beyond the edge of

excavation. The use heavy earth excavating and moving machinery including the fuel, oil,

maintenance and repairs, all taxes and depreciation are included in the item rate. The lead beyond

100 m shall be paid extra under Item No.Gen/A/9.



profile shall be taken if the excavation is less or more as directed by the Engineering- charge or




on stack measurements. The size of stacks shall be 3.0 m X 2.0 m X 1.0 m size preferably. 3 Open excavation for road work, side gutters and large excavated areas not involving manuallift of materials such as water reservoir, foundation, dam seats and allied works, in hard rock andboulders above 0.3 Cu.M. size by wedging, chiselling and / or line drilling etc. or excavation inlateriate rock including dressing section to the required grade camber, slopes and breaking to 225mm. size rubble and conveying the same, stacking in regular stacks with all lift and leads upto 100m. from outside edges of excavated area. Specification: 13.1 General : This item refers to the open excavation for road works, side gutters and largeexcavated areas such as water reservoir foundation dam seats and allied works in hard rocks andboulders above 0.3 m3 size by wedging, chiseling and line drilling etc. When contractor utilizesexcavation machinery like bulldozers, shovels, JCBs and tippers and dumpers for transportationetc. 13.2 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 loosestones, bushes, rubbish, brushwood, trees along with roots, etc. shall be removed. The materialshall be stacked or disposed off as directed. All the material shall be the property of MIDC. Afterclearing 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 100 x 100mm M.S. plate fixed at top. The top of M.S. Plate will represent bench mark connected to GTS.The contractor shall maintain bench mark pillars fill completion of work etc. and the widths forexcavations shall be clearly marked by the contractor as directed, true to line, curve, level andslope. 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 13.3 Excavation : Before commencement of the excavation the levels shall be taken at x-sectionwith intervals of not exceeding 10 m in respect plain ground and not exceeding 5 m in respect ofsloping grounds. The interval along x-section shall be as directed by the Engineer-in-charge. Thelevels shall be recorded in the field book and shall be signed by the Engineer-in-charge and theauthorized representative of the contractor in token of acceptance. The contractor shall excavateand remove all the material from the marked area of excavation by using labour, machinery andequipments most suitable for excavation of large quantities in wet or dry condition. 13.4 Foundation Preparation : In this classified strata, the foundation road works, gutters, forreservoirs and dam seat, may be provided. Also the foundations for rafts, embedments of pipelinesfor water supply or drainage or gas may be laid in this type of classified soil. The foundation shallbe cleared of all loose material and shall be dressed by chiseling to the smooth surface to thecorrect line and level. The levels of such excavated level when strata changes and or foundationshall be taken and recorded adopting practice as mentioned earlier. The contractor shall notexcavate below the line shown in the drawing or as directed. No foundation of any sort shall be laidunless the Engineerin- charge approves/passes the foundation and record the dimensions andelevations and types soils of the foundation pit, trench excavated. 13.5 Shoring & strutting: The cost of shoring and strutting shall not be paid separately unlessprovided in the contract. The type and designing of shoring shall be decided by the contractor, andshall get approved from the Engineer in Charge. Pay Slopes : For excavation normally pay slopesmay not be necessary. However for deep excavation if pay slopes are stipulated the excavationshall be done accordingly and paid for. 13.6 Disposal of Excavated Material : All the material obtained from clearing the site or fromexcavation shall be the absolute property of MIDC. All materials obtained from clearing the site andexcavation shall be disposed off or spread or stacked within a lead of 100 meters beyond theexcavated area as directed by the Engineer in Charge. Materials suitable for back-filling or otheruse shall be stacked at a convenient place within a lead of 100 meters as directed for refilling orreuse. No excavated material shall be kept within 1.5 m distance from the outer top edge to avoidthe falling of the stuff in the pit or trench. Surplus materials shall be used for levelling the groundaround as directed within a lead of 100 meters. If the surplus materials are required to beconveyed and used or stacked beyond 100 meters contractor shall be paid for extra lead or theextra conveyance as per the terms of contract. 13.7 Dewatering : It is the responsibility of the contractor to remove the water accumulated in thepit or trench, from sub-soil water or from rains or from any other natural source, by manually or bypumping out as required. Unless provided for in the contract separately, no payment shall be madefor bailing out the water. The contractor may be required to provide temporary bunds, or providebypass arrangements to avoid entering of water in the excavation at his own cost. The drainedwater shall be properly disposed off, so as not to cause any damages to the excavated area nor tothe surrounding structures. The contractor shall keep the excavated area dry for measurementsand for laying of foundation mortar or concrete. 13.8 Side Slips and Blows : As Even after sufficient care of sides, slips or blows occur, they shallbe removed at contractor’s cost. 13.9 Backfilling : After excavation is completed, measurements recorded by the Engineer-in-charge and the foundation raft after construction of masonry/structure or the pipeline is laid, all theshoring shall have to be removed. The backfilling of the pit or trench to the original level or asshown 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 fromthe Engineer-in-charge and without damaging the foundation raft or the pipeline etc. 13.10 Protective Measures : All the excavated pits, trenches etc. shall be properly protected fromany accidents by providing strong fencing around. At night red lantern and watchman shall be keptin proper position to indicate the danger zone. It is the responsibility of the contractor to take theadequate protective measures and safety of the excavation, people and workmen and surroundingproperties and will have to bear the damages if caused. All the cost of protective measures shallbe included in the item rate. 13.11 Item to Include : The item includes all lifts and lead upto 100 m beyond the edge ofexcavation. The use heavy earth excavating and moving machinery including the fuel, oil,maintenance and repairs, all taxes and depreciation are included in the item rate. The lead beyond100 m shall be paid extra under Item No.Gen/A/9. 13.12 Mode of Measurement and Payment : The measurements of the original ground profiles atselected locations shall be taken after clearing the site. The measurements of the final excavatedprofile shall be taken if the excavation is less or more as directed by the Engineerin- charge orshall be measured as per drawings. Excess excavation shall be recorded but shall be paid to thelimited quantity as explained above. The quantity shall be measured in cubic meters and paid atthe rate as per the contract agreement. Deductions for voids shall be made @ 40% if quantity paidon stack measurements. The size of stacks shall be 3.0 m X 2.0 m X 1.0 m size preferably. 13.13 The excavation in hard rock shall be carried out by process, wedging, chiseling, drilling etc.The precautions shall be taken as stated in the specification as per Item No.Gen/A/5.3 and forlaterite and Manjarya type rock, the general provisions of Item Gen/A/7 shall be applicable. 4 Earthwork in embankment with approved material having field soak CBR not less than 8 andlaboratory soak CBR not less than 12 obtained by the Contractor from his borrow areas includingall lifts and leads including laying in layers of 20cm to 30cm for power roller and 45cm to 60cm forvibratory compactor, breaking clods, and dressing to the required lines, curves and sectionincluding payment of royalty charges to the Govt. of Maharashtra. For All leads. Specification:

3.1 General : The work provides setting out and preparing the ground and formation embankment

for the road with approved quality materials obtained from the contractor’s borrow areas, laying in

layers, of 20 cm to 30 cm to the required density, lines, curves, grades and cross section and

dimensions shown on the plan or as directed by the Engineer-in- Charge with due allowance for

shrinkage for compaction.

3.2 Material : All the useful and acceptable materials of approved quality obtained from the

contractor’s borrow areas shall be used for the embankment work. The borrow areas shall be got

approved prior to bringing material to site of work from the Engineer-in-Charge. All the useful and

approved material obtained from contractor’s borrow areas as directed shall be used for the

embankment work. Approved quality murum or a mixture of sand, murum, gravel, small boulders

or rubble as approved shall be used. Black cotton soil, shadu or shrinkable soils shall not be used.

Murum having laboratory dry density of less than 1.65 gm/cc shall be rejected. For embankments

upto 3 m in height, murum with laboratory dry density of less than 1.65 gm/ cc shall not be used.

Only the tested materials approved by the Engineer-in-Charge shall be used for the embankment.

Rejected materials shall not be brought to the work site. The perishable materials such as stumps,

pieces of wood, roots, rubbish, etc. shall be removed from the embankment material. The material

required for embankment shall be obtained by the contractor from the approved quarries by the

Engineer-in-Charge: - All lifts and specified leads involved in conveying the material to site shall be

included in the rate. The payment of taxes, duties, octroi and royalty as per rules and regulations

levied by the Govt. shall have to be paid by the contractor. The Contractor shall be responsible

regarding any claims if any, that may be made by private owners. The payment of royalty charges

is to be born by the contractor and no reimbursement from MIDC is admissible.

3.3 Setting Out : Alignment of the road shall be set out as shown in the drawing or as directed to

true lines, curves, and grades. Profiles shall be set out with stout poles to mark the center and

edges of the formation width with the top levels of formation clearly marked by paint or cut and the

slopes with string and pegs at every 30 meters on straight portions and 10m or less on curves or

as directed by the Engineer-in-Charge. The toe line shall be marked with pick marks. Longitudinal

and cross-section levels shall be taken recorded and signed by the contractor or his authorized

representative and also by the Engineer-in-charge. All the materials and labour required for this

item shall be supplied by the contractor and profiles, B.M.s etc. shall be put up by the contractor.

The cost of these operations is included in the rate of this item. Profiles, pegs, benchmarks and

other marks shall be maintained without any disturbance till the completion of the work, and as

directed by the Engineer-in-charge.

3.4 Equipment: Pickaxes, crowbars, phawras, and Ghamelas maybe used for carrying out work

manually. The scrapers, dozers, graders, shovels, dumpers, trucks, trolleys, etc. may be used for

executing work using mechanical equipments. Three wheels, 8 tones Power Roller giving a

pressure required to obtain the specified density may be used for compaction. Bullock carts with

water tanks or mechanically driven water tankers may be used for watering. The contractor shall

submit the list of equipments available with him and intended to be used on the work and shall got

approved for their use from the Engineer-incharge.

3.5 Construction Methods :

3.5.1 Diversions : If diversions, barricading and signals for day and night are necessary, they shall

be provided without any extra cost.

3.5.2 Preparing the Ground for Laying Bank : Before any material is laid for the embankment

the ground shall be cleared of all rubbish, removing bushes, etc., and the holes, if any, filled up.

When the embankment is to be laid on hillsides or slopes, the existing slopes shall be ploughed

deeply. If the cross slopes are steeper than 1 in 3, steps with reverse slope shall be cut into the

slopes to give proper hold and seating to the bank as directed by the Engineer-in-Charge. On

surfaces flatter than 1 in 15, no special surface treatment such as cutting steps shall be necessary.

The top 15 cm of soil shall be scarified and watered as directed and compacted to the same

density as specified for the embankment before any material is laid for the Bank-work. When the

embankment is to be placed over an existing road, which is within 15 cm of the finished formation,

the road or other hard surface shall be scarified to a minimum depth of 15 cm for which payment

shall be made separately under relevant item of road excavation. The rate for embankment

includes all the operations for preparing the bed for laying the embankment material.

3.5.3 Laying the Bank : Embankment material shall be placed in successive horizontal layers of

20 cm to 30 cm thickness extending to the full width of the embankment including the slopes at the

level of the particular location and 30 cm more on both sides to allow compaction of the full

specified section. The extra loose stuff at the edges shall be trimmed after completion of the

embankment work without extra cost leaving the correct section fully compacted. Keeping width of

the bank initially less and widening it later by dumping loose earth on the slopes shall not be

permitted as the additional width and slopes may remain loose and uncompacted and may not

have been compacted as earlier carried out work. Similar procedure to extend the embankment by

dumping the material longitudinally shall also not be allowed When boulders, broken stones, and

similar hard materials are mixed up with the embankment materials, care shall be taken to see that

they are distributed uniformly in to the embankment and that no hollows are left near them. No

stone or hard material shall project above the top of any layer. Each layer of embankment shall be

watered, leveled and compacted as specified, before the succeeding layer is placed. The surface

of the embankment shall, at all times during construction, be maintained at such a cross fall to

shed water and prevent ponding. If bridges and culverts on the road are not completed in advance

of embankment work, a length of 15 m bank shall be left on each side of the structure and these

lengths shall dealt with later for placing the embankment work. The contractor shall construct

temporary diversion road till the work of culverts and bridges are completed and all type of traffic is

allowed to be passed on these bridges and culverts. The camber stipulated shall be provided in the

embankment only and shall not be adjusted in metalling.

3.6 Protection : Proper care shall be taken to ensure that the method of operation and compaction

of the bank-work does not cause damage or undue strain to any structural element. Embankment

over and around bridges or culverts shall be of approved materials and carefully placed and

compacted. The contractor shall take all precautions necessary for the protection of the bank-work

by diversions of streams, local surface drainage, rain water, etc. likely to damage the bank. Any

damage to the embankment-work due to no protection or inadequate protection shall be made

good by the contractor at his own cost. Conveyance of materials shall not cause obstruction or

nuisance to the nearby property owners and traffic. 3.7 Finishing : The embankment shall be

finished and dressed smooth and even in conformity with the alignment, levels, cross-sections and

dimensions shown on the drawing with due allowances for shrinkage. On curves, sections shall be

provided with super elevation and increased widths as shown on the plans or directed by the

Engineer-in- Charge. All damages caused by rain, flood or any other reasons shall be made good

in the finishing operations without any extra cost by the contractor. The road land width shall be

cleared.

3.8 Maintenance : The contractor shall be responsible for maintaining the work satisfactorily at his

own cost till the completion of the defect liability period as specified in the contract agreement.

3.9 Test :

(a) Tests shall be made to determine the required density of the material to be used by the Proctor

Density Method before starting the work.

(b) Density tests shall be carried out for the bank-work during the progress of the work. One set of

three core samples for every 1,000 sqm area of each layer of bank-work shall be taken and tested.

The average density shall not be less than 95% of the standard proctor density. A deviation of 80

kg per cum for fine and 160 kg per cum for coarse grained murum shall be permitted in dry density

in individual sample if the average density reached up to 95% of standard proctor density for each

set.

