DTP M&R to roadscms.midcindia.org/Lists/TenderDocumentsList/Attachments/15695/M R... · --0-- Ref....

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Ref. to ADP Approval

: Budget Provision - Rs. 50.00 lakhs & 2.00 lakhs in B. E. for 2012-13 for M & R to Tree plantation & M&R to Truck terminus .

Ref. to Technical Sanction : General approval granted by SE(N) vide T.R. No. 2033 dt. 22.05.2012

( A Government of Maharashtra Undertaking )

Tender Notice No. : ( 01) OF 2013-2014

Name of Work : Nagpur (Butibori) Industrial Area-

M & R to Roads…(Tree plantation & Truck terminus).. Providing and fixing of guard stone along both sides of main road ‘B’, Construction of compound wall at public garden and filling of pot holes in Truck terminus premises.

Estimated Cost : Rs. 8,21,162 /-

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Contractor Executive Engineer

MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION (A Government of Maharashtra Undertaking)

Name of work : - Nagpur (Butibori) Industrial Area


INDEX

SR. NO. DESCRIPTION PAGE NO.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18

19

20

21

22

Tender Notice.

Detailed Tender Notice.

Direction to The Tenderer For Filling Tender &

Instructions in MIDC Web site.

Scope of Work.

Work Contract Act. MVAT Act-2000 clause

Registration Under Contract Labour Act.

Price Variation Clause.

Condition for royalty charges

Contract Conditions

Clause for recovery of labour cess

Clause or reimbursement of taxes / duties.

Stamp duty on works contract

Addl. Contract Conditions

Cement Variation Clause

Standard Cement Consumption Statement.

Insurance of Contract Work.

Clause for Addl. Security Deposit

Undertaking In Format From Contractor.

(B-1 Tender Form) With Schedule ‘A’

Schedule ‘B’

Itemwise Specifications.

Drawing.

2

5

7

10

12

13

14

19

21

24

25

26

27

29

30

34

35

36

37

74

79

100

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TENDER NOTICE NO. ( 01 ) OF’2013-2014

Sealed tenders in B-1 form on percentage basis are

invited from reputed contractors registered in an appropriate class with PW D (Govt. of Maharashtra), CPW D, MES, CIDCO, Railways, MJP for the work mentioned below.

1. Name of work : Nagpur (Butibori) Industrial Area… M & R to Roads…(Tree plantation & Truck terminus) .. .. Providing and fixing guard stone & Repairing structures of ''B'' Junction along main road ''B'', Construction of compound wall at public garden and filling of pot holes in Truck terminus premises.

2. Class of Registration : Class VII & above.

3. Estimated Cost : Rs. 8,21,162/-

4. Earnest Money Deposit : Rs. 8,250/- (In the form of D.D. in favour of Executive Engineer, MIDC, Division, No. I, Nagpur)

5. Security Deposit : 3% of tendered cost or estimated cost whichever is more in the form of (D.D. / B.G.) 5% --- do --- (Through RA bil l)

6. Time Limit : 04 (Four) Months including monsoon

7. Compensation : Rs.500 /- per day.

8. Cost of blank tender form

: Rs.1000 /- (In the form of D.D. / Pay Order in favour of Executive Engineer, MIDC, Divis ion, No. I, Nagpur) (Non Refundable)

9. Date of display of blank tender forms (ON MIDC WEB SITE)

: 29/04/2013 to 13/05/2013

10. Last date of receipt of tender.

: 21/05/2013 upto 11.00 hrs. by Reputed Courier Service or RPAD or Hand Delivery only in any of the off ice (1) Addit ional Chief Engineer, MIDC, Udyog

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Bhavan,Nagpur. (2) Superintending Engineer, MIDC, Udyog Bhavan, Nagpur. (3) Execut ive Engineer, MIDC, Dn. No. I, Plot No. X-50, Hingna, Nagpur.

11. Date & time of opening of tender.

: 21/05/2013 @ 12.30 hrs. (If Possible) in the off ice of the Executive Engineer, MIDC, Dn. No. I, Plot No. X-50, Hingna, Nagpur.

12. Validity of offer. : 180 days from the date of opening of tender.

Right to reject any or all tenders without assigning any

reason thereof is reserved by the competent authority of corporat ion. MIDC reserves the rights to accept the tender other than the f irst lowest. Sd/- Executive Engineer, MIDC Division No. I., Nagpur. Copy Submitted : *The Chief Engineer (HQ), MIDC, Mumbai. *The Chief Engineer(PZ), MIDC, Pune. *The Chief Engineer, (NZ), MIDC, Nanded. * The Addl. Chief Engineer, MIDC, Nagpur. * The Superintending Engineer, MIDC, Circle, -------- Copy f.w.cs to : * The Jt. Chief Accounts Off icer, MIDC, Nagpur. * The Public Relation Off icer, MIDC(HQ) Mumbai for information. Copy to : * Dy. Engineer, MIDC, Sub.Dn. ______ for information & necessary act ion. * Copy to Notice Board.

Sd/- Executive Engineer, MIDC Division No. I., Nagpur.

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DIRECTION TO THE TENDERER FOR FILLING TENDER

The contractor may please see instructions in respect of website attached separately. The tenderer will duly sign & complete the printed tender form. Every page of the tender and contract documents including specifications, every correction, deletion or addition and every slip pasted etc. will be signed by the tenderer. The tenderer should quote the percentage in words and figures. Where the percentage in words differs from the one in figures the lowest of the two will be taken as corrected percentage. The tenderer should carefully note the unit of each item. No change in this unit is to be made. In case of any doubt, the intending tenderer should refer the matter to the Executive Engineer and get necessary clarification. The contractor should submit the tender in two envelopes. Following documents be enclosed to the tender as Envelope No. 1&2. 1st Envelope: - 1) Earnest money and cost of tender forms in the form of demand draft / pay order only ,

2) A true copy of current certificate of registration as approved contractor in the appropriate class.

3) Exemption certificate for payment of Earnest Money deposit. (If contractor holds) issued by MIDC only. 4) Copy of registration for works contract act under Maharashtra value added tax act. 2002 with current clearance certificates. 5) Initial Security Deposit, request letter from contractor if any to pay the initial S.D. in the form of Bank Guarantee. 6) Certified copy of PAN card. 7) Certificate from contractor stating that , offer(Price bid) submitted by him is unconditional. 8) Valid certificate of up-to-date professional tax paid.

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All the documents should be attested. If the above documents are not found in 1st envelope then 2nd envelope will not be opened & tender shall be rejected out rightly. 2nd Envelope: - Tender shall be with clear offer without any condition based on “star rates” mentioned in price variation clause. Any conditional offer would be rejected out right. Contractor should submit the sealed tender by Registered Post or Reputed Courier Services or by hand delivery only. The tender submitted after due date & time mentioned in NIT shall not be accepted at all. No documents which may disclose the offer quoted for the work be encouraged in the envelope No. 1, otherwise tender shall be rejected out rightly. 1) PAYMENT OF E.M.D.: - i) The earnest money deposit as declared in detail tender notice shall be paid fully in the form of Demand Draft only. If the Earnest Money Deposit is not found as per tender notice, the offer of the contractor placed in 2nd envelope shall not be opened and the tender is liable for rejection out-right. ii)If the contractor desires to make the payment of EMD or initial security deposit in the form of demand draft, the D.D. shall be on any Nationalized Bank or Schedule Bank in the name of EXECUTIVE ENGINEER, MIDC, DIVISION NO. I, NAGPUR duly crossed. iii) The EMD in other form is not acceptable and in absence of proper earnest money deposit, tender is liable to rejection out-right. iv) The contractor who have been exempted by MIDC for payment of earnest money deposit, need not pay the earnest money deposit alongwith the offer. However, the copy of such exemption certificate shall be enclosed in the first envelope. 2) INITIAL SECURITY DEPOSIT: - i) The contractor is required to pay total 8% security deposit of tendered cost or estimated cost which ever is more if his offer is accepted and he is called for execution of agreement as explained below. ii) 3% initial security deposit shall be paid at the time of execution of agreement in the form of D.D. / Bank Guarantee. However, if the contractor desires to submit initial S.D. in the from of B.G. he must mention the same at the time of submission of offer in 1st envelope only. The request of contractor received after opening of tender for payment of initial S.D. in the form of B.G. shall not be accepted. The condition mentioned of payment of initial S.D. in the form of B.G. at the time of submission of offer will not be treated as a condition.

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iii) The balance 5% security deposit shall be recovered through running account bills only. No Bank guarantee or fixed deposit receipt shall be accepted for the same. 3) STAMP DUTY: - The contractor whose offer is proposed for acceptance and called for execution of agreement shall have to pay the stamp duty as communicated by Stamp Duty Office. INSTRUCTIONS IN RESPECT OF WEBSITE 1) Tender document will be made available on website www.midcindia.org. 2) The first envelope should contain the D.D. for EMD, D.D. for cost of tender & documents as listed above. 3) If D.D. for cost of tender (Non-refundable) and the EMD is not found in the 1st envelope, then price bid of the tenderer shall not be opened. The price bid of the tenderer who qualify for the work as per the prescribed criteria will only be opened. Provide the separate DD for payment of EMD and cost of blank tender form and post qualification document. 4) The tenderer who fulfill qualification criteria should only submit the tender and they should enclose all the documents as prescribed 5) The tender duly down loaded from website should be filled & submitted. No change should be made in the tender script by the tenderer & if after submission of the tender, it is noticed that the tender script is modified or any change what so ever is made in the tender document, the tender submitted will be summarily rejected.

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SCOPE OF WORK

Name of work : - Nagpur (Butibori) Industrial Area-


Butibori Industrial Area is situated on Nagpur-Wardha National highway at a distance of 24 Km. away from Nagpur City. MIDC has constructed asphalted road in this area in view to provide a good transport facility. MIDC has also constructed office building, CFC, Food plaza, Dormitories and Family Quarters , Truck terminus & Public garden in Butibori Indl. Area . It is now proposed to maintain above structure in proper manner. . The scope work includes the following:- Sub-Estimate No. I : Providing and fixing guard stone along main road ''B'' Contractor shall be provided the precast concrete guard stone in specified size and shall be fixed the same in line & level along both sides of main road ''B'' adjacent to built up gutter from Telephone exchange to Wena river bridge as per direction of Engineer-in-Charge. Sub-Estimate No. II : Construction of compound wall at public garden Contractor shall be constructed the brick masonry compound wall over existing (0.23 x 0.30) beam & (0.23 x 0.23) column at public garden for side & back in line & level with both side plaster including embedding glass pieces in coping at close intervals of not more than 3 cm. both faces with sharp edge pointing upwards after finishing the concrete surface with 1:3 cement mortar. The concrete cube, sand, bricks, etc. shall be tested by the contractor and the test report shall be submitted to the department. No reimbursement or extra payment shall be made to the contractor for such testing. Sub-Estimate No. III: M & R to Road (truck terminus)….. Filling of pot holes in Truck terminus premises The scope of work includes f i l l ing of potholes in Truck terminus premises at But ibori Industr ial Area with W BM patches as per normal pract ice. The construct ion material such as murum, metal etc. shall be got tested by the contractor from any Govt. laboratory or Institut ion and test reports shall be submitted to the department well

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in advance. No reimbursement or extra payment shal l be made to the contractor for such testing. The cement to be used in the work shall be tested by the contractor at his own cost. The cement shall be 43 grade & above either of following makes:- 1) ACC cement. 2) Ultratech cement. 3) Grasim cement 4) Ambuja cement 5) Orient cement. The contractor shall approach to the department immediately after receiving the work order & along with the representative of the Engineer -in- charge, visit the site. Since it is a maintenance work, quantities of any or all of the items may vary beyond +/- 25% with respect to tender quantities. Contractor shall execute the work in such case at the accepted tender rates only and he shall not claim any extra on account of such variation. The quantities in schedule “B” are tentative and are likely to increase or decrease beyond limit specified in clause 41 of tender agreement, for which no extra claim shall be entertained. Being a maintenance work related to road works, contractor shall take utmost care to attend the works urgently within 24 Hrs. in case of any emergency breakdowns.

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MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION

(A Government of Maharashtra Undertaking)

“Works Contract Act Under Maharashtra Value Added Tax Act 2002” 1) “The tendered rates shall be inclusive of all taxes, rates and cesses and shall also be inclusive of the tax leviable in respect of works contract under the provision of Maharashtra Value Added Tax Act, 2002. 2) The contractors who submit the tenders should necessarily be a Registered Dealer under the Maharashtra Value Added Tax Act. 2002. 3) The contractor shall submit the Registration Certificate as a Registered Dealer under the Maharashtra Value Added Tax act. 2002 at the time of submission of tenders or at the time of issuing the work order. 4) MIDC will deduct this tax at source at 2% (for registered dealer) & 4% (in any other case) of the value of work done as per Section 31 of Maharashtra Value Added Tax Act, 2002 & Notification No. VAT-1505/CR-123/Taxation-1 dt. 01/04/2005. TDS Certificate to this effect will be issued by MIDC.”

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REGISTRATION UNDER CONTRACT LABOUR ACT-1972

After submitting the tender, and if the work is awarded to contractor the

tenderer should note that he should produce the certified copy of registration in

prescribed form issued by Labour Commissioner under contract labour Act. 1972,

as an employer, as such as they are directly employing the workers for execution

of the contract works awarded to them by MIDC and comply with the provision of

the Act. After acceptance of tender by MIDC, the contractor has to give intimation

about work order and get this particular work registered within a period of 15 days

from the date of issue of work order, from Labour Commissioner under Contract.

Labour Act. 1972 failing which no permission will be granted to continue further

work under the agreement.