(c) The required number of CBR tests and plasticity index tests shall be carried out as directed by

the Engineer-in-Charge.

3.10 Item to include :

1) Setting out alignment including necessary labour and materiel and maintaining it as long as

required and directed by the engineer-in- charge of the work.

2) Preparing the ground for laying the embankment.

3) Providing and maintaining diversions.

4) Obtaining the embankment materials including all lifts and leads as specified under this item and

laying embankment in layers, tests and payment of Royalties, fees, ocrtoi etc., if any. The cost of

testing of material is included in the item of embankment.

5) Protecting and maintaining the embankment.

6) Finishing the embankment.

7) All labours, materials, use of equipments, machinery, tools, survey instruments and plant

necessary for completing the work

satisfactorily.

8) Watering to OMC and compaction is not included in the scope of this item and shall be paid

separately under relevant items incorporated in this tender.

3.11 Mode of Measurement and Payment : The quantities shall be worked out by cross sectional

measurement using leveling instruments. The contract rate shall be per cum of the finished

embankment-work, watered and compacted (watering to OMC and compaction shall be paid

separately).

The measurement of the sections shall be limited to the dimensions shown on the drawings or

those ordered by the Engineers in Charge in writing. The dimensions shall be recorded up to two

decimals. The sectional areas shall be worked out up to two decimals. The quantity shall be

worked out up to two decimals of a cum. by average area method. The volume of embankment

thus calculated shall be reduced by 15% for the purpose of payment when the measurements are

taken for running bills if watering and compaction has not done and by 1% in final measurements.

The final quantity to be paid for under this item shall be the total quantity of embankment-work

reduced by 1 per cent. 4.1 For All lead . Specification: 5 Watering to optimum moisture content and rolling to maximum dry density by roller to the finalformation of road in cutting in soil and murum. Specification:

4.1 General : The item provides watering and compacting to the final formation of road in cutting.

4.2 Material and Equipment : 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 shall

make his own arrangements for getting adequate quantity of acceptable water. The water tankers

and 8-10 tonne 3 wheel road roller shall be used. If directed vibratory roller having 8 to 10 Tonne

Capacity shall be used for proper compaction.

4.3 Watering : When the soil / murum layer of the road in cutting contains less than optimum

moisture, water shall be added to the material in the loose layers of the road cutting to bring the

moisture uniformly up to requirement, if the material contains more than the required moisture. It

shall be allowed to dry until the moisture is reduced to the required extent. If due to wet weather

etc. the moisture contents of the soil cannot be reduced to the appropriate amount by exposure,

the compactions shall be suspended till suitable conditions prevail without contractor’s claiming

any compensation.

4.4 Compaction : When a loose layer is leveled manually or using mechanical equipments and

moistened or dried to a uniform moisture content suitable for maximum compaction, it shall be

compacted by power rollers, vibratory rollers or heavy hauling or dozing equipment to give the 95%

specified of the standard proctor density. If on testing, the density is found to be less than 95% of

the standard density the contractor shall do additional compaction necessary to get the specified

density after adding water if required. When the specified density is imperative, the work shall be

removed and redone by the contractor at his own cost to give the specified density. Proper

sequence of all component operations shall be maintained to give individual progress. For

compaction of embankment the road roller shall move longitudinally and rolling shall be done from

edges to centre. The camber shall be provided in the cutting and shall not be adjusted in metalling.

Care shall be taken for getting good compaction behind abutments, returns and wing walls, etc.

Cutting/ Bank-work in areas not accessible to rollers such as those adjoining bridges, culverts and

other works, shall be carried out independently of the main embankment and shall have the layers

placed in 10 cm to 15 cm. Thickness and each layer shall be moistened and thoroughly compacted

with mechanical or manual tampers. Embankment shall be brought up simultaneously in equal

layers on each side and compacted carefully to avoid unequal pressure, etc.

4.5 Item to Include : all material, machinery equipment, labour, taxes etc. shall be included in the

rate.

4.6 Mode of Measurement and Payment : The measurement shall be taken of the area of road

surface watered and compacted, in cutting in sqm upto two decimals. The payment shall be at the

rate per sqm. 5.1 With vibratory roller Specification: 6 Watering to OMC (16 kg to 24 kg of water per Cu.M.) The earth work in embankment in 20 cmto 30 cm layers. (95% proctor density) Specification:

5.1 General : The item provides watering the layers of 20 to 30 cm of embankment laid.



make his own arrangements for getting adequate quantity of acceptable water. The water tankers

shall be used, without any additional payment.

5.3 Watering : When the murum of the 20 to 30 cm layer in embankment road contains less than

the optimum moisture, water shall be added to the material in the embankment layers of the road

to bring the moisture, uniformly up to requirement. If the material contains more than the required

moisture, it shall be allowed to dry until the moisture is reduced to the required extent. If due to wet

weather etc. the moisture contents of the soil cannot be reduced to the appropriate amount by

exposure, the compaction shall be suspended till suitable conditions prevail without contractor’s

claiming any compensation.

5.4 Item to Include : All material, equipment machinery labour, taxes etc. shall be included in the

rate.

5.5 Mode of Measurement and Payment : The measurement shall be taken on Cum. basis of the

embankment of the road watered. 7 Consolidation with proper ramming / rolling in layers the earth work in embankment . (95%proctor density) Specification:

6.1 General : The item provides consolidation of the earthwork in embankment in 20 to 30 cm

layers for 8 to 10 tonnes roller and 40 to 50 cm layers for vibratory rollers. This item is to be

executed after

laying the earthwork in embankment in the layers of 20 to 30 cm and the layer is watered.

6.2 Equipment : The ramming rods and 8-10 tone ordinary or vibratory roller as directed shall be

used.

6.3 Consolidation : When a loose layer is leveled manually or mechanically with camber provided

and moistened or dried to a uniform and required moisture content suitable for maximum

compaction, it shall be compacted by power rollers, vibratory rollers or heavy hauling or dozing

equipment to give the specified 95% of the standard proctor density. If on testing, the density is

found to be less than 95% of the standard density the contractor shall do additional compaction

necessary to get the specified density after adding water if required. When the specified density is

imperative, the work shall be removed and redone by the contractor at his own cost to give the

specified density. Proper sequence of all component operations shall be maintained to give

individual progress. For compaction of embankment the road roller shall move longitudinally and

rolling shall be done from edges to centre. The camber shall be provided in the cutting and shall

not be adjusted in metalling. Care shall be taken for getting good compaction behind abutments,

returns and wing walls, etc. Cutting/ Bank-work in areas not accessible to rollers such as those

adjoining bridges, culverts and other works, shall be carried out independently of the main

embankment and shall have the layers placed in 10 cm to 15 cm. thickness and each layer shall

be moistened and thoroughly compacted with mechanical or manual tampers. Embankment shall

be brought up simultaneously in equal layers on each side and compacted carefully to avoid

unequal pressure, etc

6.4 Item to Include : The item includes only the compaction of each layer by 8-10 tonne roller or

vibratory roller. All labour and equipment required to execute the item as per above specification

shall be included in the item. If specified vibratory compactors shall be used.

6.5 Mode of Measurement and Payment : The measurement shall be taken of the earthwork for

embankment of road in Cum. upto two decimals. The contract rate shall be for a unit of One Cubic

meter of the finished bank work. 7.1 With vibratory roller in 45 to 60 cm layers Specification: 8 Supplying 50 mm to 75 mm trap stone oversize metal at the road side including, conveyingand stacking etc. complete including all taxes and royalty and lead up to 10 km. Specification: 3.1 General : The item provides the supply of specified type of stone metal 50 mm to 75 mmoversize at the roadside including obtaining the rubble from approved sources and quality andhand breaking to size, conveying to the site of work, including all lifts and leads upto 10 km and stacking in regular stacksas specified. 3.2 Material : Metal shall be obtained from the approved quarries as specified below : 3.2.1 Quarries : The contractor shall obtain the metal of the approved quality to the extentrequired for the work from the approved and authorized quarries out of approved quality rubble. Heshall, however, obtain the necessary permissions from the competent authorities, pay royalties,duties and if applicable octroi and be liable to pay compensation for any damage caused to thequarries or the land or property and adjoining properties either deliberately or through negligenceor otherwise, or from waste of materials in obtaining the requisite quantity of rubble. Blasting, ifrequired, shall be done with utmost care according to specification by obtaining necessarypermission for blasting operation from the competent authorities and the contractor shall be fullyresponsible for any accidents and compensations resulting there from. Alternatively, the contractorshall make his own arrangement for supply of hand broken metal approved by the Engineer-in-Charge. The contractor shall be fully responsible for any and all compensations to be paid asroyalty, rents, octroi and duties or damages to properties and injuries to persons etc., caused inobtaining the metal. No claim on account of any obstruction caused in collection of materials ordifficulties or action arising out of quarrying in private land shall be entertained and MIDC willremain indemnified with regard to such action and payment. Quarrying shall be done only fromsound portions of approved quarries, the disintegrated and weathered portions shall be rejected.The payment of royalty shall be made by the contractor and no reimbursement from MIDC isadmissible. 3.2.2 Metal : Quality : The metal of the trap stones shall be hard, tough, sound, durable, dense, clean, of closetexture and free from unsound material, cracks, decay and weathering. Their water absorptionshall be as low as possible but not more than 2 per cent. They shall generally be hand brokenmetal. The physical test on metal shall be conducted by Engineer-in- Charge. The cost of suchtesting shall be inclusive in unit rate of Item.

Size : The shape of the stone metal shall be regular The stone shall be broken with the smallestdimensions equal to the 50 mm thickness of oversize metal. The longest dimension shall not bemore than 75 mm. Before starting collection, the contractor shall get a sample conforming to therequired quality shape and size approved from the Engineer-in-Charge who will preserve it in hissite office for reference. The size of the metal shall be between 50 to 75 mm. 3.3 Conveyance to Site : Materials shall be brought to site for construction. The contractor shallbe responsible to see that vehicles used for transporting materials do not drop any of the contentson the road and shall not cause nuisance to traffic. The contractor shall also be responsible for anydamage or accident arising out of any such material falling on the road or elsewhere and shallattend and settle to all complaints in this regard. The Engineer-in-Charge may order the removal ofsuch materials at the expenses of the contractor in case of negligence. Vehicles conveying ordepositing materials shall not obstruct traffic. All leads upto 10 km and lifts included in the rate forthe item. 3.4 Stacking : The metal shall be stacked uniformly along the roadside or as directed in regularstacks of 3 m X 2 m X 1 m unless other sizes are ordered by the Engineer-in-Charge. Stackingshall be done only after the quality, shape and size of the metal are approved. The stacks shall bemade without appreciable hollows without making special efforts to hand-pack the material. Thestacks shall be free of earth, rubbish, vegetation, inferior or oversize or undersize material. Onestack in each unit section may be of different length if necessary to make up the total quantity inthat particular section. Low and wide stacks with outer retaining walls and the center filled inloosely shall not be permitted. The material shall be stacked entirely clear of the carriage way andas far as possible beyond the side widths and the side drains, on even ground or in the absence ofsuch even ground the platforms prepared in advance for the purpose by the contractor at his cost.If no such land is available, the width of the stack may be reduced and the stacks may be laid onthe side widths with the approval of the Engineer-in-Charge. Such stacks shall be protected frombeing disturbed. Necessary precautions to provide barricading, signs and signals shall be taken,the contractor being responsible for any accident, injury and compensation due to his negligence inthis respect. On hill roads material shall be stacked only at places where narrow width and stackedon the side of the road as directed without interfering with free drainage. The Engineer-in-Chargemay, if required, get the stacks coming in the way of or obstructing the traffic, removed at the costof the contractor and the contractor shall not be entitled to claim for any loss or damage to thematerials on that account. The stacking operations shall be started at the point farthest from thequarry and carried towards the nearest point. The stacks shall not be laid at such places wherethey are likely to be damaged on account of the traffic, washing out by rains or floods or drainage,slides of the banks or the slopes of cutting. The contractor without extra claims shall make any losson account of these or such other reasons good. As far as possible the metal shall be stackedevenly on one side of the road only and in such quantities per unit length as will be required forthat particular length or as ordered by the Engineer-in-Charge. 3.5 Special Points : The contractor shall be responsible for obtaining consent of owners ofquarries and lands, payment of royalties, octroi and duties, fees, rents, taxes etc. compensationdue to injuries to persons or damages to property in any way connected with the execution of thisitem and for loss of materials due to improper stacking etc., and shall make good the losseswithout extra claims. The contractor shall also be responsible for the blasting operations requiredfor obtaining the rubble. 3.6 Item to Include : 1) Obtaining metal of approved quality, shape and size from quarry metal, boulder metal, Lateritemetal and making payment of royalties, taxes, fees, rents, octroi and duties etc 2) Conveying to roadside including leads upto 10 km and all lifts. 3) Stacking. 3.7 Mode of Measurement and Payment : The contract rate shall be for one cubic meter of metalsupplied at site in stacks of approved size. When the metal is specified to be stacked in stacks ofone uniform size, smallest stack may be chosen in the particular km or unit section and measuredfor its length, breadth and depth. The cubic contents of this stack shall be multiplied by the number

of such stacks in the km or unit section to arrive at the quantity in the particular km or unit section.The Engineer-in-Charge may measure any other stacks also for verification. When the sizes ofstacks are not uniform, each stack shall be measured individually. The dimensions shall bemeasured correct to two places of decimal of a meter and quantity worked out correct to twoplaces of decimals of a cubic meter. If there is reason to believe that the stacks are very loose andare having unduly large hollows and or materials not satisfying the specifications, the stacks maybe got opened and restacked properly after removing the inferior material as directed by theEngineer- in- Charge by the contractor at his cost. The measurements of such a stack shall thenbe taken and if they are less than those of a normal heap, the quantity of the restacked stack shallbe multiplied by the no. of stacks to arrive at the quantity in the particular unit or length. Nodeduction shall be made for voids. Metal shall not be used until the full quantity is collected in kmor particular unit and measured. All stacks measured shall be marked with lime wash bands todistinguish them to avoid double measurement. If the material is found to be of inferior quality or ofsize not satisfying the requirements, the same shall be rejected summarily. All labour, materialsetc. required for measuring, restacking, checking, lime washing, etc. shall be at the cost ofcontractor. 8.1 Quarry metal. Specification: 9 Supplying 40 mm trap stone metal at the roadside including conveying and stacking completeincluding all taxes and royalty. Lead up to 10 km complete. Specification:

1.1 General : The item provides the supply of specified type of stone metal 40 mm size at the

roadside including obtaining the rubble from approved sources and hand breaking to size,

conveying to the site of work, including all lifts and leads upto 10 km and stacking in regular size as

specified including making payment for royalty and other taxes, octroi and duties etc.

1.2 Material : Metal shall be obtained from the approved quarries as specified below:

1.2.1 Quarries : The contractor shall obtain the metal of the approved quality to the extent

required for the work from the approved and authorized quarries. The contractor shall, however,

obtain the necessary permissions from the appropriate authorities, pay royalties and will be liable

to pay compensation for any damage caused to the quarries or the land or property either

deliberately or through negligence or otherwise, or from waste of materials in obtaining the

requisite quantity of rubble. The contractor shall make his own arrangement for metal supply

approved by the Engineer-in-Charge. The contractor shall be fully responsible for any and all

compensations to be paid as royalty, rents, octroi & duties or any other statutory charges or

damages to properties and injuries to persons etc., caused in obtaining the metal. No claim on

account of any obstruction caused in collection of materials or difficulties or action arising out of

quarrying in private land shall be entertained and MIDC will remain indemnified with regard to such

action and payment. Quarrying shall be done only from sound portions of approved quarries, the

disintegrated and weathered portions being rejected.

1.2.2 Metal :

Quality : The metal of the trap stones shall be hard, tough, sound, durable, dense, clean, of close

texture and free from unsound material, cracks, decay and weathering and scale. The water

absorption shall be as low as possible but not more than 2 per cent. It shall generally be hand

broken metal. The metal shall be cubical in nature and shall pass the desired sieve. The physical

test on metal shall be conducted by approved laboratry in the presence Engineer-in-Charge or his

representative. The cost of such testing shall be inclusive in unit rate of item.

Size : The shape of the stone metal shall be cubical. The stone shall be broken with the smallest

dimensions equal to the 40 mm thickness of size metal. Before starting collection, the contractor

shall get a sample conforming to the required quality shape and size approved by the Engineer-in-

Charge who will preserve/keep it in his site office for reference. The size of the metal shall be 40

mm.

1.3 Conveyance to Site : Materials shall be brought to site sufficiently in advance of construction.

The contractor shall be responsible to see that vehicles used for transporting materials do not drop

any of the contents on the road and thus cause nuisance to traffic. The contractor shall also be

responsible for any damage or accident arising out of any such material falling on the road or

elsewhere and shall attend to all complaints in this regard. The Engineer-in-Charge may order the

removal of such materials at the cost of the contractor in case of negligence/or any other reason.

Vehicles conveying materials shall not obstruct traffic. All leads upto 10 km and lifts included in the

rate for the item.

1.4 Stacking : The metal shall be stacked uniformly along the roadside or as directed in regular

stacks of 3 m X 2 m X 1 m unless stacks of other sizes are ordered by the Engineer-in-Charge.

Stacking shall be done only after the quality, shape and size of the metal are approved. The stacks

shall be made without appreciable hollows without making special efforts to hand-pack the

material. The stacks shall be free of earth, rubbish, vegetation and shall confirm size specified.

One stack in each unit section may be of different length if necessary to make up the total quantity

in that particular section. Low and wide stacks with outer retaining walls and the center filled in

loosely shall not be permitted. The material shall be stacked entirely clear of the carriage way and

as far a possible beyond the side widths and the side drains, on even ground or in the absence of

such even ground the platforms prepared in advance for the purpose by the contractor at his cost.

If no such land is available, the width of the stack may be reduced and the stacks may be laid on

the side widths with the approval of the Engineer-in-Charge. Such stacks shall be protected from

being disturbed. Necessary precautions such as barricading, signs and signals shall invariably be

taken, the contractor being responsible for any accident, injury and compensation due to his

negligence in this respect. On hill roads material shall be stacked only the side of the road as

directed without interfering with free drainage. The Engineer-in-Charge, if required, get the stacks

coming in the way of or obstructing the traffic, removed at the cost of the contractor and the

contractor shall not be entitled to claim for any loss or damage to the materials on that account.

The stacking operations shall be started at the point farthest from the quarry and carried towards

the nearest point. The stacks shall not be laid at such places where they are likely to be damaged

on account of the traffic, washing out by rains or floods or drainage, slides of the banks or the

slopes of cutting. The contractor without extra claims shall make any loss on account of these or

such other reasons good.

As far as possible the metal shall be stacked evenly on one side of the road only and in such

quantities per unit length as will be required for that particular length or as ordered by the

Engineer-in-Charge.

1.5 Special Points : The contractor shall be responsible for obtaining consent of owners of

quarries and lands, payment of royalties, octroi & duties, fees, rents, taxes etc. compensation due

to injuries to persons or damages to property in any way connected with the execution of this item

and for loss of materials due to improper stacking etc. And shall make good the losses without

extra claims. The contractor shall be also responsible for the blasting operations required for

obtaining the rubble.

1.6 Item to Include :

1) Obtaining metal of approved quality, shape and size from quarry metal, boulder metal and

making payment of royalties, taxes, fees, rents, octroi & duties etc.

2) Conveying to roadside including lead upto 10 km and all lifts

3) Stacking.

1.7 Mode of Measurement and Payment : The contract rate shall be for one cubic meter of metal

supplied at site in stacks of approved size. When the metal is stacked in stacks of one uniform

size, smallest stack may be chosen in the particular km or unit section and measured for its

length, breadth and depth. The cubic contents of the stack shall be multiplied by the number of

such heaps in the km or unit section to arrive at the quantity in the particular km or unit section.

The Engineer-in-Charge may measure any other heaps also for verification. When the sizes of

stacks are not uniform, each stack shall be measured individually. The dimensions shall be

measured correct to two places of decimal of a meter and quantity worked out correct to two

places of decimals of a cubic meter. If there is reason to believe that the stacks are very loose and

are having unduly large hollows and or materials not satisfying the specifications, the stacks may

be got opened and restacked properly after removing the inferior material as directed by the

Engineer-in- Charge by the contractor at his cost. The measurements of such a stack shall then be

taken and if they are less than those of a normal stack, the quantity of the restacked stack shall be

multiplied by the no. of stacks to arrive at the quantity in the particular unit or length. No deduction

shall be made for voids. Metal shall not be used until the full quantity is collected in km or particular

unit and measured. All stacks measured shall be marked with lime wash bands to distinguish them

to avoid double measurement. If the material is found to be of inferior quality or of size not

satisfying the requirements, the same shall be rejected entirely. All labour, materials etc. required

for measuring, restacking, checking, lime washing, etc., shall be at the cost of contractor. The

contract rate shall be for one cubic meter of specified metal supplied at site in stacks of approved

size. 9.1 Quarry metal. Specification: 10 Spreading in compact layers oversize and size metal to the required camber and gradient. Specification:

7.1 General : This item provides to the labour work for spreading the oversize or size metal and

spreading it for the road crust.

7.2 Material : The oversize and size metal shall be supplied and stacked by the contractor, or

metal obtained by breaking rubble broken and stacked by the contractor available from cutting or

rubble supplied by MIDC from other sources.

7.3 Spreading Metal : Before commencement of spreading oversize metal it should be ensured

that finished embankment/cutting is with proper camber and gradient. The metal shall be clean and

then spread evenly over the rolled rubble-soling surface or on any formation by giving a twisting

motion of the basket at the time of spreading. In order to ensure that the metal is spread to the

exact width on either sides, V groove is excavated. To ensure the correct thickness, the road area

shall be suitably marked so as to receive the contents of one stack for the specified thickness in

the area marked. The unevenness and undulations after the spreading shall be checked by

camber boards and line for the camber and grade at intervals of every 10 meters. The edge line

shall be ranged for a sufficiently long length to obtain straight lengths and on curves marking outer

and inner edges of curves. The sides of the metal shall be held by bunds of murum to prevent

metal from spreading if side widths are not provided at the time. These bunds shall be of such

depth as to support the metal. The junction of the existing road and the new construction shall be

diagonal in plan. Between the straight lengths and curves and at the meeting points of convex and

concave portions of reverse curves the change in the camber shall made very gradually as

directed by the Engineer-in-Charge. The thickness of spread oversize/size metal shall be uniform

through out width of road camber should not be adjusted by spreading oversize/size metal of

differential depths.

7.4 Item to Include : Conveying the metal from the road side, stacks and spreading evenly to the

required depth, width and section. All labour tools and equipment required for the satisfactory

completion of the item.

7.5 Mode of Measurement and Payment : The quantity spread shall be calculated by deducting

the quantity in balance on site from the total collection existing on the roadside before spreading is

started. The quantity on site shall be checked before spreading. The contract rate shall be for

spreading one cubic meter of metal from collected stacks as per direction of Engineer-in-Charge. 11 Spreading hard murum, or blindage collected in roadside stack over the top of soling oroversize metal or size metal including evening it into top of crevices (Road side stacks of murumwill be measured including voids without deducting allowance for compaction, separately and paidfor under relevant item of embankment of road whichever is applicable.) Specification:

8.1 General : The item provides the labour for spreading hard murum or blindage from the

roadside stacks over soling/oversize metal/size metal.

8.2 Material : The murum or blindage shall be confirming to the approved quality.

8.3 Spreading Hard Murum : The hard murum or blindage shall be clean and without any foreign

material, granular and spread evenly over the rubble-soling or over the rolled oversize or size

metal surface by giving a twisting motion to the basket at the time of spreading. In order to ensure

the correct thickness, the road area shall be suitably marked so as to receive the contents of one

stack for the specified thickness in the area marked. The spread minimum shall be sweeped by

iron fork evenly to fill the crevices/interstics of the laid soling/metal surfaces. The unevenness and

undulations after the spreading of the murum shall be checked by using camber boards and line

for the camber and grade at intervals of every 10 meters. The edge line shall be ranged for a

sufficiently long length to obtain straight lengths and ,on curves marking inner and outer edge of

the curve In hand packed soling or rolled oversize metal the murum equivalent to 33% of cum.

quantity of rubble soling/oversize metal shall be spread. In respect of size metal the murum

equivalent to 16% of cum of size metal laid shall be spread over.

8.4 Item to Include : Conveying the hard murum or blindage from the road side stacks and

spreading evenly to the required depth, width and section. All labour, tools and equipment and

required for the satisfactory completion of the item shall be provided by contractor.

8.5 Mode of Measurement and Payment : The quantity spread shall be calculated by deducting

the quantity in balance on site from the total collection existing on the roadside before spreading is

started. The quantity on site shall be checked before spreading. The contract rate shall be for

spreading one cubic meter of hard murum or blindage collected in stacks. 12 Watering over sub-grade consisting of soling and / or oversize metal. Specification:

9.1 General : The item provides the watering over soling, oversize and size metal.



make his own arrangements for getting adequate quantity of acceptable water. Only just sufficient

water as is necessary shall be sprinkled uniformly with the help of water tanker and/or sprinkler

over the hard murum/blindage so as to obtain maximum compaction with the type of rolling

adopted without total crushing of the material. The water shall be used profusely small fillets shall

be provided at edges so that the water will not flow away. The roller shall move in water slurry

which will penetrate into crevices all voids in metal shall feet fill in and proper bond in the metal

shall be formed.

9.3 Item to Include : All clean water, material, machinery, equipment, labour, taxes etc. shall be

included in the rate.

9.4 Mode of Measurement and Payment : The measurement shall be the area of road surface

watered in sqm upto two decimals. The payment shall be at the rate per sqm. 13 Consolidation over sub-grade consisting of soling and / or oversize metal and hard murum by8-10 tonne roller until proper interlocking etc. complete. Specification:

10.1 General : The item provides for full compacting/consolidating the sub-grade with soling

and/or oversize metal layers and hard murum with 8-10 tonne roller/vibratory compactor as

directed.

10.2 Consolidating the Sub-Grade and the Soling : The sub-grade, of and soling and/or

oversize metal and murum layer shall be rolled after it is dressed to the required grade, camber

and section. The soling shall be rolled dry with 8 to 10 tonne roller or vibratory compactor to refusal

i.e. till the stones in the soling cease to move under the roller and no more compaction can be

achieved. In case of unevenness, high spots shall be knocked out and depressions filled by spalls

and recompacted fully. ‘V’ groove shall be cut along the edges and compacted before starting

rolling on subgrade to prevent spreading of stones.

10.3 Compaction of Oversize, Size Metal and Murum : The compaction shall be done with a 8-

10 tonne ordinary or vibratory compactor as directed by Engineer-in-charge. The rolling shall begin

with the outside rear wheel of the roller covering equal parts of shoulder and metal and the roller

shall be run forward and backward until the shoulder holds the metal firmly. The rolling shall

thenprogress from edges to the center in strips parallel to the centerline of the road. Rolling shall

be done by lapping uniformly each preceding rear wheel track by one half width of the track and

shall continue until all the surface has been rolled by the rear wheels till the impression of the rear

wheels does not appear on road surface. Side fillets shall be raised to avoid water flowing away.