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PRICE VARIATION CLAUSE

If during the operative period of the contract as defined in condition (i) below, there shall be any variation in the Consumer Price Index (New Series) for Industrial workers for Mumbai Centre as per the Labour Gazette Published by the Commissioner of Labour, Government of Maharashtra and / or in the whole sale Price Index for all commodities prepared by the office of Economic Adviser, Ministry, of Industry, Government of India, or / in the prices / Petrol / Oil & Lubricants & major construction materials like bitumen, cement, steel, various types of metal pipes etc. then subject to the other conditions mentioned below, price adjustment on account of. Labour Component. Material Component. Petrol Oil and Lubricants Component. Bitumen Component. HYSD & Mild Steel Component. Cement Component. CI and DI pipes Component. Calculated as per the formula hereinafter appearing, shall be made. Apart from these, no other adjustments shall be made to the contract price for any reasons whatsoever. Component percentages as given below are as of the total cost of work put to tender. Total of Labour, Material & POL components shall be 100 and other components shall be as per actual. Labour Component – K1 (35%) Material Component – K2 (60%) POL Component – K3 (05%) Bitumen Component Actual HYSD & Mild Steel Component Actual Cement Component Actual CI and DI pipes Component Actual Note: - If Cement, Steel, Bitumen, CI & DI pipes are supplied on schedule ‘A’, then respective component shall not be considered. Also if particular component is not relevant same shall be deleted. 1) Formula for Labour Component: K1 X (L1-L0) V1 = 0.85 P ------------- 100x L0 Where = V1 Amount of price variation in rupees to be allowed Labour component.

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P Cost of work done during the quarter under consideration minus the cost of Cement, HYSD and Mild Steel, Bitumen, CI & DI pipes calculated at the basic star rates as applicable for the tender, consumed during the quarter under consideration (These star rates shall be specified here)

Star Rate

CEMENT : Rs.6200/- Per M.T. K1 Percentage of labour component as indicated above. L0 Basic consumer price index for ----- Centre as shall be average consumer price index for the quarter preceding the month in which the last date prescribed for receipt of tender fails. L1 Average consumer Price Index for ----------- Centre for the quarter under consideration. 2) Formula for Material Component: K2 (M1 - M0) V2 = 0.85 P --------------- 100x M0 Where = V2 Amount of price variation in rupees to be allowed for Material component. P Same as worked out for labour component. K2 Percentage of Materials Component as indicated above. M0 Basic wholesale price index shall be average wholesale price index for the quarter preceding the month in which to the last date prescribed for receipt of tender fails. M1 Average wholesale Price Index during the quarter under consideration. 3) Formula for Petrol, Oil & Lubricant Component: K3 (P1 - P0) V3 = 0.85 P X ------------- 100x 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. P1 Average, Price of H.S.D. at ----------- during the quarter preceding the month in which the last date prescribed for receipt of tender fails. P0 Average price of H.S.D. at ------- during the quarter under consideration. 4) Formula for Bitumen Component: V4 = OB (B1 - B0 )

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V4 Amount of price variation in rupees to be allowed for Bitumen component.

OB Quantity of Bitumen (Grade) in metric tonnes used in the

permanent works and approved enabling works during the quarter under consideration. B1 Current, average ex-refinery price per metric tonne of Bitumen (Grade ----) under consideration including taxes (octroi, excise sales tax) 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 ton including taxes (octroi, excise sales tax) of Bitumen for the grade of bitumen under consideration prevailing quarter preceding the month in which the last date prescribed for receipt of tender, fails. Whichever is higher. 5) Formula for HYSD and Mild Steel component: S0 (SI1 - SI0) V5 = ---------------- X T SL0 Where = V5 Amount of price variation in rupees to be allowed for HYSD / Mild Steel component. S0 Basic rate of HYSD / Mild Steel in rupees per metric tonne as considered for working out value of P. SL1 Average Steel Index as per RBI bulletin during the quarter under consideration. SL0 Average of Steel Index as per RBI Bulletin for the quarter preceding the month in which the last date prescribed for receipt of tender fails. T Tonnage of steel used in the permanent works for the quarter under consideration. 6) Formula for Cement Component Co (CI1 - CI0)

V6 = --------------- X T

CI0

Where, V6 Amount of price variation escalation in Rupees to be allowed for Cement component. C0 Basic rate of Cement in rupees per metric ton as considered for working out value of P. CI1 Average cement Index published in the RBI Bulletin for the quarter under consideration. CI0 Average of cement Index published in the RBI Bulletin for the quarter preceding the month in which the last date prescribed for receipt of tender, falls.

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T Tonnage of cement used in the permanent works for the quarter under consideration. 7) Formula for C.I. / D.I. Pipes Component V7 = Qd (D1 - D0)

Where, V7 Amount of price variation escalation in Rupees to be allowed for C.I. / D.I. Pipe component. D0 Pig Iron basic price in rupees per tonne considered for working out value of P. D1 Average Pig Iron price in rupees per tonne during the quarter under consideration (published by IISCO). Qd Tonnage of C.I. / D.I. pipes used in the works during the quarter under consideration. The following conditions shall prevail:- The operative period of the contract shall mean the period commencing from the date of the work order issued to the contractor and ending on the date on which the time allowed for the completion of the work specified in the contract for work expires, taking into consideration the extension of time if any, for completion of the work granted by the Engineer under the relevant clause of the conditions of contract in cases other than those where such extension is necessitated on account of default of the contractor. The decision of the Engineer as regards the operative period of the contract shall be final and binding on the contractor. Where any compensation for liquidated damaged is levied on the contractor on account of delay in completion or inadequate progress under the relevant contract provisions, the price adjustment amount for the balance work from the date of levy of such compensation shall be worked out by paging the indices L1, M1 C1, P1, B1, SI1, and CI1 to the levels corresponding to the date from which such compensation is levied. This price variation clause shall be applicable to contracts in B-1, B-2 and C forms but shall not apply for piece works. The price variation shall be determined during each quarter as per formula given above in this clause. The price variation under this clause shall not be payable for the extra items required to be executed during the completion of the work and also on the excess quantities of items payable under the provisions of Clause 41 of the contract from B1 respectively. Since the rates payable for extra item or the extra quantities under Clause 41 are to be fixed as per current DSR or as mutually agreed subject to yearly revision till completion of such work. In other works, when the completion / execution of extra items as well as extra quantities under Clause 41 of the contract from B1/B2 extend beyond the operative date of the DSR the rates payable for the same beyond the data shall be revised with reference to the

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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.

This clause is operative both ways, i.e. if the price variation as

calculated above is on the plus side, payment on account of the price variation

shall be allowed to the Contractor and if it is on the negative side, the Government

shall be entitled to recover the same from the Contractor and the amount shall be

deductible from any amounts due and payable under the contract.

To the extent that full compensation for any rise or fall in cost to the

Contractor is not entirely covered by the provision of this or other clauses in the

contract, the unit rate and prices included in the contract shall be deemed to

include amounts to cover the contingency of such other actual rise or fall in costs.

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CONDITION FOR ROYALTY

FOR METAL

“The road and building contractors must produce official receipts indicating from

which quarry / quarries the metal has been brought and they should see that the

metal / rubble is brought from officially permitted quarries only”

All the royalty charges are included in the unit rate. Rubble

obtained from authorize quarries shall only be accepted and payment for the

same will be released. If the royalty receipt is not submitted by the contractor a

suitable amount shall be kept in deposit as per the rates applicable by Govt. of

Maharashtra, during the course of execution & shall be released subjected to

production of slips.

FOR EMBANKMENT

The contractors will have to produce the official receipt for the materials brought.

The quarry / quarries must be authorized. All the payment of royalty to the

Government of Maharashtra, or to the owner of the quarry / quarries will have to

be made by the contractor and receipt thereof will have to be submitted to the

department. The unit rate includes all the royalty charges. If the royalty receipt is

not submitted by the contractor a suitable amount shall be kept in deposit as per

the rates applicable by Govt. of Maharashtra ,during the course of execution &

shall be released subjected to production of royalty slips./ certificate.

Note : -

1. In certain cases, contractor may bring material from authorized private

quarries. In such cases if authorized quarry owner produces the certificate on Rs.

100.00 stamp paper that they have supplied murum / metal for MIDC work for

which he has paid royalty to the Govt. Also the contractor should give the

commitment for paymenst of royalty on stamp paper of Rs. 100.00 duly certified

by the Notary or Taluka Magistrate stating that he will fully responsible for making

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royalty payments to the Govt. of Maharashtra and in any case, MIDC will not be

held responsible for any consequences, if arises. in such cases, the amount so

with held shall be refunded to the contractor.

2. Before offers are submitted, contractor is expected to examine the quarries,

it lead, quality of murum and metal to be made available from quarried for the

subject work, lead of crusher and accordingly quote the offers. If during execution

of work due to any reason, lead of quarry, crusher is changed or the murum /

metal do not find of required quality, no change in lead is payable due to charge of

quarries / crushers. To procure the material of required specification would be

responsibility of contractor at the accepted rate only.

3. The contractor must ensure that rubble / metal / murum for the work is

brought from official quarries permitted by Government. The contractor shall be

solely responsible for making all royalty payments. It will be legal responsibility of

the contractor to pay all required royalty, taxes, cess etc. to the Govt. of

Maharashtra as demanded by the revenue dept. the quantities of various material

use on the work will be communicated to the Govt.

4. The payment of embankment shall be made on compacted qty. Royalty slip

shall be submitted for quantities executed for embankment & murum for blindage.

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CONTRACT CONDITIONS 1. Metered water supply from MIDC water supply distribution line shall be made if available, to the contractor if possible and the water consumed shall be recovered at current water rate existing in MIDC Industrial Area (i.e. Rs. 15.00 per Cum.) or whichever is applicable time to time. In case the water meter goes out of order, or because of any other reason if unmetered water is made to the contractor, the recovery of the water consumed shall be made to the contractor at 2% cost of the cement consuming items or as per requirement of water. Water connection is to be taken by contractor by procuring connection material along with water meter at his cost. 2. Quality Audit: Quality audit of the work shall be done by the competent

authority when 80% work is completed. Contractor will have to comply the entire objections raised if any by the quality audit officer without any extra cost. 3. DEFECT LIABILITY PERIOD: There will be 06 month defect liability period for this work. During defect liability period the contractor shall maintain the work till the date of completion of defect liability period. 4. DEFECT LIABILITY DEPOSIT: Security deposit of 8% of the estimated cost or tendered cost whichever is higher shall be recovered from the contractor as under:- a) 3% initial Security Deposit in the form of D.D. / B.G. at the time of issue of work order. b) 5% to be recovered in cash through RA bills. The initial security deposit amount of 3% in the form of D.D. / B.G. will be released along with final bill. However remaining 5% recovered in cash through RA bills shall be released only after completion of work after obtaining NOC from concerned DE. Before releasing such security deposit, the Deputy Engineer, along with the contractor / representative of contractor should inspect the work and if the work is found to be satisfactory, then only 5% security deposit shall be released. The inspection shall be conducted by Deputy Engineer & contractor. The inspection schedule during the Defect liability period shall be communicated to contractor by the Executive Engineer after completion of work.

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If the contractor fails to commence the rectification work as recorded during the joint inspection within the period as specified above, the rectification work will be executed by the Corporation at the risk & cost of contractor For this purpose no separate notice will be issued to contractor. The amount of repairs to be recovered from contractor will be the actual cost of repairs + 15% ETP charges. The date of joint inspection shall be communicated to the contractor & observations shall be recorded. If the contractor fails to attend the joint inspection the observations of the Deputy Engineer as recorded will be binding on the contractor. If the defects are observed during the joint inspection the contractor shall rectify the same without waiting for instruction from Executive Engineer within 10 days from the date of joint inspection. 5) SCOPE OF THE DEFECT LIABILITY WILL BE AS UNDER.

The contractor shall be responsible for rectification of defects for a period of 6 months from the actual date of completion. This period of 6 months shall be known as defect liability period for free maintenance. Subsequent to the taking over of the site of work and after it has been in use its maintenance would be the responsibility of the contractor for 06 months. Any defect or failures in materials, workman ship and performance with the manner prescribed. To the intent that, the work shall as practicable free from fair wear and tear, the decision / opinion of the Engineer –in- charge, however as to the necessity of repairs shall be binding on the contractor, wherever found necessary. In any case of default on the part of the contractor. After period prescribed the employer shall be entitled to carry out the necessary repairs departmentally or through any other agency at the risk /cost of contractor. The decision of the engineer as the amount of expenses incurred in carrying out the repairs consequent thereon or incidental there to shall be final and binding on the contractor. The contractor shall forthwith on demand pay to MIDC the amount of such costs sustained or the engineer shall be entitled to deduct the same from any amount which may then be payable or which may thereafter become payable to the contractor either in respect of said work or any other work whatsoever or from the amount of security deposit retained or alternatively recovered as arrears of land revenue. All works refereed shall be executed by contractor at his cost if the necessity there of is in the opinion of Engineer in-charge is due to, a) Use of materials, plant and workmanship not in accordance with contract. b) Where the contractor is responsible for design and any fault in such design. c) The neglect or failure on the part of contractor to comply with any obligation, expressed or implied on the contractor part under contract.

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The contractor shall execute all such work of amendment, reconstruction and remedy defects or other such faults during the defects liability period or within 14 days after its expiration. The defect liability for the above work is for 24 months from the date of completion of work. During this period the contractor should maintain the work in good condition & the following defects will be observed. (Both is considered from the date of actual completion of the work) 6) SCOPE OF THE DEFECT LIABILITY.

Defect liability for said work is 06 months. During this period, following

defects shall be observed.

i) Any defect occurred due to bad workmanship. ii) Any defect occurred due to use of sub standard material.

iii) Cracks in pot holes iv) wearing out of treated surface.