‘V’ groove shall be excavated on either edges before spreading the metal so that the metal will not

move beyond the edges. On super elevations, the rolling shall be started at the inner edge and

carried towards the outer edge. In all cases, the correct cross sections of the road as required at

straight portions, super elevations and transitions shall be obtained on final rolling. During and after

rolling, the sections, camber and grades shall be checked with camber boards and straight edge

and any defect set right at the time of rolling. Care shall be taken to see that the rolling work is

started and stopped without jerks. The roller shall not be stopped in the working section as far as

possible. Rolling shall not normally be done in lengths of less than 100 m. The stretch started on a

particular day shall as far as possible be completed on the same day. On completion of day’s work,

the roller shall be made to stand on the side width of the road and shall be guarded by watchmen

and conspicuous barricades, caution boards and Red light shall be hung on to the roller so as to

be visible from both sides of the road.

10.4 Dry Rolling of Oversize Metal : The layer of metal shall be rolled dry first with 8-10 tonne

roller or vibratory roller as may be specified i.e. till the metal is completely interlocked and ceases

to move under the roller and no more compaction can be achieved. This state can be judged by -

1) metal ceasing to move in front of the roller or,

2) crushing of the metal with further rolling or,

3) loaded bullock cart leaving no indentation over the compacted surface.

In case of uneven spots, high spots shall be lowered by removing necessary metal pieces and

depressions shall be filled by additional metal and full compaction of these portions redone to

confirm to the correct section.

10.5 Wet Rolling : The rolled surface shall then be watered freely (Watering item shall be paid

under item of watering separately) and rolled again. Blindage shall then be spread as per

requirement to a uniform thickness of specified thickness as directed by the Engineerin- Charge

and further rolling done to pack the interstices with blindage small fillets shall be provided on either

edges of metal width. Watering shall be done profusely as directed by Engineer-in-Charge and the

surface finally rolled to the satisfaction of the Engineer-in- Charge. The road roller should move in

thin slurry so that the slurry penetrates in the crevices of metal leaving no voids and thick bond

between metal is developed.

10.6 Item to Include : The item includes all the labour, machinery and equipment for rolling over

the sub-grade and the soling and gravel including all cost of machinery, labour and all other

charges involved.

Making good unevenness if any by cutting or adding is also included.

10.7 Mode of Measurement and Payment : The contract rate shall be for compacting one sqm

area of the road surface of the full width of subgrade, soling, oversize metal and murum blindage

as shown in the section including increased widths on curves, road crossings etc. The area of the

road compacted shall be measured in sqm. 13.1 With 30 tonne vibratory roller Specification: 14 Watering over size metal and blindage during consolidation by 8-10 tonne roller over finalsurface of size metal and blindage until proper interlocking etc. complete. Specification: 4.1 General : The item provides watering and compacting to the final surface of size metal andblindage until proper interlocking. 4.2 Material and Equipment : Water to be used shall be free from harmful elements, which maycause heavy efflorescence, etc. and approved by the Engineer-in-Charge. The contractor shallmake his own arrangements for getting adequate quantity of acceptable water. The water tankersand 8-10 tonne road roller/vibratory compactor shall be used. If directed vibratory roller shall beused for proper compaction. 4.3 Watering : Small fillets shall be constructed on either edges of metal width so that the watersprinkled will not flow away. Only just sufficient water as is necessary shall be sprinkled uniformlywith the help of water tanker and sprinkler over the size metal and blindage so as to obtainmaximum compaction with the type of rolling adopted without total crushing of the metal. The watershall be used profusely. The roller shall move in plastic murum slurry which will penetrate intocrevices of in the metal making good bond between metal. 4.4 Compaction of Size Metal & Murum : The compaction shall be done with 8-10 tonne ordinaryor vibratory roller as directed by the Engineer-in-Charge. The rolling shall begin with the outsiderear wheel of the roller covering equal parts of shoulder & metal & the roller shall be run forwardand backward, until the shoulder holds the metal firmly. The rolling shall then progress from edgesto the center in strips parallel to the centerline of the road Rolling shall be done by lappinguniformly each preceding rear wheel track by one half width of the track & shall continue until allthe surfaces has been rolled by the rear wheels till the impression of the rear wheels does notappear. Side fillets shall be raised to avoid water flowing away. ‘V’ groove excavated on eitheredges of metal width will avoid sliding metal beyond width of metal and edge will remain in straightline. On super elevations, the rolling shall be started at the inner edge and carried towards theouter edge. In all cases, the correct cross section of the road as required at straight portions, super elevations and transitions shall beobtained on final rolling. During and after rolling the sections and grades shall be checked withcamber boards and straight edges and any defect is set right at the time of rolling. Care shall be

taken to see that the roller is moved or started and stopped without jerks. The roller shall not bestopped in working section as far as possible. Rolling shall not normally be done in lengths of lessthan 100 m. The stretch started on a particular day shall as far as possible be completed on thesame day. On completion of day’s work, the roller shall be parked on the side width of the road andshall be guarded by the watchman and conspicuous barricades. Red light shall be hanged on theroller so as to be visible from both sides of the road. 4.5 Dry Rolling of Size Metal : The layer of metal shall be rolled dry first with 8-10 tonne roller/vibratory compactor to refusal i.e. till the metal is completely interlocked and ceases to move underthe roller and no more compaction can be achieved. This state can be judged by, i) Metal ceasingto move in the front of the roller. ii) Crushing of the metal with further rolling or iii) Loaded bullockcart leaving no identation over the compacted surface. In case of uneven spots, high spots shall belowered by removing necessary metal pieces and depressions shall be filled by additional metaland full compaction of these portions redone to confirm to the correct section. 4.6 Wet Rolling : Small murum fillets shall be constructed on either edges of the metal width. Therolled surface shall then be watered freely and rolled again. Blindage shall then be spread to auniform thickness of specified thickness as directed by the Engineer-in-Charge and further rollingdone to pack the interstices with blindage. Watering shall be done profusely as directed byEngineer-in-Charge and the surface finally rolled to the satisfaction of Engineer-in-Charge. Thefillets constructed on either edges of metal width will avoid the water flowing away. The roller shallmove in plastic murum slurry which will penetrate in the crevices in the metal and bond will bedeveloped in the metal. 4.7 Item to Include : all material, machinery equipment, labour, taxes etc. shall be included in therate. 4.8 Mode of Measurement and Payment : The measurement shall be taken of the area of roadsurface watered and compacted, in sqm upto two decimals. The payment shall be at the rate persqm. 14.1 With 30 MT vibratory roller/compactor Specification: 15 Excavation in trenches, pits, pipe lines, foundations, column footings, walls etc. in earth’ssoils of all types, gravel, sand, soft & hard murum, and boulders up to 0.03 cum. size includingremoving the excavated material upto a distance of 50 M beyond the edge of excavation includingthe initial lift of 1.5 M, stacking or spreading as directed, bailing of sub-soil water if any preparingbase for foundation etc., and back filing the excavated pit or trench using the excavated material inlayers including watering and ramming as required or as directed by Engineer-In-charge, includingall labour and materials complete. Specification:

1.1 General : The item refers to the excavation, in earth, soils of all types,gravel, sand, soft and

hard murum and boulders up to 0.03 cum size.The excavation shall be for trenches, pits, pipe

lines, foundations,column footings, walls etc. and may be in wet or dry, in earth, and similar other

soft or loose material.

1.2 Site Preparation : The site as directed by the Engineer-in-charge, on which the construction,

as per the drawings, is to be started shall be first cleaned and cleared of all obstructions. The loose

stones, bushes, rubbish, brushwood, trees along with roots, etc. shall be removed. The material

shall be stacked or disposed off as directed. All the material shall be the property of MIDC. After

clearing the site, the alignment or center lines or points shall be given by the Engineer-in-charge.

The contractor shall establish the reference marks, benchmark pillars in masonry with M.S. Plate

top of which shall be bench mark connected to GTS. The B.M. Pillars shall be maintained

undisturbed by the contractor etc. and the widths for excavations shall be clearly marked by the

contractor as directed, true to line, curve, level and slope. The contractor shall provide all labour

and marking material such as wooden/steel pegs, white lime powder, oil paint, or any other

suitable marking material at his own cost and he shall be fully responsible for the correctness of

the line, curve and levels and slopes.

1.3 Excavation : Before starting actual excavation work, contractor shall notify the Engineer-in-

charge for taking the necessary measurements of cross sectional levels along the alignment for

measurement purposes. The levels recorded in the field book shall be signed by the Engineer-in-

charge and authorised representative of the contractor in token of acceptance. The contractor shall

remove all the material from the marked area of excavation by using labour, tools and equipments

most suitable for excavation of soft material as enumerated in the item in wet or dry conditions.

The excavation shall be true to line, curve, shape, level grade as per the drawings or as directed.

The widths of excavations shall be as minimum to the widths required at the bottom and the

vertical faces shall be as far as possible in plumb. Unless provided in the contract, no extra

payment shall be made for the excavation on side slopes for stability of slopes. Contractor shall be

fully responsible for the correctness of the excavation. Whenever the strata of different grade of

soil not covered in this item is met, the excavation shall be stopped and the Engineer-in-charge

shall be notified to take the cross-sectional levels for taking the measurements and the same shall

be recorded and practise as mentioned above shall be adhered to. The extra excavation in depth

or on sides shall not be paid and the contractor will have to fill the extra excavated depths in layers

to bring the correct level by watering and ramming at his own cost.

1.4 Foundation Preparation : The foundation for column footing and for structural components

such as wall shall not be provided on soft strata covered under this item of excavation. The

foundations for rafts, embedment of pipelines for water supply or drainage or gas may be laid on

the foundation prepared on soft strata. The foundation level even if is confined within the soft layer,

the final layer of excavation watered and brought to the required level and slope by ramming. The

contractor shall not excavate below the line shown in the drawing or as directed. No foundation of

any sort shall be laid unless the Engineerin- charge approves the strata on which foundations are

to be laid and passes the depth of excavation to lay foundation and record the dimensions and

elevations and types soils of the foundation pit, trench excavated, and shall be recorded in the field

book adopting system already explained above.



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.






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.





byepass arrangements to avoid entering of water in the excavation at his own cost. The drained





removed at contractor’s cost. 1.9 Backfilling : After excavation is completed, measurements

recorded by the Engineer-in-charge and the foundation raft masonry above is constructed or the

pipeline is laid, all the shoring shall have to be removed. The backfilling of the pit or trench to the

original level or as shown in the drawing or as directed shall be made from the selected excavated

material stacked separately for that purpose. The material shall be laid in layers of 15 to 20 cm in

thickness, watered and then rammed properly. The backfilling shall only be done after receiving

orders from the Engineer-in-charge and without damaging the foundation raft or the pipeline etc.







1.11 Item to Include : The rate for this item, as per the agreement includes all labour and tools for

clearing the site, marking out the excavation line outs, shoring and strutting, excavation of pits or

trenches, bailing or pumping out water if not provided separately, removal of excavated material

and disposal of material as directed, refilling of pits or trenches, adequate protective measures etc.

Contractor shall also make the necessary arrangements for taking measurements. The rate also

includes the cost of repairs due to excess excavations or slips. The item also includes payment of

the damages if any, by the contractor. The disposal of the material is included within 50 m radius

from the edge of excavation. The lift for excavation of 1.5 m is covered by this item. The additional

lifts shall be paid under Item No.Gen/A/2. The lead beyond 50 m shall be paid extra under Item

No.Gen/A/9.



profile shall be taken if the excavation is less or more as directed by the Engineerin- charge or



the rate as per the contract agreement. 16 Excavation for trenches, pits, pipelines, foundations, column footings, walls etc. in soft rockand boulders between 0.03 TO 0.30 Cu.M. in size for a depth upto 1.5 M including removing theexcavated materials upto a distance of 50 M beyond the edges of trenches / pits etc. breaking theboulders into 225 mm size rubble including stacking the same (rubble as well as soft rock) and / orspreading as directed, bailing out water if any, preparing the bed for foundations & necessary backfilling the excavated pit / trench as directed by Engineer-in-charge all labour and materialscomplete. Specification:

3.1 General : The item refers to the excavation, in soft rock and boulders between 0.03 and 0.30

cum size. The excavation shall be for trenches, for pipelines, pits, foundations, column footings,

walls etc. and may be in wet or dry, in soft rock, and similar other material.

3.2 Site Preparation : As per Item No.Gen/A/1.2. Site preparation may not be required if the

classified layer lies below the item of excavation in soils classified as per Item No.Gen/A/1.

3.3 Excavation : As per Item No.Gen/A/1.3. The contractor shall excavate and remove all the

material from the marked area of excavation by using labour, tools and equipments most suitable

for excavation of soft rock in wet or dry condition.

3.4 Foundation Preparation : In this classified strata, the foundation for column footing and for

structural components such as wall may be provided. Also the foundations for rafts, embedment of

pipelines for water supply or drainage or gas may be laid in this type of classified soft rock. The

foundation shall be cleared of all loose material and shall be dressed by chiselling to the correct

line and level. The contractor shall not excavate below the line shown in the drawing or as

directed. No foundation of any sort shall be laid unless the Engineerin- charge approves/passes

the depth of excavation to lay foundation and record the dimensions and elevations and types soils

of the foundation pit, trench excavated.



shall get approved from the Engineer in Charge. Pay Slopes : In lieu of shoring and strutting pay

slopes for excavation may be stipulated according to which excavation has to be carried out and

shall be paid.

3.6 Disposal of Excavated Material : The boulders obtained during the excavation shall be

broken into the rubble of size of about 225 mm. This rubble shall be stacked in measurable hips

and at locations, as directed, within the initial lead of 50 m from the edges of excavation as

directed. The rubble shall be disposed off by the contractor at his cost if it is not usable as certified

by the Engineer-in-charge.











3.9 Backfilling : After excavation is completed, measurements recorded Maharashtra Industrial

Development Corporation by the Engineer-in-charge and the foundation raft and masonry/structure

there on or the pipeline is laid, all the shoring shall have to be removed. The backfilling of the pit or

trench to the original level or as shown in the drawing or as directed shall be made from the

selected excavated material stacked separately for that purpose. The material shall be laid in

layers of 15 to 20 cm in thickness, watered and then rammed properly. The backfilling shall only be

done after receiving orders from the Engineer-in-charge and without damaging the foundation raft

or the pipeline etc.