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CLAUSE FOR RECOVERY OF LABOUR CESS

The Government of Maharashtra vide its decision dated

17/06/2010 has decided to recover the Labour cess on al l the

construction works undertaken by Government, Public sector

undertakings, Municipal Corporations, Municipal Councils, Gram

panchayats etc. The contractors are therefore requested to note that,

Labour cess at 1% of the cost of construction (excluding land cost)

arrived at after deduct ing amount of compensation if any paid to the

workers or their relat ives under workers compensation Act - 1923 will

be recovered from them. The recovery of labour cess at 1% shall be

made from the payment due for each bil l to be paid to the contractor '

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CLAUSE FOR REIMBURSEMENT OF TAXES / DUTIES

While submitting the tender, the contractor shall consider prevailing

taxes and duties on the date of submission. In case there is statutory increase in

the taxes / duties, the contractor shall submit documentary evidence for the

payment of the same. On verification of the documents, the reimbursement will be

made if there is increase. In case there is reduction in the statutory taxes, duties,

deduction will be effected. It may also be noted that, this clause is not applicable if

there is increase in the Octroi during execution of the work.

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Stamp duty on works Contract Tender Agreement As per the Bombay Stamp Act 1958.

Contractor shall have to pay the Stamp Duty charges calculated as per Article 63 of the Schedule I of the Bombay Stamp Act 1958. The present provisions of Article 63 are as below:

Works contract, that is to say a contract for works and labour or services involving transfer or property in goods (whether as goods or in some other form) in its execution and includes a sub-contract

a) Where the amount or value set forth in such contract does not exceed rupees ten lakh

One hundred

b) Where it exceeds rupees ten lakh

One hundred rupees plus one hundred rupees for every Rs.1,00,000/- or part thereof, above rupees ten lakh, subject to the maximum of Rs.5,00,000/-.

In view of the above provisions of Stamp Duty Act 1958, the Stamp Duty charges shall be calculated as per the above table and or as applicable from time to time . "The contractor whose offer will be accepted will called for execution of the agreement and shall only be liable to pay the stamp duty applicable thereon."

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ADDITIONAL CONTRACT CONDITIONS

1. The contractor shall engage an authorized full time experienced person on this work capable of engaging & guiding the work & understanding the specifications. He will take orders as will be given by the Executive Engineer or his representative & shall be responsible for carrying them out. This person shall not be changed without prior intimation to the Executive Engineer and his representative on the work site. 2. The contractor will take all the precautions during the execution of work, so as not to cause any damage to any property & shall be responsible to make it good at his cost as directed by the Executive Engineer. 3. All types of excavation activities should be carried out very carefully. Especially on this site various service lines, water supply mains of MIDC, electricity lines of MSEDCL, telephones lines from MTNL as well as optical fibre cable from Tata & Reliance etc are laid underground along the road and across the roads. Care should be taken while execution, not to damage any such lines. The contractor shall be responsible to make it good at his cost. Any mishap that may occur during excavation or during execution of work will be contractor's responsibility. No claims for additional cost on this account will be entertained by MIDC. 4. The contractor will have to obtain advance permission from the all the concerned authorities for cutting of trees obstructing this work make necessary arrangements as suggested by these authorities at no extra cost to MIDC. The compensation for delay if any for getting permission or any other claims towards this activity will not be entertained. The contractor shall therefore take this into account while quoting the tender. 5. The stacks of materials measured shall be simultaneously marked by the contractor by white lines as directed by Executive Engineer or his representative. 6. The contractor shall make diversions if necessary, at this own cost during the execution of work. Normally, unless specifically permitted for any particular portion, the contractor will not close the traffic totally on the road & should work in half strip at time wherever necessary. Regulating traffic properly by providing diversion control for single lane traffic, guards, traffic signs, red lights at night time etc. for smooth flow of traffic during construction shall be contractor's full responsibility. The contractor should maintain road in motorable condition during the period of execution at his own cost. No extra payment for such maintenance will be paid.

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7. The contractor will have to obtain permission from the traffic police dept. well in advance for closing down the road or part thereof or diversion of traffic fully or partly for the execution of this work, without any extra cost to MIDC. The work will have to be carried out in stages depending on the permission granted by traffic police dept. for closure of road or part thereof. The contractor should plan the execution accordingly. The compensation for delay on this account or any other claim will not be entertained by MIDC. The contractor should therefore consider this point while quoting for this tender.

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CEMENT VARIATION CLAUSE

The rates in Schedule are based on the above stated rate of cement consumption. The permissible variation in the cement consumption for cement concrete items shall be as per cement consumption statement given on next page. For rest of

the items, permissible variation should be ± 5% of figures given above. If the actual consumption on any work is beyond these limits, reduced rates shall be

paid for any item of work on which less cement has been used below limit of ± 5%. A penal recovery be made for excessive and wasteful use of cement, if

consumption goes beyond the limit of ± 5%. The rate of recoveries from the contractor should be at Rs.12000/- per tonne or the prevailing market rate on the date of completion of work, which ever is higher per tonne of cement saved by him or used in excess beyond the permissible ranges as stipulated above. It may be noted that when specifically ordered out to adopt richer mix than specified in the tender, the excess cement so consumed above the specified mix in the tender, the same will be issued free of cost. However for cement saved due to adoption of poorer mix when so specifically directed by the department, a reduced rate will be paid. For excess / less cement used on work as per cement variation clause the standard consumption for cement shall be as per table given above.

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STANDARD CEMENT CONSUMPTION

Item of Work Rate of Cement Consumption in bags.

Remarks

A] Cement Concrete (Nominal Mix)

Lower Limit

Upper Limit

1:5:10 (M-50) 2.60/m3 2.35 2.85

1:4:8 (M-75) 3.10/m3 2.8 3.4

1:3:6 (M-100) 4.10/m3 3.8 4.4

1:2:4 (M-150) 6.20/m3 5.9 6.5

1:1½:3 (M-200) 8.20/m3 7.9 8.5

1: 1: 2 (M-250) 8.70/m3 8.4 9

B] Cement Concrete (Design Mix) Minimum cement consumption for Design Mix

M-150 5.80/m3 The greater value of either the minimum cement content specified or cement consumption as per design mix will prevail during execution of work.

M-200 6.60/m3

M-250 6.60/m3

M-300 7.00/m3

M-350 7.50m3

M-400 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 without pointing 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

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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

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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 / Kaddapa Chequred tiles / plain cement tiles / marble / mosaic / granite CM 1:4 bed and 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] Guniting CM 1:3

25 MM 0.28/m2

40 MM 0.45/m2

50 MM 0.55/m2

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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

Note:- For additional item, if any cement consumption shall be as per “ Standard Cement Consumption “ chart of M.I.D.C.

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INSURANCE OF CONTRACT WORK

Contractor will take out necessary Insurance Policy / Policies so as to provide adequate insurance cover for execution of the awarded contract work for total contract value and complete contract period from the “The Directorate of Insurance, Maharashtra State, Mumbai” only. Its postal address for correspondence is “264, MHADA, First Floor, Opp. Kalanagar, Bandra (East) Mumbai-400 051” (Tel. No. 022-26590690, 26590746 & Fax. No. 022-26592461). Similarly, all workmen appointed to complete the contract work are required to be insured under workmen’s compensation Insurance Policy. Insurance Policy / Policies taken out from any other company will not be accepted. If any contractors have effected insurance with any Insurance Company, the same will not be accepted and the amount of premium calculated by the Directorate of Insurance will be recovered directly from the amount payable to the Contractor for the executed contract work.

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CLAUSE FOR RECOVERY OF ADDITONAL SECURITY DEPOSIT A) Clause for Recovery of Additional Security Deposit in case tenders ACCEPTED more than 15% below The tenderer shal l note that, in case the tender is quoted and accepted more than 15% below then the addit ional security deposit shall be recovered in the form of cash at the t ime of execution of agreement The recovery of addit ional security deposit shall be as . detailed below:

Sr. No

Offer received below Additional security deposit to be recovered

1) For offer between 15.01% Up to 20% below

1% of estimated cost.

2) For offer between 20.01% Up to 25% below

2% of estimated cost

3) For offer more than 25.01% below

3% of estimated cost

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

I t shall also be noted that security deposit for the quantit ies exceeding 125% of tendered quantit ies and/or EIRL shall also be deducted at the % to be recovered through bi lls (i .e. in cash) as mentioned in the tender text. C) Refund of above Security deposit: The security deposit so recovered in above events shall be refunded after sat isfactory complet ion of defect l iabi l ity period.

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UNDERTAKING IN FORMAT FROM CONTRACTOR

I / We hereby declare that in the formation of our company, either by way of partnership or consultant, no ex-employees has been on the enrollment of the Company. It is further to certify that the ex-employee of the MIDC, who has joined the Company, has completed 2 years from the date of retirement form MIDC. Date: Signature of Contractor Place:

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B-1 TENDER FORM

DETAILS OF THE WORK Name of work : - Nagpur (Butibori) Industrial Area.


Estimated Cost Rs. 8,21,162/- Demand Draft in favour of Executive Engineer, MIDC Division, No. I, Nagpur on any Nationalized or Schedule Bank towards payment of earnest money should be attached to the tender at the time of submission. No other mode of payment except by demand draft towards earnest money, shall be accepted

Earnest Money

Rs. 8,250/-

1. Initial Security Deposit in the form of Pay order / D.D. / B.G.: - 3% of tender cost or estimated cost whichever is higher

2. Security Deposit from the bills: - 5% of tender cost or estimated cost whichever is higher

Period 04 (Four) months including monsoon from the date of written order for commence the work. Compensation for non-completion of work in time or slow progress of work, Rs. 500/- per day or more upto 1 percent of the value of the work at estimated cost per day will be levied.

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1. DIRECTION TO TENDERERS FOR FILLING TENDER The tender will duly sign and complete the printed form. Every page of the tender and contact document including specification etc. will be signed by the tenders in the bottom. The tenderer should quote the percentage in words and figures. If the percentage quoted in words differs from the percentage quoted in figures, the lower of the two will be taken as correct percentage. The tenderer should carefully note the unit for each Item No change in this unit is to be made. In case of any doubt the intending tenderer should refer the matter to the Executive Engineer and get necessary clarification, well in advance so as to submit the tender on due date & time. In case of any doubts regarding any clause in the tender documents, the same should be got clarified from the Executive Engineer, well in advance so as to submit the tender on due date & time. E.M.D. in form of pay order / D.D. of any nationalized or scheduled bank at Nagpur in the name of Executive Engineer, MIDC, Division No. I, Nagpur shall only be accepted.

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SPECIAL GENERAL SPECIFICATION AND ADDITIONAL CONTRACT CONDITIONS COMMON CONDITIONS Extra charges for any item of work shall not be allowed unless the work to which it relates is clearly without the spirit and meaning of the specification or unless such works are ordered in writing by the Engineer-in-charge and are claimed for in the specification manner before the work is taken up in hand. The contractors shall, at his own expenses make all necessary provisions for housing, water supply and sanitary arrangements for his employees and shall pay direct to the authorities concerned all cesses, taxes, royalties and other charges. The contractor shall also comply with all the requirements of the health Department of the concerned Municipality. MATERIALS

Unless otherwise specifically provided for either in the item or in the specification or in the Schedule ‘A’ for supply of materials by the Department, all items in the tender are inclusive of the cost of all material required for the execution of the item and such of the material as are not stipulated to be supplied by the contractor of the approved type and made. All the materials used in the work shall be of the quality as per samples got previously approved and any material rejected shall be removed by the contractor from the site of work within 24 hours, failing which at the same will be removed by the department at the contractor’s cost. WORKS Any item not covered in the Schedule ‘B’ of this tender but required to be executed shall be carried out by the contractor at the schedule of rates or the rates approved by the competent authority if the item is not included in the schedule of rates. The lining out of all works be marked by the contractor on site with permanent pillars as directed. The necessary levels will be given by the Department. The contractor must however, provide the necessary labour and materials for making out the ground and keeping all the reference levels and lining pegs sealed in cement concrete and execute the works in accordance with those levels for which the contractor will be responsible throughout the period of construction. The few bench mark pillars to be connected with Departmental bench marks will be constructed by the contractor at the site of works as directed for reference of various levels in connection with work.

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CARTING The contractor shall provide his own mode of conveyance for carrying pipes, special and other sundry materials required by the execution of the works. The contractor shall provide diversion to the affected existing road, if required, as directed by the Engineer-in-charge at his own cost. TIME LIMIT The time limit for the completion of the work shall be 04 (Four) months from the date mentioned in the work order inclusive of monsoon. GENERAL The contractor shall be deemed to be thoroughly conversant with the local condition such as the availability of all construction materials, skilled and unskilled labour and to have based his rates accordingly for this work. He shall be deemed to have carefully studied all the specifications and drawing and followed them before the submission of his tender. In case of any discrepancy between the working drawing on one hand and the wording of the corresponding item and specification thereof as per the contract, the letter will deciding for the purpose of actual execution of items. However, the Executive Engineer’s decision should be obtained in the matter before hand. For a composite item any higher specification are to be adopted for any component than specified in the item and specification thereof extra rate will be payable. No major deviations involving substantial extra outlay will be made without the prior approval of the Superintending Engineer. A work order book will be maintained by Department on site and / or in the office of the Division and Sub-Division under it. The contractor will sign all instructions issued by Executive Engineer / his representative / his superior officers and comply with them. For this purpose, the contractor or his authorized representative shall attend the site / or said office daily for receiving instructions. The contractor shall provide all labours and materials free of charge required for the works included in this tender. He will have to provide as decided by the Executive Engineer as are considered necessary for the purpose and systematic execution of the work. Order issued by department from time to time regarding the conduct of the work shall be binding to the contractor. The contractor should make his own arrangement of water supply for construction purpose. It will be contractor’s responsibility to inspect and investigate the work sites thoroughly so as to arrive at the rates quoted in the tender. In this regard

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necessary information available with department will be given to him without any guarantee about its full proofness. Contractor has to clear road land width / plot which include cutting trees less than 30 cum in girth cleaning brush wood, loose stones, vegetation, bushes, stumps and mole hills without any extra cost. The contractor shall engage an authorized all time agent on this work capable of engaging & guiding the work & understanding the specifications. He will take orders as will be issued by the Executive Engineer or his authorized representatives & shall be responsible for carrying out the work. This agent shall not be changed without prior intimation to the Executive Engineer & his representative on the work site. The contractor will take all precautions during the execution of work so as not to cause any damage to any property and shall be responsible to make good any damaged property as directed by the Executive Engineer.

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NOTICE TO CONTRACTORS

Sealed percentage tenders are invited in B-1 tender form from registered contractors, class as shown below. For the work as noted below and will be received in sealed covers addressed to “ 1) Additional Chief Engineer, MIDC, Udyog Bhavan, Nagpur. (2) Superintending Engineer, MIDC, Udyog Bhavan, Nagpur. (3) Executive Engineer, MIDC, Dn. No. I, Plot No. X-50, Hingna, Nagpur. ”. duly super scribed with the name of the work, by the undersigned in this on the date and time as noted below, and will opened on the same day, if possible. An amount as noted below on account of earnest money should be paid in any Nationalized Bank or Scheduled Bank by a Demand Draft / Pay Order in favour of the Executive Engineer, MIDC Dn., and No. I, Nagpur. The Demand Draft should accompany with the tender without which, no tender shall be considered. The amount of earnest money will be forfeited in case, after the acceptance of the tender, the contractor refused to pay the security deposit as noted below, within the specified time limit. Otherwise it will be refunded. The work is to be completed within the stipulated time as noted below. Name of work : - Nagpur (Butibori) Industrial Area


Estimated Cost : - Rs. 8,21,162/- INITIAL SECURITY DEPOSIT :

3% on tender cost or estimated cost whichever is higher in the form of DD/B.G. or Nationalized Bank or Scheduled Bank only. BALANCE S.D. : 5% through bills on tender cost or estimated cost whichever is higher. Time Limit 04 ( Four) Months (Including monsoon) Cost of Blank Tender Form Rs.1000/- (non refundable) Blank Tender Forms available between 29/04 /2013 to 13/05/2013 on Website. Last Date of receiving tender 21/05 /2013 at 11.00 Hrs. Date of opening the tender 21/05 /2013 at 12.30 Hrs.

. (If possible)

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Class of Registration of the contractors VII & above Class Registered with PWD to whom the tender is open. Every page of the tender documents including specifications etc. shall be signed by the tenderer. Every correction, deletion or addition and every slip pasted shall be signed by the tenderer. The tenderers shall be bound to keep open their offers upto 180 days from the date of opening of the tenders and thereafter till the receipt of rejection letter from contractor. The acceptance of the tender rests with competent authority which does not bind itself accept the lowest tender and reserves the right to reject any or all the tenders without assigning any reason thereof. The notes and conditions stipulated in this notice and elsewhere in the tender shall form the part of the agreement.

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Percentage Rate Tender and Contract for Works

GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS All works proposed to be executed by contract shall be notified in a form of invitation to tender pasted on a board hung up in the office of the Executive Engineer and signed by the Executive Engineer. This form will state the work to be carried out, as well as the date for submitting and opening of tenders, and the time allowed for carrying out the work; also the amount of earnest money to be deposited with the tender and the amount of the security deposit to be deposited by the successful tenderer and the percentage, if any, to be deducted from bills. It will also state whether a refund; quarry less; royalties; octroi; dues and ground rents will be granted. Copies of the specifications, designs and drawings and estimated rates, scheduled rates and any other documents required in connection with the work shall be signed by the Executive Engineer for the purpose of identification and shall also be open for inspection by contractors at the office of the Executive Engineer during office hours. Where the works are proposed to be executed to the specification recommended by a contractor and approved by a competent authority on behalf of the Maharashtra Industrial Development Corporation such specification with designs and drawings shall form part of the accepted tender. In the event of the tender being submitted by a firm, it must be signed separately by each partner thereof, or in the event of the absence of any partner, it shall be signed on his behalf by a person holding a power of attorney authorizing him to do so. Receipts for payments made on account of any work, when executed by a firm, shall also be signed by all the partners except where the contractors are described in their tender as a firm, in which case the receipt shall be signed in the name of firm by one of the partners or by some other person having authority to give effectual receipts for the firm. Any person who submits a tender shall fill up the usual printed form, stating at what percentage above or below the rates specified in Schedule B (memorandum showing items of work to be carried out) he is willing to undertake the work. Only one rate or such percentage on all the Estimated Rates / Schedule Rates shall be named. Tenders, which propose any alteration in the work specified in the said form of invitation to tender, or in the time allowed for carrying out the work, or which contain any other conditions, will be liable to rejection. No printed form of tender shall include a tender for more than one work, but if contractors wish to tender for two or more work they shall submit a separate tender for such. Tenders

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shall have the name and number of the work to which they refer written outside the envelope. The Superintending Engineer or his duly authorized 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 the amounts of the several tenders in comparative statement in a suitable form. In the event of a tender being accepted, the contractor shall, for the purposes of identification, sign copies of the specifications and other documents mentioned in Rule 1. In the event of a tender being rejected the Divisional Officer shall authorize the Bank concerned to refund the amount of the earnest money deposited to the contractor making the tender, on his giving a receipt for the return of the money. The officer competent to dispose of the tenders shall have the right of rejecting all tenders or any one of the tender. No receipt for any payment alleged to have been made by a contractor in regard to any matter relating to this tender or the contract shall be valid and binding on Maharashtra Industrial Development Corporation unless it is signed by the Executive Engineer. The memorandum of work to be tendered for and the scheduled of materials to be supplied by the Maharashtra Industrial Development Corporation and their rates shall be filled in and completed by the office of the Executive Engineer before the tender form is issued. If a form issued to an intending tenderer has not been so filled in and completed, he shall request the said office to have this done before he completes and delivers his tender. All works shall be measured met by standard measures and according to the rules and customs of the Maharashtra Industrial Development Corporation without reference to any local custom. Under no circumstances shall any contractor be entitled to claim enhanced rates for any items in this contract. All corrections and additions or pasted slips should be initiated. The measurements of work will be taken according to the usual method in use in the Maharashtra Industrial Development Corporation and no proposals to adopt alternative methods will be accepted. The Executive Engineer’s decision as what is “the usual method in use in the Maharashtra Industrial Development Corporation” will be final.

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TENDER FOR WORKS

MEMORANDUM

General Description A) Estimated cost Rs. 8,21,162/-

B) Earnest Money Rs. 8,250/-

C) Security Deposit 8% of tender cost or estimated cost whichever is higher as under To be paid in DD / Pay order/Bank Guarantee 3% while executing the agreement To be deducted from current bills 5% at the rate of 8 percent on bill amount

Rs. Rs.

E) Compensation for non completion of work in time or slow progress on work for every day the work remains incomplete or for every day the work is carried out at disproportionately slow rate.

Rs. 500/- (Rs. Five Hundred only) per day or more upto 1 percent of the estimated value of work

F) Percentage, if any to be deducted from bills so as to make up the total amount required as security deposit by the cost is done 8 (Eight) percent.

G) Time allowed for the work from date of written order to commence ( 04 months) (Including Monsoon)

I / We hereby tender for the execution of above stated work for

Maharashtra Industrial Development Corporation (hereinbefore and hereinafter

referred to as MIDC) at following rates.

(In Figures) ________________________ Percent Above / Below (In Words) _________________________ Percent Above / Below The estimated rates entered in Schedule B (memorandum showing items of work

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

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

hereinafter included in these documents and agree that when materials are

provided by the Maharashtra Industrial Development Corporation, such materials

and the rates to be paid for them shall be as provided in Schedule A hereto.

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

terms and conditions of contract annexed hereto and in default thereof to forfeit

and pay to Maharashtra Industrial Development Corporation the sums of money

mentioned in the said conditions.

Contractor’s Signature Ex. Engineer, MIDC, Dn. No. I, Nagpur Demand Draft No. __________________ Dated ________________ from the Bank _________________________________________ in respect of the sum of Rs. (in figures) __________________ (in words __________________________________________________ is herewith forwarded representing the earnest money, full value of which is to be absolutely forfeited to Maharashtra Industrial Development Corporation should I/We do not deposit the full amount of security deposit specified in the above memorandum, in accordance with clause 1 (A) of the contact conditions; otherwise the said earnest money shall be refunded to us. Signature of the Witness Signature of the Contractor Address: Address: Occupation: Date: Date: The above tender is hereby accepted by me on behalf of the Maharashtra Industrial Development Corporation, at the rate ___________ % above / Below to the estimated rates. Place: Date: Ex. Engineer,

MIDC, Dn. No. I, Nagpur

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CONDITIONS OF CONTACT CLAUSE 1:- SECURITY DEPOSIT The person / persons whose tender may be accepted (hereinafter called the contractor, which expression shall unless excluded by or repugnant to the content include his heirs, executors, administrators, land assigns) shall (A) within 10 days (which may be extended by the Superintending Engineer concerned thinks fit to do so) of the receipt by him of the notification of the acceptance of his tender, deposit with the Executive Engineer in Cash or DD / Pay Order / B.G. in the name of the Executive Engineer, MIDC Dn., No. I, Nagpur of sum sufficient to make up the full security deposit specified in the tender or (B) (permit Maharashtra Industrial Development Corporation at the time of making any payment to him for work done under the contract and deduct such sum, at the rate of Eight percent of all moneys so payable, such deductions to be held by MIDC by way of security deposits provided always that in the event of the contractor depositing a lump sum by way of security deposit as contemplated at (A) above, then and in such case, if the sum so deposited shall not above Eight percent of the total estimated cost of the work, it shall be lawful for MIDC at the time of making any payment to the contractor for work done under the contract to make up the full amount of four percent by deducting a sufficient sum from every such payment at last aforesaid until the full amount of the security deposit is made up. All compensation or other sums of money payable by the contractor to MIDC under the terms of this contract may be deducted from or paid by the sale of sufficient part of the security deposit or from the interest arising there from or from any sums which may be due or may become due by MIDC to the contractor under any other contract or transaction of any nature on any account whatsoever and in the event of his security deposit being reduced by reason of any such deduction or sale as aforesaid, the contractor shall within ten days thereafter, make good in cash or Government securities endorsed as aforesaid any sum or sums which may have been deducted from or raised by sale of his security deposit referred to, when paid in cash may, at the cost of the depositor, be converted into interest bearing securities provided that the depositor has expressly desired this writing. If the amount of the security deposit to be paid in a lump sum within the period specified at (A) above is not paid the tender/contract already accepted shall be considered as cancelled and legal steps taken against the contractor for recovery of the amounts. The amount of 3% initial security deposit lodged by a contractor shall be refunded along with the payment of the final bill. The amount of 5% security deposit retained by the MIDC shall be released after expiry of period up to which the contractor has agreed to maintain the work in good order is over as per separate clause of defect liability period. In the event of the contractor failing or neglecting to complete rectification work within the period up to which the contract has agreed to maintain the work in good order, then subject to provisions of clauses 16 and 19 hereof the amount of security deposit retained by MIDC shall be adjusted towards the excess cost incurred by the department on rectification work.

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CLAUSE 2: COMPENSATION FOR DELAY OR SLOW PROGRESS OF WORK The time allowed as per the work programme and entered in the tender for carrying out the work shall be strictly observed by the contractor and shall be reckoned from the date on which the order to commence work is given to the contractor. The work shall throughout the stipulated period of the contract be proceeded with, all due diligence (time being deemed to be of the essence of the contract on the part of the contractor). In the event of the contractor failing to comply with this condition, he shall be liable to pay as compensation an amount of Rs. 500/- per day or such amount upto 1 percent as the Superintending Engineer (Whose decision in writing shall be final) may decide of the amount of the estimated cost of the whole work as shown by the tender for every day that the work remains un commenced, or unfinished, after the proper dates. And further to ensure good progress during the Executive of the work, the contractor shall be bounds in all cases in which the time allowed for any work exceed one month to complete. 25 percent of the work in 25 percent of the time 50 percent of the work in 50 percent of the time 75 percent of the work in 75 percent of the time And abide by the programme of detailed progress dare down by the Executive Engineer. In the event of the contractor or failing to comply with this condition he shall be liable to pay as compensation an amount of Rs. 500/- per day or such amount up to 1 percent as the Superintending Engineer (Whose decision in writing shall be final) may decide of the said estimated cost of the whole work for every day that the due quantity of work remains incomplete. Provided always that, the total amount of compensation to be paid under the provisions of this clause shall not exceed 10 percent to the estimated cost of the work as shown in the tender. CLAUSE 3 :- In any case in which under any clause or clauses of this contract, the contractor shall have rendered himself liable to pay compensation amounting to the whole of this security deposit (whether paid in one sum or deducted by installments) or in case of the abandonment of the work owing to serious illness or death of the contractor or any other cause, the Executive Engineer on behalf of the Maharashtra Industrial Development Corporation shall have power to adopt any of the following courses, as he may think suited to the interests of MIDC :- Action when whole of security deposit is forfeited To rescind the contract (of which rescission notice in writing to the contractor under the hand of the Executive Engineer shall be conclusive evidence) and in that case the security deposit of the contractor shall stand forfeited and be absolutely at the disposal of MIDC. To carry out the work or any part of the work departmentally debiting the contractor with the cost of the work expenditure incurred in the tool and plant, and