3.11 Item to Include : As per Item No.Gen/A/1.11, but for soft rock classified material. The lift for

excavation upto 1.5 m is covered by this item. The additional lifts shall be paid under Item

No.Gen/A/4. The lead beyond 50 m shall be paid extra under Item No.Gen/A/9. The item also

include breaking boulders into rubble of 225 mm and stacking within lead of 50 m.







on stack measurements. The size of stacks shall be 3.0 m X 2.0 m X 1.0 m size preferably. 17 Excavation for trenches, pits for pipe lines, foundations, column footings, drainage lines etc inhard rock, manjarya rock & laterite by chiselling, wedging, line drilling etc. including trimming andlevelling the bed, removing the excavated materials upto a distance of 50 M beyond the edges oftrenches / pits including the initial lift of 1.5 M, stacking as directed, de-watering back filling inlayers, watering ramming etc. as required or as directed by Engineer In Charge, all labour andmaterials complete. Specification:

7.1 General : This item pertains to excavation in Hard rock of Laterite, Manjarya or of similar type

without blasting. When local conditions prevent the use of blasting, excavation shall be done by

chiselling, wedging or line drilling or as specified by the Engineer-in-Charge.

7.2 Site Preparation : Site preparation may not be required if the classified layer lies below the

item of excavation in soils and soft rock classified as per Item No.Gen/A/1 and Gen/A/3

respectively. However if rock is exposed the same will have to be arranged as per Item

No.Gen/A/1.

7.3 Excavation : The contractor shall excavate the hard rock by chiselling, wedging or line drilling

or as specified in the contract or as directed by the Engineer-in-Charge, as required and as and

remove all the material from the excavated area by using labour, tools machinery and equipments

most suitable for excavation of hard rock by chiselling wedging and line drilling, in wet or dry

condition. The most suitable method to be adopted shall be got approved from the Engineer-in-

charge. The contractor may be permitted to use expanding compounds like “Acconex” or

equivalent in case he desires at no additional cost. Such use shall be permitted on case-to-case

basis and shall be carried out as per manufacturers instructions. In special cases excavation may

be carried out by using heating techniques. Contractors shall have to take all precautions

regarding fire and other hazards.

7.4 Foundation Preparation : In this classified strata, the foundation for column footing and for

structural components such as wall may be provided. Also the foundations for rafts, embedment of

pipelines for water supply or drainage or gas may be laid in this type of classified soft rock. The

foundation shall be cleared of all loose material and shall be dressed by chiselling to the correct

line and level. The contractor shall not excavate below the line shown in the drawing or as

directed. No foundation of any sort shall be laid unless the Engineerin- charge approves/passes

the depth of excavation to lay foundation and record the dimensions and elevations and types soils

of the foundation pit, trench excavated

7.5 Pay Slopes : Normally for excavation in hard rock pay slopes are not necessary. However in

respect of deep foundation pay slopes may be stipulated according to which excavation shall be

carried out and paid for.




excavated area as directed by the Engineer-in-charge. Materials suitable for back-filling or other



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.
























7.11 Item to Include : Excavation of trenches in hard rock of laterite or Manjarya type classified

material. The cost of drilling holes and use of expanding material or heating process, with all

labour, material and tools and equipments and responsibility are included in the contract rate of

this item. The lift for excavation upto 1.5 m is covered by this item. The additional lifts shall be paid

under Item No.Gen/A/8. The lead beyond 50 m shall be paid extra under Item No.Gen/A/9. |







on stack measurements. The size of stacks shall be 3.0 m X 2.0 m X 1.0 m size preferably. 17.1 Hard Rock Specification: 18 Providing at the site of work and lowering, laying and jointing RCC NP2 class pipesconforming to IS:458-1988 in prepared trenches in grade and level, including hoisting, makingrubber ring / collar joints in cement mortar 1:1, including cost of collar / rubber ring, jointing materiallike cement, sand etc. and hydraulic testing of the pipes at factory as well as on site as per thestipulation in relevant IS code etc. complete.

Specification:

2.1 General : The item covers to providing and laying & jointing of RCC pipes of NP2 class,

including the sealing rings, mortar filling and hydraulic testing. Water for initial testing shall be

made available free by MIDC, if possible and for subsequent fills necessiated on account of

rectification , water will be charged at the prevailing industrial water rates is respective industrial

area. The excavation of trenches for laying of pipe will be paid separate under relevant item

included in this tender.

2.2 Material : RCC NP2 class pipes shall conform to IS : 458-1988 or latest version For ready

reference and comparison the particulars of the RCC Non- Pressure and Pressure pipes of

different classes are given here, though the item refers only for NP2 class pipe.

Cement Concrete Pipes (with and without Reinforcement)

The pipes shall be with or without reinforcement as required and shall be of the specified class.

These shall conform to IS : 458-1988. The reinforced cement concrete pipes shall be

manufactured by centrifugal (or spun) process and only reinforced is proposed for use NP2 by

providing temperature steel reinforcement. All pipes shall be true to shape, straight, perfectly

sound and free from cracks and flaws. The external and internal surface of the pipes shall be

smooth and hard. The pipes shall be free from defects resulting from imperfect grading of the

aggregate mixing or moulding.

Concrete used for the manufacture of un-reinforced and reinforced concrete pipes and collars shall

not be leaner than M-15 grade C.C. The maximum size of aggregate should not exceed one third

of the thickness of the pipe or 20 mm whichever is less. The reinforcement in the reinforced

concrete pipes shall extend throughout the length of the pipe. The circumferential and longitudinal

reinforcements shall be adequate to withstand the specified hydrostatic pressure and further

bending stresses due to the weight of water when running full across a span equal to the length of

pipe plus three times its own weight.

Table 1 CONCRETE PIPES

Class Description Test pressure

(Hydrostatic)

Conditions where normally used.

NP1 Unreinforced concrete non

pressure pipes

0.7 kg/sq.cm

(7 m, head)

For drainage and irrigation use, above

ground or in shallow trench

NP2 Reinforced concrete light

duty, non-pressure pipes

-- do -- For drainage and irrigation use, for

culverts carrying light traffic.

NP3 R e i n f o r c e d c o n c r e t e ,

medium duty non pressure

pipes


culverts, carrying heavy traffic.

NP4 Reinforced concrete, heavy

duty non-pressure pipes

-- do -- For drainage and irrigation use for

culverts carrying very heavy traffic, such

as railway loading.

Table 2

Design and strength test requirements of pipes of Class NP-2 Reinforced

Concrete Light Duty, Non Pressure pipes

P1 R e i n f o r c e d c o n c r e t e

pressure pipes

2.0 kg/sq.cm

(20 m, head)

For use on gravity mains, the design

pressure not exceeding two third of the

test pressure.


pressure pipe

4.0 kg/sq.cm

(40 m, head)

For use on pumping mains, the design

pressures not exceeding half of the test

pressure.


pressure pipe

6.0 kg/sq.cm

(60 m, head)

-- do --

Internal

Dia. of

pipe

(1)

Barrel Dimensions Collar Dimensions Reinforcement Strength Test Requirement

Length

(2)

Mini-mum

Thick-

ness

(3)

Mini-mum

Caulk-ing

Space

(4)

Minim-um

Thick-

ness

(5)

Minim-um

Length

(6)

Longitudi-nal

Mild Steel at

permissible

stress of 1265

kg/cm2

(7)

Spiral Three Edge Bearing Test Sand Bearing Test

Hard drawn

steel wire at

permissib-le

stress of

1400 kg/cm2

(8)

Soft Grade

mild steel

wire at

permiss-ible

stress of 840

kg/cm2 (9)

Load to

produce 0.25

mm crack

(10)

Ultimate Load

(11)

Load to produce

0.25 mm crack

(12)

Ultimate Load

(13)

mm M mm Mm mm mm Kg/linear m Kg/linear m Kg/linear m Kg/line-ar m Kg/line-ar m Kg/line-ar m Kg/line-ar m

80 2.0 25 13 25 150 0.863 0.083 0.138 1.040 1.560 1.560 2.340

100 2.0 25 13 25 150 0.863 0.166 0.277 1.040 1.560 1.560 2.340

150 2.0 25 13 25 150 0.863 0.219 0.365 1.040 1.560 1.560 2.340

250 2.0 25 13 25 150 0.863 0.710 -- 1.140 1.710 1.710 2.565

300 2.0 or 2.5 or

3.0

30 16 30 150 1.00 1.295 -- 1.200 1.800 1.800 2.700

350 2.0 or 2.5 or

3.0

32 16 32 150 1.00 1.750 -- 1.260 1.890 1.890 2.835

400 2.0 or 2.5 or

3.0

32 16 32 150 1.00 2.250 -- 1.360 2.040 2.040 3.060

450 2.5 or 3.0 35 19 35 200 1.00 2.750 -- 1.480 2.220 2.220 3.330

500 2.5 or 3.0 35 19 35 200 1.25 3.220 -- 1.660 2.490 2.490 3.735

600 2.5 or 3.0 40 19 40 200 1.25 4.90 -- 1.900 2.850 2.850 4.275

700 2.5 or 3.0 40 19 40 200 1.78 6.05 -- 2.100 3.150 3.150 4.725

800 2.5 or 3.0 45 19 45 200 1.78 9.10 -- 2.300 3.450 3.450 5.170

900 2.5 or 3.0 50 19 50 200 1.78 11.35 -- 2.500 3.750 3.750 5.625

1000 2.5 or 3.0 55 19 55 200 2.50 13.50 -- 2.680 4.020 4.020 6.030

1100 2.5 or 3.0 60 19 60 200 2.50 16.30 -- 2.780 4.170 4.170 6.255

1200 2.5 or 3.0 65 19 65 200 2.50 18.20 -- 2.880 4.320 4.320 6.480

1400 2.5 or 3.0 75 19 75 200 3.36 22.60 -- 2.980 4.470 4.470 6.705

1600 2.5 or 3.0 80 19 80 200 3.36 28.30 -- 2.980 4.470 4.470 6.705

1800 2.5 or 3.0 90 19 90 200 3.36 36.00 -- 2.980 4.470 4.470 6.705

Note 1 :- If steel wires are used as longitudinal reinforcement, the weight specified in col 7 shall bemodified by the factor 1265/1400. Note 2 :- If mild steel is used for spiral reinforcement, the weight specified under col 8 shall beincreased to 1400/1265. 2.3 Laying & Jointing Cement Concrete Pipes And Specials :

Laying : Loading, transporting and unloading of concrete pipes shall be done with care. Handlingshall be such as to avoid impact. Gradual unloading by inclined plane upto 900 mm dia pipes andby chain pulley block for pipes 1000 mm and above is recommended. All pipe sections andconnections shall be inspected carefully before being laid. Broken or defective pipes orconnections shall not be used and paid. Pipes shall be lowered into the trenches carefully.Mechanical appliances shall be used. Pipes shall be laid true to line and grade as specified. Layingof pipe shall proceed upgrade of a slope. If the pipe have spigot and socket joints, the socket ends shall face ascending gradient. In the caseof pipes with joints to be made with loose collars, the collars shall be slipped on before the nextpipe is laid. Adequate and proper joints shall be provided as directed. In case where foundation condition are unusual such as in the proximity of trees, under existing orproposed tracks manholes etc. the pipe shall be encased all around in 15 cm thick cementconcrete M15 grade or compacted sand or gravel. In cases where the natural foundation is inadequate the pipes shall be laid either on concretecradle supported on proper foundations or on any other suitably designed structure. If concretecradle bedding is used, the depth of concrete below the bottom of the pipe shall be at least 1/4th ofthe internal diameter of the pipe subject to the min. of 10 cm and a maximum of 30 cm. Theconcrete shall extend beyond both the sides of the pipe at least to a distance of 1/4th of theoutside diameter subject to minimum 10 cm and maximum 30 cm. The pipe shall be laid on thisconcrete bedding before setting of the concrete. Pipes laid in trenches in earth shall be beddedevenly and firmly and as far up the haunches of the pipe as to safely transmit the load expectedfrom the backfill through the pipe to the bed. This shall be done either by excavating the bottom ofthe trench to fit the curve of the pipe or by compacting the earth under around the curve of the pipeto form an even bed. Necessary provision shall be made for joints wherever required. When the pipe is laid in a trench in rock, hard clay, shale or other hard material the 15 cms depthbelow the pipe shall be excavated and refilled with an equalising bed cushion of 15 cms thicknessof granular approved granular soft murum, sand or compacted earth. In no case the pipe shall belaid directly on such hard material. It should be ensured that the rock protrudes shall be knockedoff. When the pipes are laid completely above the ground the foundations shall be made even andsufficiently compacted to support the pipeline without any material settlement. Alternatively thepipeline shall be supported on rigid foundations at intervals as approved by the Engineer-in-Charge. Suitable arrangements shall be made to retain the pipeline in the proper alignment, suchas by shaping the top of the supports to fit the lower part of the pipe. The distance between thesupports shall in no case exceed the length of the pipe. The pipe shall be supported as far aspossible close to the joints. In no case the joints shall come in the centre of the span. Suitably designed anchor blocks at change of direction and grades for pressure lines shall beprovided where required. The cost of bedding below pipes, concrete and/or murum supports constructed, anchor blocks etc.is not included in the scope of item and shall be paid separately under relevant items included inthe tender. Jointing : Joints shall generally be of rigid type. Where specified flexible type joints may also beprovided, an approval of Engineer-in- Charge. Rigid Spigot & Socket Joint : The spigot of each pipe shall be slipped home well into the socketof the pipe previously laid and adjusted in the correct position. The opening of the joint shall befilled with stiff

mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) which shall be rammedwith caulking tool and finished at 45° tapper. After a day's work any extraneous material shall beremoved from the inside of the pipe and the newly made joint shall be cured at least for 7 days. Rigid Collar Joint : The two adjoining pipes shall be butted against each other and adjusted incorrect position. The collar shall then be slipped over the joint, covering equally both the pipes. Theannular space shall be filled with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) whichshall be rammed with caulking tool and finished at 45° tapper. After a day's work any extraneousmaterials shall be removed from the inside of the pipe and the newly made joint shall be cured atleast for 7 days. Flexible Spigot & Socket Joint : The joint is composed of specially shaped spigot and socketends on the concrete pipes. A rubber ring shall be placed on the spigot, which shall be forced intothe socket of the pipe previously laid. This compresses the rubber ring as it rolls into the annularspace formed between the two surfaces of the spigot and the socket. Flexible Collar Joint : This shall be made up of a loose collar, which covers two specially shapedpipe ends. Each end shall be fitted with a rubber ring which when compressed between the spigotand the collar, seal the joint. Internal Flush Joint : This joint shall generally be used for culvert pipe of 60 cm diameter andabove. The ends of the pipe are specially shaped to form a self-centring joint with an internaljointing space 1.3 cm wide. The finished joint shall be flush with both inside and outside with thepipe wall. The jointing space shall be filled with cement mortar 1:1 (1 cement : 1 fine sand) mixedsufficiently dry to remain in position when forced with a trowel or rammer and finished at 45°tapper. After day's work any extraneous materials shall be removed from the inside of the pipe andthe newly made joint shall be cured at least for 7 days. External Flush Joint : This joint is suitable for pipes which are too small for jointing from inside.This joint is composed of specially shaped pipe ends. Each end shall be butted against each otherand adjusted in correct position. The jointing space shall then be filled with cement mortar 1:1 (1cement : 1 fine sand) sufficiently dry and finished off flush at 45° tapper. Great care shall be takento ensure that the projecting ends are not damaged as no repairs can be readily affected frominside the pipe. In all pressure pipelines the recess at the end of the pipe line shall be filled with jute braidingdipped in hot bitumen or other suitable approved compound. Pipes shall be so jointed that thebitumen ring of one pipe shall set into the recess of the next pipe. The ring shall be thoroughlycompressed by jacking or by any other suitable method. The number of pipes that shall be jackedtogether at a time shall depend on the diameter of the pipes and the bearing capacity of the soil,for small pipes upto 25 cm diameter, six pipes can be jacked together at a time. The quantity of jute and bitumen in the ring shall be just sufficient to fill the recess in the pipe whenpresses hard by jacking or by any other suitable method. Before and during jacking care shall betaken to see that there is no offset at the joint. 2.4 Testing : Smoke test shall be carried out from chamber to chamber at contractor’s cost. 2.5 Refilling of Trenches : In case where pipes are not bedded on concrete special care shall betaken in refilling trenches, to prevent the displacement and subsequent settlement at the surfaceresulting in uneven surface and dangers to foundations etc. The back filling materials shall bepacked by hand under and around the pipe and rammed with a shovel and light tamper. Thismethod of filling will be continued upto the top of pipe. The refilling shall rise evenly on both sidesof the pipe continued upto 60 cm above the top of pipe so as not to disturb the pipe. No tampingshall be done within 15 cm of the top of pipe. The tamping shall become progressively heavier as

the depth of the backfill increases (item of excavation shall be paid under relevant item ofexcavation of tender). 2.6 Item to Include : Item includes all labour, tools and equipment, all material, RCC pipes of NP2class of specified diameter and jointing material, etc. for laying, jointing and testing of pipes etc.complete. 2.7 Mode of Measurements and Payment : The length of pipes shall be measured in runningmetres nearest to a cm as laid or fixed, from inside of one manhole to the inside of the othermanhole. The length shall be taken along the centre line of the pipes. Excavation and cement concreting wherever required shall be measured and paid separatelyunder relevant items. The contract rate shall be per running meter of the RCC NP2 pipe ofspecified diameter laid. The payment shall be made in three stages as under: 1. On providing and supplying pipes as per specifications - 70% 2. On laying and jointing of pipes - 20% 3. After satisfactory hydraulic testing of pipe line - 10% 18.1 200 mm dia. Specification: 19 Providing at the site of work and lowering, laying and jointing RCC NP3 class pipesconforming to IS458-1998 in prepared trenches in grade and level, including hoisting, makingrubber ring / collar joints in cement mortar 1:1, including cost of collar / rubber ring, jointing materiallike cement, sand etc. and hydraulic testing of the pipes at factory as well as on site per thestipulation in relevant IS code etc. complete. Specification:

3.1 General : The item is for providing and laying & jointing of RCC pipes of NP3 class, including

the sealing rings, mortar filling and hydraulic testing. Water for initial testing shall be made

available free by MIDC, if possible and for subsequent fills necessiated on account of rectification ,

water will be charged at the prevailing industrial water rates is respective industrial area The

excavation of trenches for laying of pipe will be paid under relevant item.

3.2 Material : RCC NP3 class pipes shall confirm to IS:458-1998

. For ready reference and comparison the particulars of the RCC Non Pressure and Pressure

pipes of different classes are given here, though the item refers only for NP3 class pipe. Table 1 CONCRETE PIPES

Class Description Test pressure

(Hydrostatic)

Conditions where normally used.

NP1 Unreinforced concrete non

pressure pipes

0.7 kg/sq.cm

(7 m, head)

For drainage and irrigation use, above

ground or in shallow trench

NP2 Reinforced concrete light

duty, non-pressure pipes


culverts carrying light traffic.

Note :- The unreinforced or without reinforcement pipes shall be provided with nominalreinforcement. Cement Concrete Pipes (with and without Reinforcement) The pipes shall be with or without reinforcement as required and shall be of the specified class.These shall conform to IS : 458-1998. The reinforced cement concrete pipes shall bemanufactured by centrifugal (or spun) process and un-reinforced cement concrete pipes shall bemanufactured by spun or pressure process. All pipes shall be true to shape, straight, perfectlysound and free from cracks and flaws. The external and internal surface of the pipes shall besmooth and hard. The pipes shall be free from defects resulting from imperfect grading of theaggregate mixing or moulding. Concrete used for the manufacture of un-reinforced and reinforced concrete pipes and collars shallnot be leaner than M-15 grade C.C. The maximum size of aggregate should not exceed one thirdof the thickness of the pipe or 20 mm whichever is less. The reinforcement in the reinforcedconcrete pipes shall extend throughout the length of the pipe. The circumferential and longitudinalreinforcements shall be adequate to withstand the specified hydrostatic pressure and furtherbending stresses due to the weight of water when running full across a span equal to the length ofpipe plus three times its own weight. The unreinforced pipes shall be provided with temperaturereinforcement. Table 2 Design and strength test requirements of pipes of Class NP-3 Reinforced Concrete, Heavy Duty, Non-Pressure pipes

NP3 R e i n f o r c e d c o n c r e t e ,

medium duty non pressure

pipes


culverts, carrying heavy traffic.

NP4 Reinforced concrete, heavy

duty non-pressure pipes

-- do -- For drainage and irrigation use for

culverts carrying very heavy traffic, such

as railway loading.


pressure pipes

2.0 kg/sq.cm

(20 m, head)

For use on gravity mains, the design

pressure not exceeding two third of the

test pressure.


pressure pipe

4.0 kg/sq.cm

(40 m, head)

For use on pumping mains, the design

pressures not exceeding half of the test

pressure.


pressure pipe

6.0 kg/sq.cm

(60 m, head)

-- do --

Internal Diaof Pipe

Barrel Dimensions Reinforcement Strength Test RequirementLength Minimum

ThicknessLongitudinalMild Steel atPermissible

stress of 1265Kg/cm2

Spiral Harddrawn steel wireat permissiblestress of 1400

Kg/cm2

Three Edge BearingTest

Sand Bearing Test

Load toproduce0.25 mm

crack

UltimateLoad

Load to produce0.25 mm crack

UltimateLoad

(1) (2) (3) (4) (5) (6) (7) (8) (9)

Note 1 :- Heavy duty non pressure pipes shall normally have flush joints. Collar joints may,

however, be permitted, in which case the design and dimensions of the collar shall be same as for

corresponding NP2 pipes.

Note 2 :- If steel wires are used as longitudinal reinforcement, the weight specified in col 4 shall be

modified by the factor 1265/1400.

Note 3 :- If mild steel is used for spiral reinforcement, the weight specified under col 5 shall be

increased to 1400/1265.

3.3 Laying & Jointing Cement Concrete Pipes and Specials :

Laying : Loading, transporting and unloading of concrete pipes shall be done with care. Handling

shall be such as to avoid impact. Gradual unloading by inclined plane for pipes upto 900 mm dia or

by chain pulley block is recommended for pipes of dia 1000 mm and above. All pipe sections and

connections shall be inspected carefully before being laid. Broken or defective pipes or

connections shall not be used and paid. Pipes shall be lowered into the trenches carefully.

Mechanical appliances may be used at the cost of contractor. Pipes shall be laid true to line and

grade as specified. Laying of pipe shall proceed upgrade of a slope.

If the pipe have spigot and socket joints, the socket ends shall face upstream ascending grade. In

the case of pipes with joints to be made with loose collars, the collars shall be slipped on before

the next pipe is laid. Adequate and proper joints shall be provided where directed.

In case where foundation condition are unusual such as in the proximity of trees of holes, under

existing or proposed tracks manholes etc. the pipe shall be encased all around in 15 cm thick

cement concrete M15 or compacted sand or gravel, which shall be paid separately under relevant

item if included in this tender.

In cases where the natural foundation is inadequate the pipes shall be laid either in concrete cradle

supported on proper foundations or on any other suitably designed structure. If concrete cradle

bedding is used, the depth of concrete below the bottom of the pipe shall be at least 1/4th of the

internal diameter of the pipe subject to the min. of 10 cm and a maximum of 30 cm. The concrete

shall extend up the sides of the pipe at least to a distance of 1/4th of the outside diameter of pipes

for 300 mm and over in diameter. The pipe shall be laid in this concrete bedding before the

mm M mm Kg/linear m Kg/linear m Kg/linearm

Kg/linear m Kg/linear m Kg/linear

350 2.5 or 3.0 75 1.25 7.25 3.040 4.560 4.560 6.840400 2.5 or 3.0 75 2.15 8.25 3.460 5.190 5.190 7.785450 2.5 or 3.0 75 2.40 9.00 3.760 5.640 5.640 8.460500 2.5 or 3.0 75 2.45 10.50 4.160 6.240 6.240 9.360600 2.5 or 3.0 80 2.45 14.50 4.720 7.080 7.080 10.620700 2.5 or 3.0 80 2.95 23.75 5.320 7.980 7.980 11.970800 2.5 or 3.0 90 3.60 26.50 6.060 9.090 9.090 13.120900 2.5 or 3.0 100 4.35 32.75 6.760 10.140 10.140 15.2101000 2.5 or 3.0 100 5.80 44.00 7.400 11.100 11.100 16.6501100 2.5 or 3.0 115 7.40 52.50 8.200 12.300 12.300 18.4501200 2.5 or 3.0 115 7.60 63.75 9.000 13.500 13.500 20.250

concrete has set. Pipes laid in trenches in earth shall be bedded evenly and firmly and as far up

the haunches of the pipe as to safely transmit the load expected from the backfill through the pipe

to the bed. This shall be done either by excavating the bottom of the trench to fit the curve of the

pipe or by compacting the earth under around the curve of the pipe to form an even bed.

Necessary provision shall be made for joints wherever required.

When the pipe is laid in a trench in rock, hard clay, shale or other hard material the 15 cms depth

below the pipe shall be excavated and replaced with an equalising bed of concrete of M15 grade,

sand or ompacted earth due watering. In no case the pipe shall be laid directly on such hard

material. It shall be ensured that all protrudes of the rock are carefully knocked off.

When the pipes are laid completely above the ground the foundations shall be made even and

sufficiently compacted to support the pipeline without any material settlement. Alternatively the

pipeline shall be supported on rigid foundations at intervals. Suitable arrangements shall be made

to retain the pipeline in the proper alignment, such as by shaping the top of the supports to fit the

lower part of the pipe. The distance between the supports shall in no case exceed the length of the

pipe. The pipe shall be supported as far as possible close to the joints. In no case the joints shall

come in the centre of the span.

Jointing : Joints are generally of rigid type. Where specified flexible type joints may also be

provided.

Rigid Spigot & Socket Joint : The spigot of each pipe shall be slipped home well into the socket

of the pipe previously laid and adjusted in the correct position. The opening of the joint shall be

filled with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand), which

shall be rammed with caulking tool and finished at 45° tapper. After a day's work any extraneous

material shall be removed from the inside of the pipe and the newly made joint shall be cured at

least for 7 days.

Rigid Collar Joint : The two adjoining pipes shall be butted against each other and adjusted in

correct position. The collar shall then be slipped over the joint, covering equally both the pipes. The

annular space shall be filled with stiff mixture of cement mortar 1:2 (1 cement : 2 fine sand) which

shall be rammed with caulking tool and finished at 45° tapper. After a day's work any extraneous

materials shall be removed from the inside of the pipe and the newly made joint shall be cured.

Flexible Spigot & Socket Joint : The joint is composed of specially shaped spigot and socket

ends on the concrete pipes. A rubber ring shall be placed on the spigot, which shall be forced into

the socket of the pipe previously laid. This compresses the rubber ring as it rolls into the annular

space formed between the two surfaces of the spigot and the socket.

Flexible Collar Joint : This is made up of a loose collar, which covers two specially shaped pipe

ends. Each end shall be fitted with a rubber ring which when compressed between the spigot and

the collar, seal the joint.

Internal Flush Joint : This joint is generally used for culvert pipe of 60 cm diameter and over. The

ends of the pipe are specially shaped to form a self-centring joint with an internal jointing space 1.3

cm wide.