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charges on additional supervisory staff including the cost of work charged establishment employed for getting the unexecuted part of the work completed and crediting him with the value of the work done departmentally in all respects in the same manner and at the same rates as if it had been carried out by the contractor under the terms of his contract. The certificate of Executive Engineer, as to the cost and other allied expenses so incurred and as to the value of the work so done departmentally shall be final and conclusive against the contractor. To order that the work of the contractor be measured up and to take such part thereof as shall be unexecuted out of his hands and to give it to another contractor to complete in which case all expenses incurred on advertisement for fixing a new contracting agency additional supervisory staff including the cost of work charged establishment and cost of the work executed by the new contract agency will be debited to the contractor and the value of the work executed by the new contract agency will be debited to the contractor and the value of the work done or executed through the new contractor shall be credited to the contractor in all respects and in the same manner and at the same rates as if it had been carried out by the contractor under the terms of his contract. The certificate of the Executive Engineer as to all the cost of the work and other expenses incurred as aforesaid for or in getting the unexecuted work done by the new contract and as to the value of the work so done shall be final and conclusive against contractor. In case the contract shall be rescinded under clause (a) above, the contractor shall not be entitled to recover or be paid any sum for work therefore, actually performed by him under this contract unless and until the Executive Engineer shall have certified in writing the performance of such work and the amount payable to him in respect thereof and he shall only be entitled to be paid the amount so certified. In the event of either of the courses referred to in clauses (b) and (c) being adopted and the cost of the work executed departmentally or through a new contractor and other allied expenses exceeding the value of such work credited to the contractors, the amount of excess shall be deducted from any money due to the contractor by Maharashtra Industrial Development Corporation under the contract or otherwise whatsoever or from his security deposit or the sale proceed thereof provided. If however the contractor shall have no claim against MIDC even if certified value of the work done departmentally or though a new / contractor, exceeds the certified cost of such work and allied expenses, provided always that whichever of the three courses mentioned in clause (a), (b) or (c) is adopted by the Executive Engineer the contractor shall have no claim to compensation for any loss sustained by him by reason of his having purchased or procured any materials, or entered into any engagements or made any advances on account of or with a view to the execution of the work or the performance of the contract. CLAUSE 4: - ACTION WHEN THE PROGRESS OF ANY PARTICULAR PORTIONS OF THE WORK UNSATISFACTORY If the progress of any particular portion of the work is unsatisfactory the Executive Engineer shall not withstanding 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

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contractor will have no claim for compensation for any loss sustained by him owing to such action. CLAUSE 5: - CONTRACTOR REMAINS LIABLE TO PAY COMPENSATION IF ACTION NOT TAKEN UNDER CLAUSES 3 & 4. POWER TO TAKE POSSESSION OF OR REQUIRE REMOVAL OF OR SELL CONTRACTOR’S PLANT, MACHINERY ETC. In any case in which any of the powers confirmed upon the Executive Engineer by clauses 3 and 4 hereof shall have become exercisable and the same shall not have been exercised, the non exercise thereof shall not constitute a waiver of any of the conditions hereof and such powers shall not withstanding be exercisable in the event of any future case of default by the contractor for which under any clause or clauses hereof he is declared liable to pay compensation amounting to the whole of his security deposit and the liability of the contractor for past and future compensation shall remain unaffected. In the event of the Executive Engineer taking future compensation shall remain unaffected. In the event of the Executive Engineer taking action under sub-clause (a) or (c) of clause 3, he may, if he so desires, take possession of all or any tools, plant materials and stores, in or upon the works or the site thereof or belonging to the contractor or procured by him and intended to be used for the execution of the work or any part thereof, paying or allowing for the same in account at the contract rates or in the case of contract rates not being applicable at current market rates, to be certified by the Executive Engineer whose certificate thereof shall be final. In the alternative the Executive Engineer may after giving notice in writing to the contractor or his clerk of the works, foreman or other authorized agent, require him to remove such tools plant, materials or stores from the premises within a time to be specified in such notice and in the event of the contractor failing to comply with any such requisition, the Executive Engineer may remove them at the contractor’s expense or sell them by auction or private sale on account of the contractor and at his risk in all respects and the certificate of the Executive Engineer as to the expense of any such removal and the amount of the proceeds and expense of any such sale shall be final and conclusive against the contractor. CLAUSE 6:- EXTENSION OF TIME If the contractor shall desire an extension of the time for completion of the work on the ground of his having been unavoidably hindered in its execution or on any other ground, he shall apply in writing to the Executive Engineer before the expiration of the period stipulated in the tender or before the expiration of 30 days from the date on which he was hindered as aforesaid or on which the case for asking for extension occurred, which is earlier. CLAUSE 7:- FINAL CERTIFICATE On completion of the work, the contractor shall be furnished with a certificate by the Executive Engineer (hereinafter called the Engineer-in-charge) of such completion but no such certificate shall be given nor shall the work be considered to be complete until the contractor shall have removed from the premises on which the work shall have been executed all scaffolding, surplus materials and rubbish, and shall have cleaned off the dirt from all woodwork, doors, windows,

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walls, floor or other parts of any buildings in or upon which the work has been executed or of which he may have land possession for the purpose of execut5ing the work, not until the works shall have been measured by the Engineer-in-charge or where the measurements have been taken by his subordinates until they have received the approval of the Engineer-in-charge, the said measurements being binding and conclusive against the contractor. If the contractor shall fail to comply with the requirements of this clause as to the removal of scaffolding surplus materials and rubbish and cleaning off dirt on or before the date fixed for the completion of the work, the Engineer-in-charge may at the expense of the contractor remove such scaffolding, surplus materials and rubbish and dispose of the same as he thinks fit and clean off such dirt as aforesaid and the contractor shall forthwith pay the amount of all expenses so incurred but shall have no claim in respect of any such scaffolding or surplus materials as aforesaid except for any sum actually realized by the sale thereof. CLAUSE 8:- PAYMENT ON INTERMEDIATE CERTIFICATES TO BE REGARDED AS ADVANCES No payment shall be made for any work, estimated to cost less than rupees one thousand till after the whole of the work shall have been completed and a certificate of completion given. But in the case of works estimated to cost more than rupees one thousand, the contractor shall on submitting a monthly bill thereof be entitled to receive payment proportionate to the part of the work the approved and passing of the sum of payable shall be final and conclusive against the contractor. All such intermediate payments shall be regarded as payments by way of advance against the final payments only and not as payments for work actually done and completed and shall not preclude the Engineer-in-charge from requiring any bad, unsound, imperfect for unskillful work to be removed or taken away and reconstructed or re-erected nor shall any such payment be considered as an admission of the date performance of the contract or any part thereof in any respect or the accruing of any claim nor shall if conclude determine or affect in any other way the powers of the Engineer-in-charge as to the final settlement and adjustment of the accounts or otherwise or in any other way vary or affect the contract. The final bill shall be submitted by the contractor within one month of the date fixed for the completion of the work; otherwise, the Engineer-in-charge’s certificate of the measurements and of the total amount payable for the work shall be final and binding on all parties. CLAUSE 9:- PAYMENT AT REDUCED RATES ON ACCOUNT OF ITEMS OF WORK NOT ACCEPTED AS COMPLETED TO BE AT THE DESECRATION OF THE ENGINEER-IN-CHARGE The rates for several items of work estimated to cost more than Rs. 1,000/- agreed to within shall be valid only when the item concerned is accepted as having been completed fully in accordance with the sanctioned specifications. In case where the items of work are not accepted as so completed the Engineer-in-charge may make payment on account of such items at such reduced rates as he may consider reasonable in the preparation on final or on accounts bills.

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CLAUSE 10:- BILLS TO BE SUBMITTED MONTHLY A bill shall be submitted by the contractor each month on or before the date fixed by the Engineer-in-charge for all work executed in the previous month and the Engineer-in-charge shall take or cause to be taken the requisite measurement for the purpose of having the same verified and the claim, so far as it is admissible, shall be adjusted, if possible, within ten days from the presentation of the bill. If the contractor does not submit the bill within the time fixed as aforesaid, the Engineer-in-charge may depute a subordinate to measure up the said work in the presence of the contractor or his duly authorized agent whose countersignature to the measurement list shall be sufficient warrant and the Engineer-in-charge may prepare a bill from such list which shall be binding on the contractor in all respects. CLAUSE 11:- BILL TO BE ON PRINTED FORMS The contractor shall submit all bills on the printed forms to be had on application at the office of the Engineer-in-charge. The charges to be made in the bills shall always be entered at the rates specified in the tender or in the case of any extra work ordered in pursuance of these conditions and not mentioned or provided for in the tender at the rate herein after provided for such work. CLAUSE 12:- STORES SUPPLIED BY MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION If the specification or estimate of the work provides for the use of any special description of materials to be supplied from the stores of the Maharashtra Industrial Development Corporation or if it is required that the contractor shall use certain stores to be provided by the Engineer-in-charge (such material and stores and the prices to be charged therefore as hereinafter mentioned being so far as practicable for the convenience of the contractor but not so as in any way to control the meaning or effect of this contract specified in the schedule or memorandum hereto annexed) the contractor shall be supplied with such materials and stores as may be required from time to time to be used by him for the purposes of the contract only and the value of the full quantity of the materials and stores so supplied shall be set off or deducted from any sums then due or thereafter to become due to the contractor under the contract or otherwise or from the security deposit or the proceeds of sale thereof of the security deposit is held in Government securities, the same of a sufficient portion thereof shall in that case be sold for the purpose. All materials supplied to the contractor shall remain the absolute properly or Maharashtra Industrial Development Corporation and shall on no account be removed from the site of the work and shall at all times be open to inspection by the Engineer-in-charge. Any such materials unused and in perfectly good condition at the time of completion or determination of the contract shall be returned to the Maharashtra Industrial Development Corporation, store, if the Engineer-in-charge so required by a notice in writing given under his hand, but the contractor shall not be entitled to return any such materials except with consent of the Engineer-in-charge and he shall have no claim for compensation on account of any such material supplied to him as aforesaid but remaining unused by him or for any wastage in or damage to any such materials.

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CLAUSE 13: WORKS TO BE EXECUTED IN ACCORDANCE WITH SPECIFICATIONS, DRAWING, and ORDERS ETC. The contractor shall execute the whole and every part of the work in most substantial and workman like manner both as regards materials and in every other respect in strict accordance with specification. The contractor shall also conform exactly, fully and faithfully to the designs and drawing and instructions in writing relating to the work signed by the Executive Engineer-in-charge and lodged in the office to which the contractor shall be entitled to have access for the purpose of inspection at such office or on the site of work during the office hours. The contractors will be entitled to receive 3 sets of contract drawings and working drawings as well as one certified copy of the accepted tender along with the work order free of cost. Further copies of the contract drawings and working drawings if required by him shall be supplied at the rate of Rs. 50/- per set of contract drawings and Rs. 25/- per working drawings except where otherwise specified. CLAUSE 14:- ALTERATIONS IN SPECIFICATION AND DESIGNS NOT TO INVALIDATE CONTRACTS The Engineer-in-charge shall have power to make any alterations in or addition to the original specifications, drawing, designs and instructions that may appear him to be necessary or advisable during the progress of the work and the contractor shall be bound to carry out the work in accordance with any instructions in this connection which may be given to him in writing signed by the Engineer-in0charge and such alteration shall not invalidate the contract and any additional work which the contractor may be directed to do in the manner above specified as part of the work shall be carried out by the contractor on the same conditions in all respects on which he agreed to do the main work and at the same rates as are specified in the tender for the main work. Rates for works not entered in estimate, for schedule of rates of the district And if the additional and altered work includes any class of work for which no rate is specified in this contract other such class of work shall be carried out at the rates entered in the schedule of rate of the Division or at the rates mutually agreed upon between the Engineer-in-charge and the contractor, whichever are lower. If the additional or altered work for which no rate in entered in the schedule of rates of the division is ordered to be carried out before the rates are agreed upon them, the contractor shall within seven days of the date of receipt by him of the order to carry out the work, inform the Engineer-in-charge of the rate which it is his intention to charge for such class of work and if the Engineer-in-charge of the rate which it is his intention to charge for such class of work and if the Engineer-in-charge does not agree to this rate he shall be notice in writing be at liberty to cancel his order total carry out such class of work and arrange to carry it out in such manner as he may consider advisable provided always that if the contractor shall commence work or incur any expenditure in regard, thereto before the rates shall have been determined as lastly hereinbefore mentioned, then in such cash he shall only be entitled to be paid in respect of the work carried out or expenditure incurred by him prior to the date of the determination of the rate as

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aforesaid according to such rate or rates as shall be fixed by the Engineer-in-charge. In the event of a dispute, the decision of the Superintending Engineer of the circle will be final. Where, however, the work is to be executed according to the designs, drawing and specifications recommended by the contractor and accepted by the competent authority the alterations above referred to shall be within the scope of such designs, drawing and specifications appended to the tender. Extension of time in consequence of additions or alterations The time limit for the completion of the work shall be extended in the proportion that the increase in its cost occasioned by alterations or additions bears to the cost of the original contact work and the certificate of the Engineer-in-charge as to such proportion shall be conclusive. CLAUSE 15:- NO CLAIM TO ANY PAYMENT OR COMPENSATION FOR ALTERATION IN OR RESTRICTION OF WORK If at any time after the execution of the contract documents the Engineer shall for any reason whatsoever (Other than default on the part of the contractor for which the Govt. is entitled to rescind the contract) desire that the whole or any part of the work specified in the tender should be suspended for any period of that the whole or part of the work should not be carried out at all, he shall give to the contractor. A notice in writing of such desire and upon the receipt of such notice in writing of such desire, the contractor shall forthwith suspend or stop the work wholly or in part as required after having the regard of the appropriate state at which the work should be stopped or suspended so as not to cause any damage or injury to the work already done or engaged the safety thereof provided that the decision of the Engineer as to the stage at which the work or any part of it could be or could have been safely stopped or suspended shall be final and conclusive against the contractor. The contractor shall have no claim to any payment or compensation what so ever by reason of or in pursuance of any notice as aforesaid on account of any suspension, stoppage or curtailment except to the extent specified herein after. Where the total suspension of the work ordered as aforesaid continued for continuous period exceeding 90 days the contractor shall be at liberty to with draw from the contractual obligation under the contract so far as it pertains to the unexecuted part of the work by giving a 10 days of prior notice in writing to the Engineer within 30 days of the expiry of said period of 90 days of such intention and requiring the Engineer to record the final measurements of the work already done and to pay final bill. Upon giving such notice the contractor shall be deemed to have been discharged from his obligation to complete the remaining unexecuted work under this contract. On receipt of such notice the Engineer shall proceed to complete the measurement and make such payment as be finally due to the contractor within a period of 90 days from the receipt of such notice in respect of the work already done by the contractor. Such payment shall not in any manner prejudice the rights of the contractor to any further compensation under the remaining provisions of this clause.

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Where the Engineer requires the contractor to suspend the work for a period in excess of 30 days at any time or 60 days in the aggregate the contractor shall be entitled to supply to the engineer within 30 days of the resumption of work after such suspension of repayment of compensation to the extent of pecuniary loss suffered by him in respect of working machinery rendered idle on the site or on account of his having had to pay the salary or wages of labour engaged by him during the said period of suspension provided always that the contractor shall not be entitled to and claim in respect of any such working machinery salary or wages for the first 30 days whether consecutive or in aggregate to such suspension or in respect of any suspension whosesoever occasioned by unsatisfactory work or any other default on his part. The decision of the Engineer in this regard shall be final and conclusive against the contractor. IN THE EVENT OF Any total stoppages of work notice from the Engineer under sub-clause (1) in that behalf. Withdrawal by the contractor from the contractual obligations to complete the remaining unexecuted work under sub clause (2) on account of continued suspension of work for a period exceeding 90 days. Curtailment in the quantity of item or items originally tendered on account of any alteration, omission substitution in the specification, drawing, designs or instruction under clause (14/1) where such curtailment exceeds 25% in quantity and the value of the quantity curtailed beyond 25% at the rates for the item specified in the tender is more Rs. 5000/-. It shall be open to the contractor within 90 days from the service of (1) the notice of stoppage of work of (2) other notice of withdrawal from the contractual obligation under the contract on account of the continued suspension of work or (3) notice under clause 14 (1) resulting in such curtailment to produce to the Engineer satisfactory documentary evidence of that they had purchased or agreed to purchase material for use in the contracted work, before receipt by him of the notice or stoppage, suspension or curtailment require the Government to take over on payment, such material at the rates determined by the Engineer. The Govt. shall therefore take over the excess of the requirements of the unexecuted works specified in the accepted tender at the rate of quality and specification approved by the Engineer. CLAUSE 15 (A) :- NO CLAIM TO COMPENSATION ON ACCOUNT OF LOSS DUE TO DELAY IN SUPPLY OF MATERIALS BY MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION The contractor shall not be entitled to claim any compensation from Maharashtra Industrial Development Corporation for the loss suffered by him on account of delay by Maharashtra Industrial Development Corporation in the supply of materials entered in Schedule “A” except delay is caused by Difficulties relating to the supply of railway wagons. Force major Act of God

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Act of enemies of the State or any other reasonable cause beyond the control of MIDC. In the case of such delay in the supply of materials Maharashtra Industrial Development Corporation shall grant such extension of time for the completion of the work as shall appear to the Executive Engineer to be reasonable in accordance with the circumstance of the case. The decision of the Executive Engineer as to the extension of time shall be accepted as final by the contractor. CLAUSE 15 (B):- TIME LIMIT FOR UNFORCE CLAIMS Under no circumstances whatever shall contractor be entitled to any compensation from Maharashtra Industrial Development Corporation on any account unless the contractors shall have submitted a claim in writing to the Engineer-in-charge within one month of the cause of such claim occurring. CLAUSE 16:- ACTION AND COMPENSATION PAYABLE IN CASE OF BADWORK If at any time before the security deposit or any part thereof is refunded to the contractor it shall appear to the Engineer-in-charge or his subordinate in charge of the work, that any work has been executed with unsound, imperfect or unskillful workmanship or with materials of inferior quality or that any materials or articles provided by him for the execution of the work are unsound or of a quality in inferior to that contracted for or otherwise not in accordance with the contract it shall be lawful for the Engineer-in-charge to intimate this fact in writing to the contractor and then notwithstanding the fact that the work materials or articles complained of may have been inadvertently passed certified and paid for the contractor shall be sound forthwith to rectify or remove and reconstruct the work so specified in whole or in part, as the case may require or if so required shall remove the materials or articles so specified and provided other proper and suitable materials or articles at his own charge and cost and in the event of his ailing to do so within a period to be specified by the Engineer-in-charge in the written intimation aforesaid, the contractor shall be liable to pay compensation at the rate of one percent on the amount of the estimate for every day not exceeding 10 days, during which the failure so continues and in the case of any such failure the Engineer -in- charge may rectify or remove and re-execute the work or remove and replace the materials or articles complained of as the case may be at the risk and expense in all respects of the within his discretion to accept the same at such reduced rates as he may fix therefore. CLAUSE 17: - WORKS TO BE OPEN TO INSPECTION, CONTRACTOR OR RESPONSIBLE AGENT TO BE PRESENT All works under on in course of execution or executed in pursuance of the contract shall at all times be open to the inspection and supervision of the Engineer-in-charge and his subordinates and the contractor shall at all times during the usual working hours and at all other times at which reasonable notice of the intention of the Engineer-in-charge or his subordinate to visit to the work shall have been given to the contractor either himself be present to receive orders and instructions or have a responsible agent duly accredited in writing present for that purpose.

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Orders given to the contractors duly authorized agent shall be considered to have the same force and effect as if they had been given to the contractor himself. CLAUSE 18:- NOTICE TO BE GIVEN BEFORE WORK IS COVERED UP The contractor shall give not less than five day’s notice in writing to the Engineer-in-charge or his subordinates in charge of the work before covering up or otherwise placing beyond the reach of measurement any work in order that the same may be measured and correct dimensions thereof taken before the same is so covered up or place beyond the reach of measurement and shall not cover up or place beyond the reach of measurement any work without the consent in writing of the Engineer-in-charge or his subordinate in charge of the work and if any work shall be covered up or placed beyond by reach of measurement without such notice having been given or consent obtained, the same shall be uncovered at the contractor’s expense, and in default thereof no payment or allowance shall be made for such work or for the materials with which the same was executed. CLAUSE 19:- CONTRACTOR LIABLE FOR DAMAGE DONE AND FOR IMPERFECTIONS FOR THREE MONTHS AFTER CERTIFICATE If during the period of 06 months from the date of completion as certified by the Engineer – in - charge pursuant to clause – 7 of the contract or 06 months after commissioning the work whichever is earlier in the opinion of the Executive Engineer, the said work is defective in any manner whatsoever, the contractor shall forthwith on receipt of notice in that behalf from the Executive Engineer, duly commence execution and completely carry out at his cost in every respect all the work that may be necessary for rectifying & setting right the defects specified therein including dismantling and reconstruction of unsafe portions strictly in accordance with and in the manner prescribed and under the supervision of the Executive Engineer. In the event of the contractor, failing or neglecting to commence execution of the said rectification work within the period prescribed therefore in the said notice and/or to complete the same as aforesaid as required by the said notice, the Executive Engineer get the same executed and carried out departmentally or be any others agency at the risk on account and at the cost of the contractor. The contractor shall forthwith on demand pay to the MIDC the amount of such costs charges and expenses sustained or incurred by MIDC of which the certificate of the Executive Engineer shall be final and binding on the contractor. Such costs charges and expenses shall be deemed to be arrears of land revenue and in the event of the contractor failing or neglecting to pay the same on demand as aforesaid without prejudice to any other rights and remedies of the MIDC; the same may be recovered from the contractor as arrears of land revenue. The MIDC shall also be entitled to deduct the same from any amount which may then be payable or which may thereinafter become payable by the MIDC to the contractor either in respect of the said work or any other work whatsoever of from the amount of security deposit retained by MIDC.

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CLASUE 20:- CONTRACTOR TO SUPPLY PLANT LADDERS, SCAFFOLDINGS ETC. The contractor shall supply at his own cost all material (except such special materials, if any as may in accordance with the contract be supplied from the Maharashtra Industrial Development Corporation Stores) plant, tools, appliances, implements, ladders, cordage, tackle, scaffolding and temporary works requisite or proper for the proper execution of the work whether in the original altered or substituted form and whether included in the specifications or other documents forming part of the contract or referred to in these conditions or not and which may be necessary for the purpose of satisfying or complying with the requirements of the Engineer-in-charge as to any matter as to which under these conditions the requirements of the Engineer-in-charge as to any matter as to which under these conditions he is entitled to be satisfied or which is entitled to require together with carriage therefore to and from the work. And is liable for damages arising from non provision of lights, fencing etc. The contractor shall also supply without charge the requisite number of persons with the means and materials necessary for the purpose of setting out works and counting, weighing and assisting the measurement or examination at any time and from time to time of the work or the materials. Failing this the same may be provided by the Engineer-in-charge at the expense of the contractor and the expenses may be deducted from any money due to the contractor under the contract or from his security deposit or the proceeds of sale thereof or of a sufficient portion thereof. The contractor shall provide all necessary fencing and lights required to protect the public from accident and shall also be bound to bear expense of Defense of every suit, action or other legal proceedings to any such person or which may with the consent of the contractor be paid for compromising any claim by any such person. CLAUSE 21:- The contractor shall provide suitable scaffolds and working platforms, gangways and stairways and shall comply with the following regulations in connection therewith. Suitable scaffolds shall be provided for workmen for all work that cannot be safely done from a ladder or by other means. A scaffold shall not be constructed taken down or substantially altered except Under the supervision of a competent and responsible person and As far as possible by competent workers possessing adequate experience in this kind of work. All scaffolds and appliances connected therewith and all ladders shall Be of sound material. Be of adequate strength having regard to the loads and strains to which they will be subjected and Be maintained in proper condition.

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Scaffolds shall be so constructed that no part thereof can be displaced in consequence of normal use. Scaffolds shall not be over loaded and so far as practicable the load shall be evenly distributed. Before installing lifting gear on scaffolds special precautions shall be taken to ensure the strength and stability of the scaffolds. A competent person shall periodically inspect scaffolds. Before allowing a scaffold to be used by his workmen the contractor shall whether the scaffold has been erected by his workmen or not take steps to ensure that it complies fully with the regulations herein specified. Working platforms, gangways and stairways shall Be so constructed that no part thereof can sag unduly or unequally. Be so constructed and maintained having regard to the prevailing conditions as to reduce as far as practicable risks of persons tripping or slipping and Be kept free from any unnecessary obstruction. In the case of working platforms, gangways, working places and stairways at a height exceeding eight feet. Every working platform and every gangway shall be closely boarded unless other adequate measures are taken to ensure safety. Every working platform and gangway shall have adequate width and Every working platform, gangway, working place and stairway shall be suitably fenced. Every opening in the floor of a building or in a working platform shall except for the time and to the extent required to allow the access of persons or the transport of shifting of material be provided with suitable means to prevent the fall of persons or material. When persons are employed on a roof where there is a danger of falling from a height exceeding six feet suitable precautions shall be taken to prevent the fall of persons or material. Suitable precautions shall be taken to prevent persons being struck by articles which might fall from scaffolds or other working places. Sale means of access shall be provided to all working platforms and other working places. CLAUSE 22: - The contractor shall comply with the following regulations as regard the Hoisting Appliances to be used by him Hoisting machines and tackle, including their attachments, anchorages and support shall Be of good mechanical construction, sound material and adequate strength and free from patent defect and Be kept in good repair and in good working order. Every rope used in hoisting or lowering materials or as a means of suspension shall be of suitable quality and adequate strength and free from patent defect.

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Hoisting machines and tackle shall be examined and adequately tested after erection on the site and before use and re-examined and adequately tested after erection of Maharashtra Industrial Development Corporation. Every chain, ring hook, shackle, swivel and pulley block used in hoisting or lowering materials or as a means of suspension shall be periodically examined. Every crane driver or hoisting appliance operator shall be properly qualified. No person who is below the age of 18 years shall be in control of any hoisting machine including any scaffold which or give signals to the operator. In the case of every hoisting machine and of every chain, ring, hook, shackle, swivel and pulley block used in hoisting or lowering or as a means of suspension the safe working load shall be ascertained by adequate means. Every hoisting machine and all gear referred to in the preceding regulation shall be plainly market with the safe working load. In the case of hoisting machine having a variable safe working load each safe working load and the conditions under which it is applicable shall be clearly indicated. No part of any hoisting machine or of any gear referred to in regulation & above shall be loaded beyond the safe working load except for the purpose of testing. Motors, gearing, transmissions, electric wiring and other dangerous parts of hoisting appliances shall be provided with such means as will reduce to a minimum the risk of the accidental descent of the load. Adequate precautions shall be taken to reduce a minimum the risk of any part of a suspended load becoming accidentally displaced. CLAUSE 23:- MEASURE FOR PREVENTION OF FIRE The contractor shall not set fire to any standing jungle, trees, brushwood or grass without written permit from the Executive Engineer. When such permit is given and also in all cases when destroying cut or dug up trees, brushwood, grass etc. by fire, the contractor shall take necessary measures to prevent such fire spreading 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 damage done intentionally or unintentionally by contractor’s labour whether in or beyond the limits of Maharashtra Industrial Development Corporation property including any damage caused by the spreading of fire mentioned in clause 23 shall be estimated by the Engineer-in-charge or such other officer as he may appoint and the estimates of the Engineer-in-charge subject to the decision of the Superintending Engineer on appeal shall be final and the contractor shall be bound to pay the amount of the assessed compensation on demand failing which the same will be recovered from the contractor as damages in the manner prescribed in clause in or deducted by the Engineer-in-charge from any sums that may be due or become due from Maharashtra Industrial Development Corporation to the contractor under this contract or otherwise.