The finished joint shall be flush with both inside and outside with the pipe wall. The jointing space

shall be filled with cement mortar 1:1 (1 cement : 1 fine sand) mixed sufficiently dry to remain in

position when forced with a trowel or rammer and finished at 45° tapper. After day's work any

extraneous materials shall be removed from the inside of the pipe and the newly made joint shall

be cured for at least 7 days.

External Flush Joint : This joint is suitable for pipes which are too small for jointing from inside.

This joint is composed of specially shaped pipe ends. Each end shall be butted against each other

and adjusted in correct position. The jointing space shall then be filled with cement mortar 1:1 (1

cement : 1 fine sand) sufficiently dry and finished off flush. Great care shall be taken to ensure that

the projecting ends are not damaged as no repairs can be readily affected from inside the pipe.

In all pressure pipelines the recess at the end of the pipe line shall be filled with jute braiding

dipped in hot bitumen or other suitable approved compound. Pipes shall be so jointed that the

bitumen ring of one pipe shall set into the recess of the next pipe. The ring shall be thoroughly

compressed by jacking or by any other suitable method.

The number of pipes that shall be jacked together at a time shall depend on the diameter of the

pipes and the bearing capacity of the soil, for small pipes upto 25 cm diameter, six pipes can be

jacked together at a time.

The quantity of jute and bitumen in the ring shall be just sufficient to fill the recess in the pipe when

presses hard by jacking or by any other suitable method. Before and during jacking care shall be

taken to see that there is no offset at the joint.

3.4 Testing : Smoke Test shall be carried out from chamber to chamber at contractor’s cost.

3.5 Refilling of Trenches : In case where pipes are not bedded on concrete special care shall be

taken in refilling, trenches to prevent the displacement and subsequent settlement at the surface

resulting in uneven street surface and dangers to foundations etc. The back filling materials shall

be packed by hand under and around the pipe and rammed with a shovel and light tamper. This

method of filling will be continued upto the top of pipe. The refilling shall rise evenly on both sides

of the pipe continued upto 60 cm above the top of pipe so as not to disturb the pipe. No tamping

shall be done within 15 cm of the top of pipe. The tamping shall become progressively heavier as

the depth of the backfill increases.

3.6 Item to Include : Item includes all labour, tools and equipment, all material RCC pipes of NP3

class of specified diameter and jointing material, etc. for laying, jointing and testing of pipes etc.

complete.

The excavation shall be paid separately as per the relevant item of tender.

3.7 Mode of Measurements and Payment : The length of pipes shall be measured in running

metres nearest to a cm as laid or fixed, from inside of one manhole to the inside of the other

manhole. The length shall be taken along the centre line of the pipes. Excavation and cement

concreting wherever required shall be measured separately under relevant items of work

incorporated in this tender. The contract rate shall be per running meter run of the RCC NP3 pipe

of specified diameter laid, measured to the nearest cm.

The payment shall be made in three stages as under:

1. On providing and supplying pipes as per specifications - 70%

2. On laying and jointing of pipes - 20%

3. After satisfactory hydraulic testing of pipe line - 10%

19.1 600 mm dia. Specification: 19.2 700 mm dia. Specification: 19.3 800 mm dia. Specification: 19.4 900 mm dia. Specification: 19.5 1000 mm dia. Specification: 19.6 1200 mm dia. Specification: 20 Providing and laying in position plain cement concrete using granite or black trap gradedmetal including mixing in a mechanically operated mixer, dewatering, compacting, curing asrequired complete for all lifts up to a +/- 5 m. above or below the ground level where concrete isproposed, including centering/shuttering using ordinary Portland cement. Specification:

1 General : The item pertains to providing and laying in position Plain Cement Concrete (PCC) of

specified proportion. The work includes providing all material, mixing, compacting, curing,

shuttering, dewatering etc. complete up to lift of ± 5 m.

1.2 Material:

1. Cement : Ordinary Portland Cement (OPC) as specified at item Gen/C/0.2.1.

2. Fine Aggregate (Sand) : specifications shall conform to item Gen/C/0.2.2.

3. Coarse Aggregate : specifications shall conform to item Gen/C/0.2.3. Grading and maximum

size of coarse aggregate shall be as specified in the drawing. Normally the maximum size should

not be more than 40 mm or 25 % of the minimum dimension of the member, whichever is less.

4. Water : specifications shall conform to item Gen/C/0.2.4.

1.3 Mix Proportion and Mixing : The mix proportion as specified on the drawing, separately for

each component shall be provided. For detailed specifications refer to item No.Gen/C/0.5. For

mixing without mechanical mixer, prior permission from the Engineer-in-charge shall be obtained.

Specifications for mixing shall conform to item Gen/C/0.7.

1.4 Formwork and Scaffolding : Formwork shall be provided for giving the desired shape and

sizes for the PCC as per the drawings. The specifications shall conform to item Gen/C/0.19.7. The

striping time also shall be as specified in the item. The scaffolding shall be normally provided of

steel tubes. The specifications for scaffolding also shall conform to item Gen/C/0.19.8.

1.5 Transportation, Placing and Compaction : Specifications shall conform to item Gen/C/0.8.

1.6 Field Tests : The appropriate field tests as directed by the Engineer-incharge shall be carried

out as explained in item Gen/C/0.15.

1.7 Inspection & Testing of Structure : As per the contract conditions inspection & testing of a

structure shall be carried out in accordance with item Gen/C/0.16

1.8 Finishing of Concrete : The finishing of concrete surface shall be as per item Gen/C/0.17.

1.9 Special Features : Special requirements such as Architectural shapes finishes, Expansion

joints, Construction joints, Water stops, grouting, etc. shall be provided as shown on drawing/s and

as directed by Engineer in Charge. For specifications for these the appropriate clauses of item

Gen/C/0 shall be referred.

1.10 Curing : As per item Gen/C/0.14.

1.11 Item to Include : This item for providing Plain Cement Concrete (PCC) with specified mix

proportion at specified locations with initial lift of + 5 m above or below ground level includes all

ingredients of concrete i.e. water, cement, fine and coarse aggregates, all transportation,

dewatering, tools and plants, all taxes, royalties, labour, formwork, testing, curing etc.

complete.

1.12 Mode of Measurement and Payment : The measurements of the concrete laid shall be

taken on volumetric basis in cum. The openings shall be deducted. The unit rate of concrete per

cum of specified proportion includes all the items as explained in Gen/C/0.25. 20.1 With Natural Sand Specification: 20.1.1 In 1:3:6 proportion. Specification: 20.1.2 In 1:2:4 proportion. Specification: Sub Estimate: Asphalting by 50mm semigrout & 25mm thick Premix Carpet with liquid seal coattreatment 1 Providing trap / stone / granite stone metal at the work site as directed in stacks of minimumsize of 3 x 2 x 1 m or as directed in stacks of higher sizes than the minimum stipulated aboveIncluding all loading / unloading operation and conveyance to the site of work lead up to 10 km.including all taxes and royalty charges.

Specification:

6.1 General : The item provides supply of stone aggregate of the specified type and size at the

site of work, including obtaining the stones of the specified quality from approved sources,

manually breaking or crushing them in mechanical crushers, loading into conveyor and unloading

at site of work conveying within 10 km leads and all lifts, stacking in regular heaps as specified.

6.2 Material : Stones of approved quality shall be used for hand broken or crushed aggregate.

Quality : The rubble of the trap stones shall be hard, tough, sound, durable, dense, clean, of close

texture and free from unsound material, cracks, decay and weathering. The water absorption shall

be as low as possible but not more than 2 per cent. They shall generally be broken rubble.

Stone Aggregate : The aggregates shall be obtained by crushing approved stones of specified

type in a mechanical crusher and shall be clean, strong, tough, dense, durable, close grained and

free from soft,

decayed and weathered portions and from coating of dust, dirt or other objectionable matter. They

shall preferably have good hydrophobic characteristics. The metal shall generally satisfy the

following

physical requirements:-

Refer Table on page No. 108.

Tests shall be carried out according to I.S.383-1970

Tests considered necessary shall be carried out in an approved laboratory.

Size of Metal shall be as under:-

For light or

Medium traffic

For heavy

traffic

Los Angles abrasion test, per cent, fines maximum 25 17

Aggregate crushing test: percent, fines maximum 23 17

Water absorption by weight after 24 hours immersion; percent.

Not more than 1 1

Standard SizeWholly Passing through Square

mesh of internal dimension

Wholly retained on square

mesh of internal dimension

40 mm 50 mm 25 mm

25 mm 40 mm 20 mm

20 mm 25 mm 12 mm

12 mm 20 mm 10 mm

10 mm 12 mm 6 mm

6 mm 10 mm 5 mm

Note :- Not more than 20% of any sample shall exceed in its greatest dimension standard sizeplus 25 mm. For 40 mm. Standard size, standard size plus 8 mm. For 25 mm, 20 mm and 12 mmstandard sizes and standard size plus 6 mm for 10 mm and 6 mm standard sizes plus 4 mm. Themetal shall be roughly cubical in shape and of uniform size with sharp edges for interlocking.Rounded, flaky thin, elongated metal shall not be accepted. Before collection, samples of the metalshall be got approved for quality size and shape by the Engineer-in-Charge who will preserve themin his site office for reference. They shall be completely dry at the time of use. 6.3 Conveyance : Materials shall be brought to site sufficiently in advance of construction. Thecontractor shall be responsible to see that vehicles used for transporting materials do not drop anyof the contents on the road and thus cause nuisance to traffic. The contractor shall also beresponsible for any damage or accident arising out of any such material falling on the road orelsewhere and shall attend to all complaints in this regard. The Engineer-in-Charge may order theremoval of such materials at the expenses of the contractor in case of neglect. Vehicles conveyingor disposing materials shall not obstruct traffic. All leads upto 10 km and lifts included in the rate forthe item. 6.4 Stacking : The material shall be stacked uniformly along the roadside or as directed in regularstacks of minimum size 3m X 2m X 1 m unless other sizes are ordered by the Engineer-in-Charge,stacking shall be done only after the quality, shape and size of the material are approved. Thestacks shall be made without appreciable hollows without making special efforts to hand-pack thematerial. The stacks shall be free of earth, rubbish, vegetation, inferior or too much oversize orundersize material. One stack in each unit section may be of different length if necessary to makeup the total quantity in that particular section. Low and wide stacks with outer retaining walls andthe center filled in loosely shall not be permitted. The material shall be stacked entirely clear of thecarriage way and as far a possible beyond the side widths and the side drains, on even ground orin the absence of such even ground the platforms prepared in advance for the purpose by thecontractor at his cost. If no such land is available, the width of the stack may be reduced and thestacks may be laid on the side widths with the approval of the Engineer-in-Charge. Such stacksshall be protected from being disturbed. Necessary precautions such as barricading, signs andsignals shall invariably be taken, the contractor being responsible for any accident, injury andcompensation due to his negligence in this respect. On hill roads material shall be stacked only onthe side of the road as directed without interfering with free drainage. The Engineer-in-Chargemay, if required, get the stacks coming in the way of or obstructing the traffic, removed with thecost of the contractor and the contractor shall not be entitled to claim for any loss or damage to thematerials on that account. The stacking operations shall be started at the point farthest from thequarry and carried towards the nearest point. The stacks shall not be laid at such places wherethey are likely to be damaged on account of the traffic, washing out by rains or floods or drainage,slides of the banks or the slopes of cutting. The contractor without extras claims shall make anyloss on account of these or such other reasons good. As far as possible the metal shall be stackedevenly on one side of the road only and in such quantities per unit length as will be required forthat particular length or as ordered by the Engineer-in-Charge. Each size of aggregate shall be

stacked separately and entirely clear from the carriageway and where possible clear of theshoulders also. They shall be stacked in such a manner as to prevent mixture, deterioration orcontamination 6.5 Special Points : The contractor shall be responsible for obtaining consent of owners ofquarries and lands, payment of royalties, fees, rents, taxes, octroi, duties, etc. Compensation dueto injuries to persons or damages to property in any way connected with the execution of this itemand for loss of materials due to improper stacking etc. and shall make good the losses withoutextra claims. The contractor shall also responsible for the blasting operations. 6.6 Item to Include : 1) Obtaining metal of approved quality, shape and size from quarry metal, boulder metal, Lateritemetal and payment of royalties, taxes, octroi, duties, fees, rents, etc. 2) Conveying to roadsideincluding lead upto 10 km and all lifts. 3) Stacking. 6.7 Mode of Measurement and Payment : The contract rate shall be for one cubic meter ofmaterial supplied at site in stacks of approved size. When the material is stacked in stacks of oneuniform size, smallest stack may be chosen in the particular km or unit section and measured forits length, breadth and depth. The cubic contents of this heap shall be multiplied by the number ofsuch stacks in the km or unit section to arrive at the quantity in the particular km or unit section.The Engineer-in-Charge may measure any other stacks also for verification. When the sizes ofstacks are not uniform, each stack shall be measured individually. The dimensions shall bemeasured correct to two places of decimal of a meter and quantity worked out correct to twoplaces of decimals of a cubic meter. If there is reason to believe that the stacks are very loose andare having unduly large hollows and or materials not satisfying the specifications, the stacks maybe got opened and restacked properly after removing the inferior material as directed by theEngineer- incharge at the contractor’s cost. The measurements of such a stack shall then be takenand if they are less than those of a normal heap, the quantity of the restacked heap shall bemultiplied by the no. of stacks to arrive at the quantity in the particular unit or length. No deductionshall be made for voids. Material shall not be used until the full quantity is collected in km or unitlength and measured. All stacks measured shall be marked with lime wash bands to distinguishthem to avoid double measurement. If the material is found to be of inferior quality or of size notsatisfying the requirements, the same may be rejected entirely. All labour, materials etc. requiredfor measuring, restacking, checking, lime washing, etc. shall be at the cost of contractor. 1.1 Standard size 40 mm (Hand Broken) Specification: 1.2 Standard size 30 mm (Crushed aggregate) Specification: 1.3 Standard size 12 mm (Crushed aggregate) Specification: 2 Spreading metal on road surface from 40 mm to 10 mm standard size and spreading evenly to

required camber and gradient with lead up to 100 m from stacks. Specification:

11.1 General : The item covers to provide the labour for conveying the metal of standard size from

the roadside stacks and spreading it for the road sectioning.