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The contractor shall bear the expenses of defending any action or other legal proceedings that may be brought by any persons for injury sustained by him owing to neglect of precautions to prevent the spread of fire and he shall pay any damages and cost that may be awarded by the court in consequence. CLAUSE 25:- EMPLOYMENT OF FEMALE LABOUR The employment of female laborers on works in the neighborhood of soldier’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 AND SECURITY DEPOSIT FORFEITED FOR SUBLETTING IT WITHOUT APPROVAL OR FOR BRIBING A PUBLIC OFFICER OR IF CONTRACTOR BECOMES INSOLVENT. The contract shall not be assigned or sublet without the written approval of the Engineer-in-charge. And if the contractor shall assign or sublet his contract or attempt so to do or become insolvent or commence any proceedings to get himself adjudicated an insolvent or make any composition with his creditors or attempt so to do or if any bribe, gratuity, gift, loan, perquisite, reward or advantage, pecuniary or otherwise, shall either directly or indirectly be given promised or offered by the contractor or any of his servants or agents to any public officer or person in the employ of Maharashtra Industrial Development Corporation in any was relating to his office or employment or if any such officer or person shall become in any way relating to his office or employment or if any such officer or person shall become in any way directly or indirectly interested in the contract, the Engineer-in-charge may thereupon by notice in writing rescind the contract and the security deposit of the contractor shall thereupon stand forfeited and be absolutely at the disposal of Maharashtra Industrial Development Corporation and the same consequences shall ensure as if the contract had been rescinded under clause 3 hereof and in addition the contractor shall not be entitled to recover or be paid for any work therefore actually performed under the contract. CLAUSE 28:- SUM PAYABLE BY WAY OF COMPENSATION TO BE CONSIDERED AS REASONABLE COMPENSATION WITHOUT REFERENCE TO ACTUAL LOSS All sums payable by a contractor by way of compensation under any of these conditions shall be considered as a reasonable compensation to be applied to the use of Maharashtra Industrial Development Corporation without reference to the actual loss or damage sustained and whether any damage has or has not been sustained.

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CLAUSE 29:- CHANGE IN THE CONSTITUTION OF FIRM TO BE NOTIFIED In the case of tender by partners any change in the constitution of a firm shall be forthwith notified by the contractor to the Engineer-in-charge for his information. CLAUSE 30:- WORKS TO BE UNDER DIRECTION OF SUPERINTENDING ENGINEER All works to be executed under the contract shall be executed under the direction and subject to the approval in all respects of the Superintending Engineer of the Circle for the time being who shall be entitled to direct at what point or points and in what manner they are to be commenced and from time to time carried on. CLAUSE 31:- DECISION OF SUPERINTENDING ENGINEER TO BE FINAL Except where otherwise specified in the contract and subject to the powers delegated to him by Maharashtra Industrial Development Corporation under the Code rules than in force, the decision of the Superintending Engineer of the Circle for the time being shall be final conclusive and binding on all parties to the contract upon all questions relating to the meaning of the specifications, designs, drawings, and instructions hereinbefore mentioned and as to the quality of workmanship or materials used on the work or as to any other question, claim, right, matter or thing whatsoever if any arising out of or noting to the contract, designs, drawings, specifications, estimates, instructions, orders or these conditions of otherwise, concerning the works or the execution or failure or execute the same, whether arising doing the progress of the work or after the completion or abandonment thereof. CLAUSE 32:- STORES OF EUROPEAN OR AMERICAN MANUFACTURE TO BE OBTAINED FROM MIDC The contractor shall obtain from the Maharashtra Industrial Development Corporation’s store all stores and articles of Europeans of American manufacture which may be required for the work or any part thereof or in making up any articles required therefore or in connection therewith unless he has obtained permission in writing from the Engineer-in-charge to obtain such stores and articles elsewhere. The value of such stores and articles as may be supplied to the contractor by the Engineer-in-charge will be debited to the contractor in his account at the rates shown in the schedule in Form “A” attached to the contract and if they are not entered in the said schedule, they shall be debited to him at cost price which for the purposes of this contract shall include the cost of carriage and all other expenses whatsoever, which shall have been incurred in obtaining delivery of the same at the stores aforesaid. CLAUSE 33:- LUMP SUMS IN ESTIMATES When the estimate on which a tender is made includes lump sums in respect of parts of the work, the contractor shall be entitled to payment in respect of the items of work involved of the part of the work in question at the same rates as per payable under this contract for each items or if the part of the work of question is

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not in the opinion of the Engineer-in-charge capable or measurement, the Engineer-in-charge may at his discretion pay the lump amount entered in the estimate and the certificate in writing of the Engineer-in-charge shall be final and conclusive against the contractor with regard to any sum or sums payable to him under the provision of this clause. CLAUSE 34:- ACTION WHERE NOT SPECIFICATION In the case of any class of work for there is no such specification as is mentioned in Rule 1 such work shall be carried out in accordance with the Divisional specifications & in the event of there being no Divisional specification, then in such case the work shall be carried out in all respects in accordance with the instructions and requirements of the Engineer-in-charge. CLAUSE 35:- DEFINITION OF WORK The expression “works” or “work” where used in these conditions shall unless there is something in the subject or context repugnant to such construction be constructed to mean the work or works contract to be executed under or in virtue of the contract, whether temporary or permanent and whether original, altered, substituted or additional. CLAUSE 36:- CONTRACTOR’S PERCENTAGE WHETHER APPLIED TO NET OR GROSS AMOUNTS OF BILL The percentage referred to in the tender shall be deducted from / added to the gross amount of the bill before deducting the value of any stock issued. CLAUSE 37:- PAYMENT OF QUARRY FEEDS AND ROYALTIES All quarry fees, royalties, octroi dues and ground rent for stacking materials, if any should be paid by the contractor. CLAUSE 38:- COMPENSATION UNDER THE WORKMEN’S COMPENSATION ACT The contractor shall be responsible for and shall pay any compensation of 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 if paid by Maharashtra Industrial Development Corporation as principal under sub-section (1) of section 12 of the said Act on the behalf of the contractor, if shall be recoverable by Maharashtra Industrial Development Corporation from the contractor under sub-section (2) of the said section. Such compensation shall be recovered in the manner laid down in clause 1 above. CLAUSE 39:- The contractor shall be responsible for and shall pay the expenses of providing medical aid to any workman who may suffer a bodily injury as a result of an accident. If such expenses are incurred by Maharashtra Industrial Development Corporation the same shall be recoverable from the contractor forthwith and be deducted without prejudice to any other remedy of Maharashtra

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Industrial Development Corporation from any amount due or that may become due to the contractor. CLAUSE 40:- The contractor shall provided all necessary personal safety equipment and first aid apparatus available for the use of the persons employed on the site shall maintain the same condition suitable for immediate use at any time and shall comply with the following regulation in connection therewith. The workers shall be required to use the equipment so provided by the contractor shall take adequate step to ensure proper use of the equipment by those concerned. When work is carried on in proximity to any place where there is a risk of drawing, all necessary equipments shall be provided and kept ready for use and all necessary step shall be taken for the prompt rescue of any person in danger. Adequate provision shall be made for prompt first aid treatment of all injuries likely to be sustained during the course of the work. CLAUSE 41:- CLAIM FOR QUANTITIES ENTERED IN THE TENDER OR ESTIMATE Quantities in respect of the several item shown in the tender are approximate and no revision in the tender rate shall be permitted in respect of any of the items so long as subject to any special provision contained in the specifications prescribing different percentage of permissible variation, the quantity of the item does not exceed the tender quantity by more than 25% and so long as the value of the excess quantity beyond this limit at the rate of the item specified in the tender is not more than Rs.5000/-. The contractor shall if ordered in writing by the Engineer so to do carry out any quantities in excess of the limit mentioned above this clauses on the same conditions as & in accordance with the specifications in the tender & at the rate derived from the rates entered in the current schedule of rates & in absence of such rates at the rate prevailing in the market, which may be increased or decreased as this case may be by the percentage which the total tender amount bears to the estimated cost of the total work as put to tender. Claims arising out of reduction in the tendered quantity of any item beyond 25% will be governed by the provision of clause 15 only when the amount of such reduction beyond 25% at the rate of the item specified in the tender is more than Rs. 5000/-. In view of the rationalization of the provisions of clause 41 of B-1 and clause 8 of additional contract terms & conditions of tender form as above, it is necessary to prescribe the manner in which the claims arising out or reduction in the tendered quantity of any item under clause 15 of the tender form should be dealt with. It is decided that clause 15 should modified as under. CLAUSE 42:- EMPLOYMENT OF FAMINE ETC. LABOUR The contractor shall employ any famine, convict or other labour of a particular kind or class if ordered in writing to do so by the Engineer-in-charge. Claim for compensation for delay in starting the work.

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CLAUSE 43 :- No compensation shall be allowed for any delay caused in the starting of the work on account of acquisition of land or in the case of clearance work on account of any delay in according sanction to estimates. CLAUSE 44:- CLAIM FOR COMPENSATION FOR DELAY IN THE EXECUTION OF WORK No compensation shall be allowed for any delays in the execution of the work on account of water standing in borrow pits or compartments. The rates are inclusive for hard or cracked soil, excavation in mud, sub-soil water or water standing in borrows pits and no claim for an extra rate shall be entertained, unless otherwise expressly specified. CLAUSE 45:- ENTERING UPON OR COMMENCING ANY PORTION OF WORK The contractor shall not enter upon or commence any portion of work except with the written authority and 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 or payment for work. CLAUSE 46:- MINIMUM AGE OF PERSONS EMPLOYED THE EMPLOYMENT OF DONKEYS AND/OR OTHER ANIMALS AND THE PAYMENT OF FAIR WAGES No contractor shall employ any person who is under the age of 18 years. No contractor shall employ donkeys or other animals with breaching of string or thins rope. The breeching must be at least three inches wide and should be of tape (Newar). No animal suffering from sores, lameness or emaciation or which is immature shall be employed on the work. The Engineer -in- charge or his Agent is authorized to remove from the work any person or animals found working which does not satisfy these conditions and no responsibility shall be accepted by Maharashtra Industrial Development Corporation for any delay caused in the completion of the work by such removal. The contractor shall pay fair and reasonable wages to the workmen employed by him in the contract undertaken by him. In the event of any dispute arising between the contractor and his workmen on the grounds that the wages paid are not fair and reasonable the dispute shall be referred without delay to the Executive Engineer, who shall decide the same. The decision of the Executive Engineer shall be conclusive and binding on the contractor but such decision shall not in any way affect the conditions in the contract regarding the payment to be made of Maharashtra Industrial Development Corporation at the sanctioned tender rates. The contractor shall provide drinking water facilities to the workers. Similar amenities shall be provided to the workers engaged on large work in urban areas. CLAUSE 47:- METHOD OF PAYMENT Payment to contractors shall be made by cheques drawn on any bank within the Division convenient to them provided the amount exceeds Rs. 10. Amounts not exceeding Rs. 10 will be paid in cash.

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CLAUSE 48:- ACCEPTANCE OF CONDITIONS COMPULSORY BEFORE TENDERING FOR WORK. Any contractor who does not accept these conditions shall not be allowed to tender for works. CLAUSE 49:- EMPLOYMENT OF SCARCITY LABOUR If Government declares a state of scarcity or famine to exist in any village situated within 10 miles of the work, the contractor shall employ upon such parts of the work, as are suitable for unskilled labour, any person certified to him by the Executive Engineer or be any person to whom the Executive Engineer may have delegated this duty in writing to be in need of relief and shall be bound to pay to such persons wages not below the minimum which Government may have fixed in this behalf. Any disputes which may arise in connection with the implementation of this clause shall be decided by the Executive Engineer whose decision shall be final and binding on the contractor. CLAUSE 50:- The price quoted by the contractor shall not in any case exceed the control price if any fixed by Government or reasonable price which it is permissible for him to charge a private purchaser for the same class and description of goods under the provisions of Hoarding and Profiteering Prevention Ordinance, 1943 as amended from time to time. If the price quoted exceeds the controlled price or the price permissible under Hoarding and Profiteering Prevention Ordinance the contractor will specifically mention this fact in his tender along with the reasons for quoting such higher price. The purchaser at his discretion will in such case exercise the right of revising the price at any stage so as to conform to the controlled price on the permissible under the Hoarding and Profiteering Prevention Ordinance. This discretion will be exercised without prejudice to any other action that may be taken against the contractor. CLAUSE 51:- The rates to be quoted by the contractor must be inclusive of sales tax. No extra payment on this account will be made to the contractor. CLAUSE 52:- The contractor should as far as possible obtain his requirement of labour, skilled and unskilled from the nearest Employment Exchange. CLAUSE 53:- The provision regarding contractor’s labours provision in the contract labour (Regulation and Abolition) Rules, 1971 shall be binding on the contractors. If the provision in the said act contradicts with any of the provisions regarding contractor’s labour in any of the clauses in this tender, the provision in the contract labour (Regulation and Abolition) Act, 1970 with the Maharashtra labour (Regulation and Abolition Rules, 1971) shall prevail. CLAUSE 54:- The contractor shall comply with the provisions of the Apprentices Act, 1961 and the rules and the orders issued there under from time to time. If the contractor fails to do so, the failure will be a breach of the contract and Superintending Engineer may in his discretion, cancel the contract.