11.2 Spreading Metal : The metal shall be screened if it contains grass, rubbish dust or other

deleterious foreign material. ‘V’ groove is excavated on either edges of metal width to avoid sliding

away spread metal during rolling. The groove will ensure clean straight/curve edge of road. The

metal shall be spread evenly over the rolled rubble soling surface or WBM surface or as directed

by giving a twisting motion to the basket at the time of spreading. In order to ensure the correct

thickness, the road area shall be suitably marked so as to receive the contents of one stack for the

specified thickness in the area marked. The unevenness and undulations after the spreading shall

be rectified either by thinning the metal or adding it as required. The metal so spread shall be

checked by camber boards and line for the camber and grade at intervals of every 10 meters or so.

The edge line stakes shall be ranged for a sufficiently long length to obtain straight lengths and

uniform curves. The sides of the metal shall be held by bunds of murum to prevent metal from

spreading if side widths are not provided at the time. These bunds shall be of such depth as to

support the metal. The junction of the existing road and the new construction shall be diagonal in

plan. Between the straight lengths and curves and at the meeting points of convex and concave

portions of reverse curves the change in the camber shall made very gradually as directed by the

Engineer-in-Charge.

11.3 Item to Include : The item includes providing all labour, tools, and equipment for conveying

the metal from the roadside stacks and spreading even to the required depth, width and section.

The item includes all leads & lifts as directed by Engineer-in-Charge.

11.4 Mode of Measurement and Payment : The quantity of spreading of metal of the specified

size shall be arrived at by deducting the quantity in balance in stacks from the total collection

existing on the roadside before spreading is started. The quantity on site shall be checked before

spreading is started and after completion of spreading. The contract rate shall be for spreading one

cubic meter of metal as per direction of Engineer-in-Charge. 3 Watering over sub-grade consisting of soling and / or oversize metal. Specification:

9.1 General : The item provides the watering over soling, oversize and size metal.



make his own arrangements for getting adequate quantity of acceptable water. Only just sufficient

water as is necessary shall be sprinkled uniformly with the help of water tanker and/or sprinkler

over the hard murum/blindage so as to obtain maximum compaction with the type of rolling

adopted without total crushing of the material. The water shall be used profusely small fillets shall

be provided at edges so that the water will not flow away. The roller shall move in water slurry

which will penetrate into crevices all voids in metal shall feet fill in and proper bond in the metal

shall be formed.

9.3 Item to Include : All clean water, material, machinery, equipment, labour, taxes etc. shall be

included in the rate.

9.4 Mode of Measurement and Payment : The measurement shall be the area of road surface

watered in sqm upto two decimals. The payment shall be at the rate per sqm. 4 Rolling with 8 / 10 tonne vibratory roller over 40 to 25 mm standard size metal to finish thesurface to required camber and gradient until proper interlocking. Specification:

13.1 General : After spreading 40 to 25 mm standard size metal laid to the required thickness,

grade and camber the same shall be uniformly compacted to the full width with 8 to 10 tonne roller.

In portions having unidirectional cross fall/super elevation, rolling shall commence from the lower

edge and progress gradually towards the upper edge. The roller should progress parallel to the

centerline of the road, from edges uniformly overlapping each preceding track by at least one third

width until the entire surface has been rolled. Alternate strips of the roller shall be terminated in

stops at lead 1mt away from any preceding stop. The rolling shall be continued till no impression of

rear wheels appear. Any displacement occurring as a result of reversing of the direction of the

roller or from any other cause shall be corrected at once as specified and/or removed and made

good. Required quantity of water shall be sprinkled over the aggregate to remove dust etc. if

required. All loose, segregated uneven or otherwise defective areas should be made good to the

full thickness of the layer and re-compacted. The item shall be executed as per direction of

Engineer-in-Charge.

13.2 Mode of Measurement and Payment : The measurement shall be in per sq. mtr of the

compacted layer of the finished metal surface. 4.1 30 tonne vibratory compactors Specification: 5 Supplying and stacking at works site as directed VG 40, VG 30 and VG 10 penetration gradeasphalt in bulk conforming to IS:73-2013. (Rate is taken at Refinery, Mumbai). Specification:

1.1 General : The item provides supplying and stacking at works site of specified viscosity grade

bitumen in bulk

1.2 Material : Asphalt or bitumen shall be straight run conforming to IS: 73 or industrial bitumen

as per IS: 702 of suitable consistency satisfying the requirement of physical properties as give in

table below Table REQUIREMENTS FOR PAVING BITUMEN

1.3 Conveyance and Stacking : The bitumen is to be carried from the refineries in the bulk

containers approved by the RTO and other authorities. The transportation is entire responsibility of

the contractor. MIDC is not responsible for any loss or damage to bitumen or the vehicle or to any

accident, claims etc. The item shall be treated as complete only after the asphalt is received at the

work site. For stacking the bitumen the contractor shall provide the necessary containers of the

required capacities.

1.4 Item to Include : Item includes loading of bitumen in bulk container at the Mumbai Refinery,

unloading in the bulk containers provided at the work site, etc. complete, including all the labour,

container vehicle , its all costs such as fuel, insurance, paying of all taxes, claims, damages,

depreciation, labour etc., complete. The rate is excluding then transportation, which shall be paid

at the appropriate rate as per Item No. Rd/F/3, for the specified distance from the Mumbai

Refinery. The contractor shall have to furnish original challan of the refinery along with weighment

Sr.

No.

Characteris

tics

Paving Grades Method of

Test Ref. toVG 10 VG 20 VG30 VG40

(1) (2) (3) (4) (5) (6) (7)

i) Penetration at

25oC, 100 g 5

s, 0.1 mm. Min

in 1/10 mm

80 60 45 35 IS: 1203

ii) Absolute

viscosity at

60oC, Poises

800-1 200 1600-2400 2400-3 600 3 200-4 800 IS 1206 (part

2)

iii) Kinematic

viscosity at

135oC, cSt,

Min

250 300 350 400 IS 1206

(Part 3)

iv) Flash point

(Cleveland

open cup) oC

Min

220 220 220 220 IS 1448

(P:69)

v) Solubility in

trichloroethylen

e, percent, Min

99.0 99.0 99.0 99.0 IS:1216

vi) Softening point

(R&B) C, Min

40 45 47 50 IS:1205

vii) Tests on

residue from

rolling thin film

oven test

a) Viscosity

ratio at 60oC

Max

b) Ductility at

25oC Min

4.0

75

4.0

50

4.0

40

4.0

25IS:1206

(Part 2)

IS 1208

slips in original before use and after use of asphalt.

1.5 Mode of Measurements : The quantity of the asphalt/ bitumen, of specified viscosity grade

supplied and stacked at the work site shall be measured in Metric tonne. The payments for the

quantity stacked shall be at the contract rate per MT. The transportation charges shall be paid

separately.

Note : It shall be noted that wherever, references of MORTH Specification Book 2013 are given

in the general & item wise specification, the contractor shall note that specification mentioned in

the MORTH book 2013 will hold good for the work. 5.1 VG 30 Specification: 6 Transporting asphalt from refinery to site of work. c) Lead from 200Km and above. Specification: 7 Heating asphalt to its boiling point and evenly spreading it over road surface for grouttreatment / tack coats / seal coats. Specification:

4.1 General : The item provides the heating of asphalt supplied at the work site under item no.

Rd/F/1 and Rd/F/2 to its boiling point and spreading the same over road surface for grout

treatment / tack coats/

seal coats.

4.2 Preparation of Surface : Preparation of road surface shall be carried out under appropriate

separate item. Prior to the application of the binder, all dust, dirt, caked murum, animal dung, loose

and foreign material etc. shall be removed 30 cm on either side, beyond the full width to be treated,

by means of mechanical sweepers and blowers, if available or otherwise with wire brushes, small

picks, brooms etc. The material so removed shall be disposed off as directed by the Engineer-in-

charge. For WBM surface, the interstices between the road metal shall be exposed upto a depth of

about 10 mm by means of wire brushes picks The surface shall then be brushed with soft brooms

to remove all loose aggregates. Finally the traces of fine dust, which gets accumulated while

brushing, shall be thoroughly removed from the surface by blowing with gunny bags. The prepared

surface shall be closed to traffic and maintained fully clean till the binder bitumen/asphalt is

applied.

4.3 Heating and Applying Asphalt/Binder (Hot Bitumen) : The asphalt/ bitumen shall be heated

in a boiler to a temperature for 30/40 grade & 60/70 grade up to 1770 C to 1910 C (3500 F to 3750

F) and for 80/100 grade up to 1630 C to 1770 C (3250 F to 3500 F) and the temperature shall be

maintained at the time of actual application. The use of a thermometer being essential. The binder

shall be applied evenly to the clean dry surface by means of a pressure sprayer at the rate

specified. The binder shall be applied longitudinally along the length of the road and never across

it. The edges of the binder surface shall be defined by wire or a rope stretched in position. Heating

in cut out drums and pouring from perforated tins, cans and such other methods shall not be

permitted. Except in the case of petty works and repairs with the specific approval of the Engineer-

in-charge. Excessive deposits of binder caused by stopping of the sprayer or through leakage or

any other reason shall be suitably corrected before the stone chipping are sprayed.

4.4 Mode of Measurement and Payment : The quantity of asphalt heated and applied shall be

measured in Metric tonne and also the source of asphalt shall be recorded whether from bulk

supply or from drum supply. In respect of bulk asphalt/bitumen carriers the same shall be weighed

before application of asphalt/bitumen and also after the application of the asphalt/bitumen. The

difference in these to weights and/or the quantity worked out with reference to the rate of

application of the asphalt/bitumen and the area of actual application, whichever is lower shall be

payable. The weightment slips in original for the weighment of asphalt at the approved weigh

bridge before use and after use of asphalt shall be submitted by the contractor. The item rate shall

be per Metric tonne of asphalt heated and applied. 7.1 VG 10 grade bitumen conforming to IS: 73-2006 Specification: 7.1.1 Bulk Asphalt. Specification: 8 Rolling with 8 / 10 tonne vibratory roller on the grouted surface. Specification:

14.1 General : The item provides rolling after grouting the surface.

14.2 Spreading and Rolling : After spreading the 10 mm metal aggregate over the grouted

surface, in specified quantities. The rolling shall be done over the grouted surface uniformly

compacted to full width with 8 to 10 tonne vibratory roller. In portions having unidirectional cross

fall/super elevation, rolling shall commence from the lower edge and progress gradually towards

the upper edge. The roller should progress parallel to the centerline of the road, from edges

uniformly overlapping each preceding track by at least one third width until the entire surface has

been rolled. Alternate strips of the roller shall be terminated in stops at lead 1mt away from any

preceding stop. The rolling shall be continued till no impression of rear wheels appear. Any

displacement occurring as a result of reversing of the direction of the roller or from any other cause

shall be corrected at once as specified and/or removed and made good. Required quantity of water

shall be sprinkled over the aggregate to remove dust etc. if required. All loose, segregated uneven

or otherwise defective areas should be made good to the full thickness of the layer and re-

compacted. The item shall be executed as per direction of Engineer-in-Charge.

14.3 Item to Include : All the labour, machinery, tools and plants required for rolling are included

in this item. The supply and spreading the metal over the grouted surface shall be paid under

relevant item.

14.4 Mode of Measurement and Payment : The contract rate shall be for compacting one sqm

area of the road of the full width after spreading 12 to 10 mm metal as shown in the section

including increased widths on curves, road crossings etc. The area of the road compacted shall be

measured and paid in sqm. 9 Cleaning the old / fresh asphalt surface with wire brushes, bristles brushes and gunny bags toreceive asphalt treatment. Specification:

10.1 General : The item provides cleaning the old or fresh asphalt surface with wire bristle brush

and with gunny bags before applying new asphalt treatment.

10.2 Equipment : The equipment such as small pick wire bristle brushes and gunny bags shall be

used for cleaning.

10.3 Cleaning : Prior to the application of the binder, all dust, dirt, caked mud, animal dung, loose

and foreign material etc. shall be removed 30 cm on either side, beyond the full width to be treated,

by means of mechanical sweepers and blowers, if available or other wise with wire brushes, small

picks, brooms etc. the material so removed shall be disposed off as directed by the Engineer-in-

charge. The prepared surface shall be closed to traffic and maintained fully clean till the binder is

applied.

10.4 Item to Include : The item includes all labour, equipment etc. required for cleaning the old or

fresh asphalt road surface as per above specifications.

10.5 Mode of Measurement and Payment : The area of old or fresh asphalt road thus cleaned as

per the above specifications shall be measured in sqm. The contract rate shall be per sqm of

asphalt road cleaned. 10 Providing and laying 20 mm. thick premix seal surfacing with all leads as directed, preparingand cleaning the base, heating aggregates at 0.27m3 per 10m2 of aggregates of specified size,mixing with heated asphalt VG 30 grade 14.6 kg. per 10m2 in a hot mix plant and spreading overthe surface to be treated after applying tack coat using VG 10 grade asphalt dose 2.5 kg/10m2 orbituminous emulsion grade conforming to IS: 8887 dose 2.50 kg / 10 m2, laying the mix sealsurfacing with hydrostatic paver with sensor control & compaction to the desire level etc. complete.I) By using VG 10 grade asphalt for tack coat. a) Using VG 30 grade Asphalt. Specification: Sub Estimate: Name of Work : Barshi Industrial Area . . . .Providing infrastructural facilities in PHI.

Signed By

Organisation Unit

Signed Date

PATIL SATISH BHAGWAN

MAHARASHTRAINDUSTRIALDEVELOPMENTCORPORATION26/09/2016

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