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CLAUSE 55:- SUPPLY OF MATERIALS ETC. BY CONTRACTOR. The contractors are to provide every article (with the exceptions noted in Schedule “A” attached) which may be necessary and requisite for the due and proper execution of the several works included in contract according in the true indent and measuring of the drawings and specifications taken together which are to be signed by Executive Engineer, MIDC (Here in after the Executive Engineer) and by the contractor whether the same may or may not have been particularly described in the specifications or shown on the drawings provided however that the same are reasonable and obviously to be inferred there from. In case of any discrepancy between the drawing and the specifications, the Executive Engineer shall decide which of the two is to be followed. CLAUSE 56:- EXECUTIVE OF WORK The contractors shall set out the whole of the work as per approved drawings and details supplied to him and during the progress of the works shall set right as ordered by the Executive Engineer or his agent any errors, which may be found there in and shall provide all necessary labour and materials for the purpose. The contractor shall also provide plants, labour and materials (with the exceptions not the schedule attached) which may be necessary and requisite for the works. The materials and workmanship are to be the best of their respects clean and perfect at the completion thereof. CLAUSE 57:- DRAWING & SPECIFICATIONS At last six copies of the drawings & a specifications submitted by the contractor and approved and signed by the Superintending Engineer shall be furnished by the contractor to the MIDC and copies thereof shall be kept on binding. Contract agent who is to be constantly kept at site by the contractors and to whom the instructions can be given by the Executive Engineer, MIDC under Schedule “A” of the contract will supply plain M.S. rounds and/or tor steel depending upon the availability. As such, design based on exclusive use of tor steel shall not be accepted. CLAUSE 58:- CONTROL OVER WORKS The Executive Engineer or his duly authorized representative shall have access at all times to the works which are entirely under his control. He may require the contractor to dismiss persons in the contractor’s employment on the work if such person in his opinion is incompetent or misconduct himself and the contractors shall forthwith comply with every such requirement. CLAUSE 59:- MATERIALS LEFT AT SITE All works and materials brought and left, upon the site of the work either by the contractors by their orders for the purpose of forming part of the work are to be property of the MIDC and the same shall not be removed or carried away by the contractors or any other persons, without the special leave or consent in writing of the Executive Engineer, but the MIDC shall not in any away be answerable for any

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loss or damage which may happen to or in respect of any such work or materials on account of the same being lost or stolen or injured by weather or otherwise. CLAUSE 60:- REMOVAL AND SUBSTITUTION OF MATERIALS The Executive Engineer shall have full power to require the removal from the premises the materials which in his opinion are not in accordance with the specification. In case of default the Executive Engineer shall be at liberty to employ other persons to remove same without being answerable or accountable for any loss or damage that may be caused to such materials. The Executive Engineer shall also have full power to require other proper materials to be substituted and in cause of default the Executive Engineer may cause the same to be supplied and all cost which be incurred in such removal and substitution shall be borne by the contractor. CLAUSE 61:- ACTION IN CASE OF IMPROPER MATERIALS AND WORKSHIP If in the opinion of the Executive Engineer any work or any part there of is executed with improper materials or defective workmanship the Engineer, will forthwith re-execute, the same and substitute proper materials with good workshop and in case of default by the contractor in so doing within a week from the date of the requisition the Executive Engineer shall have full power to employ other persons to re-execute the work and cost there of shall be borne by the contractor. CLAUSE 62:- ACTION AND COMPENSATION PAYABLE IN CASE OF BAD WORK If at any time before security deposit is refunded to the contractor, it shall appear to the Engineer-in-charge or his subordinate in charge of the work, that any work has been executed with unsound, imperfect or unskillful workmanship or with materials of inferior quality of that any materials or articles provided by him for the execution of the work or unsound or of a quality inferior to that contract it shall be lawful for the Engineer -in- charge to intimate this fact in writing to the contractor and then notwithstanding the fact that the work materials or articles complained or may have been in advertantly passed certified and paid for. The contractor shall be bound to forthwith rectify or remove or reconstruct the work so specified in whole or in part, as the case may require, if so required, shall remove the materials or articles so specified and provide other proper and suitable material at this own charge and cost in the event of his failing to do so within a period to be specified by the Engineer-in-charge in the written intimation aforesaid the contractor shall be liable to pay compensation at the rate of 1% on the amount of the estimate for every day not exceeding 10 days, during which the failure so continuous and in the event of any such failure as aforesaid the Engineer-in-charge may rectify or remove and re-execute the work or remove any case may be at the risk and expenses on all respect of the contractor should the Engineer-in-charge consider that any such inferior workers materials as described above will not be accepted and will be straight way rejected. CLAUSE 63:- RESPONSIBILITY OF CONTRACTOR IN CASE OF DAMAGE OR FIRE ETC. From the commencement of the work to the completion of the same the work shall be under the contractor’s charge. The contractor shall be held responsible for any

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damage done to the same by fire or any other cause and they shall be liable to make good all such damage and to carry out any repairs which may be rendered necessary to the same by fire or other causes and they are to held the MIDC harmless from any claims for injuries to persons for structural damage, to property happening from any neglect or default want to proper case or misconduct on the part of the contractor or of one of their employee during the execution of the work. CLAUSE 64:- EXECUTION OF WORKS INCLUDED IN THE CONTRACT The Executive Engineer shall have full power to send workman on the premises to execute fittings and other works not included in the contract and for which the contractors shall afford every necessary facility during ordinary working hours provided that such operations shall be carried on in such a manner as not contractors shall not however be responsible for any damage which may happen to or be occasioned in the execution of any such fittings or other works. ADDITIONAL CONTRACT TERMS AND CONDITIONS The work covered by the contract shall be carried out in accordance with the relevant specification contained in the book of standard specifications, published by Government of Maharashtra Building and Communications Department, as per the latest edition of the same (hereinafter called the standard book of specification) subject further to the attached specifications. Where these two contradict, the latter holds goods. A work order book will be maintained by Department on the site of work and the contractor will sign orders given therein by the Executive Engineer, his representative and his superior officers and comply with them. The site of work shall be cleared by the contractor before starting the work and after completing it to the satisfaction of the Engineer (which means the Executive Engineer or his representative). This will include cutting of trees, shrubs and removing grass, dismantling and removing remains of old masonry, loose boulders and stones etc. The cost of this will be deemed to have been included in the Tendered rates for the several items. The contractor shall provide free of charge all labour and material required for lining out, surveying and measurement of work etc. He will similarly provided such aids as decided by the Executive Engineer, as are considered necessary for the proper and systematic execution of the work. Where for proper measurement of work, it is necessary to have an initial set up leaves taken, the same as recorded in the authorized field book by the Executive Engineer or his authorized representative will be signed by the contractor who will be entitled to have a true copy of the same on demand. Any failure on the part of the contractor to get such levels before starting the work will render him liable to accept the decision of the Executive Engineer as to the basis of taking measurements. Likewise the contractor will not cover any work which will render its subsequent measurement difficult or impossible, without first getting the same jointly measured by himself and the authorized representative of the Executive Engineer. The record of such measurements on to Department’s side will be signed by the contractor and he will be entitled to have a true copy of the same on demand. All work before being finally taken over by MIDC will be entire liability of the contractor for guarding, maintaining and making good any damages of any magnitude. Interim payments made for such work will not alter this position. The

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handling over by the contractor and taking over by the Executive Engineer or his authorized representative, will be always in writing of which copies will go to the Executive Engineer, his authorized representative and the contractor. It is, however, to understand that before taking over such work MIDC will not put it to its regular use distinct from casual or incidental one. Orders issued by the Superintending Engineer in MIDC by whatever designation he may be known from time to time regarding the conduct of the work shall be binding on the contractor. Quantities in respect of the several item shown in the tender are approximate and no revision in the tender’s rate shall be permitted in respect of any of the items so long as, subject to any special provision contained in the specifications prescribing different percentage of permissible variation, the quantity of the item does not exceed the tender quantity by more than 25% and so long as the value of the excess quantity beyond this limit at the rate of the item specified in the tender is not more than Rs.5000/-. The contractor shall if ordered in writing by the Engineer so to do carry out any quantities in excess of the limit mentioned above this clauses on the same conditions as and in accordance with the specifications in the tender and at the rate derived from the rates entered in the current schedule of rates and in absence of such rates, at the rate prevailing in the market, which may be increased or decreased as this case may be by the percentage which the total tender amount bears to the estimated cost of the total works as put to tender. Claims arising out of reduction in the tendered quantity of any item beyond 25% will be governed by the provision of clause 15 only when the amount of such reduction beyond 25% at the rate of the item specified in the tender is more than Rs.5000/-. In view of the rationalization of the provisions of clause 41 of B-1 and clause 8 of additional contract terms & conditions of tender form as above, it is necessary to prescribe the manner in which the claims arising out of reduction in the tendered quantity of any item under clause 15 of the tender form should be dealt with. It is decided that clause 15 should modified as under. It will be deemed that the contractor before tendering has thoroughly inspected and investigated the work site and carried out his own investigations to arrive at the rates quoted in the Tender. In this regard he will given necessary information to the best of the knowledge of the Department but without any guarantee about its full proof ness. Excavation items include, if met with, dewatering whether specified or not and the rates quoted are deemed to be inclusive of this. The materials supplied or used in the work under this contract will be according to the following and other specifications herein the tender and those specified in the Standard Book of Specification for the relevant items. Where these two contradict, the former holds goods. The Tendered rates for supply of materials are for delivery of materials properly stacked in regular heaps or otherwise as directed for facility of measurement before use. In case of road materials the same will be stacked by the road side as directed.

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SCHEDULE “A” Name of Work :- Nagpur (Butibori) Industrial Area- M & R to Roads…(Tree plantation & Truck terminus).. Providing and fixing of guard stone along both sides of main road ‘B’, Construction of compound wall at public garden and filling of pot holes in Truck terminus premises.

Schedule showing (approximately) the material to be issued to the contractor for works to be executed on this contract and the rate at which they are to be charged.

Sr. No.

Particulars Quantity Rate at which the materials will be charged to the contractor with unit

Place of Delivery

1 2 3 4 5

-------------- NIL -----------------

Terms and conditions for issue of materials under Schedule “A” are as under Materials required in excess of the quantity may or may not be supplied by the Department. If not supplied the contractor should make his own arrangements to provide the same, for which no extra claims will be entertained. All materials remaining unused after the completion of the works should be returned to the Department at the Departmental Stores. For the material remaining unused and not returned, recovery will be effected at twice the issue rate of the materials or the prevailing market rate at the time of completion of work, whichever is higher. Considerable delay is likely to occur in getting the materials required to be conveyed by Rail whether such materials are to be supplied by the Corporation or by the contractor himself. The contractor, therefore, should submit indent for his requirement sufficiently in advance to allow for the period usually taken for supply of such material. No responsibility can be accepted for such delay in regard to supply of these materials. Every assistance will however be given to obtain the supplies as quickly as possible. The contractor should check the materials before they are issued to him. Any complaint after the material is once accepted by him will not be entertained. The contractor should make his own arrangements for storing the materials issued to him by constructing a pacca shed, which should be leak proof & should protect against moist climates. All other materials not included in the above schedule will have to be procured by the contractors from the open market at their own cost. The contractor shall maintain a regular account of consumption of the material issued to him by the Department, either at cost or free of cost, and shall be produced when asked for. All conveyance charges including loading and unloading operations for bringing the materials issued from the place of delivery to the site of work should be borne by the contractor.

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Weight of M.S. Rounds that will be issued under Schedule ‘A’ will be computed on the basis of following table.

Dia of Bar Weight in Kg./Rm length of bar

6 mm ………………………………... 0.22

8 mm ………………………………... 0.39

10 mm ………………………………... 0.62

12 mm ………………………………... 0.89

16 mm ………………………………... 1.58

18 mm ………………………………... 2.00

20 mm ………………………………... 2.46

22 mm ………………………………... 2.92

25 mm ………………………………... 3.85

28 mm ………………………………... 4.83

32 mm ………………………………... 6.31

36 mm ………………………………... 7.99

40 mm ………………………………... 9.87

In case of dispute or delegations in diameters, computation of weight shall be made at a rate of 0.785 kg per sq centimeter of cross sectional area. The issue of steel from the stores stipulated in schedule ‘A’ shall be on the basis of length of M.S. Rounds measured in Metric System to the nearest 10 mm length. The surplus steel after completion of work shall also be taken back and measured of the same basis. The M.S. rounds returned to departmental store shall be in the form of cut pieces or whole lengths remaining unutilized and will be accepted as such. Pieces of length one meter shall not be more than 1 percent of the tonnage actually used in work. Any additional loss beyond 1 percent stipulated above, shall be treated as used in an unauthorized & wasteful manner & recovery at double the issue rate of market rate, whichever is more shall be effected for such wasteful use of steel.

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SCHEDULE ’B’

Name of Work :- Nagpur (Butibori) Industrial Area-

M & R to Roads…(Tree plantation & Truck terminus).. Providing and fixing of guard stone along both sides of main road ‘B’, Construction of compound wall at public garden and filling of pot holes in Truck terminus premises. Sub Estimate I :- Providing and fixing guard stone along main road ''B'' Qty. Item Rate Unit Amount

1733.00

Item No.1 :- Providing and fixing guard stone or boundary stones of size 200 mm x 200 mm x 800 mm including excavating the pits of size 300 x 300 x 450 mm and fixing the stone by filling the pit with M10 cement concrete, including curing and two coats of white wash to exposed sides etc. complete.

180.00

( Rs. One hundred

Eighty Only )

No.

311940.00

Total Sub Estimate - I … Rs. 311940.00

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SCHEDULE ’B’

Name of Work :- Nagpur (Butibori) Industrial Area.

M & R to Roads…(Tree plantation & Truck terminus).. Providing and fixing of guard stone along both sides of main road ‘B’, Construction f compound wall at public garden and filling of pot holes in Truck terminus premises. Sub Estimate II :- Construction of compound wall at public garden .

Qty. Item Rate Unit Amount

72.00

Item No.1:- Providing IInd class burnt brick masonry with conventional type bricks in cement mortar for super structures upto 5.0 M height above plinth level of building or super structures or first floor including striking out joints on face where plaster is to be done scaffolding curing etc complete. a) In 1: 6 Morter

2750.00 (Rs. Two

Thousand seven

hundred Fifty only)

Cum.

198000.00

6.00

Item No.2:- Providing coping of 1:3:6 concrete over parapet walls, boundary walls, compound walls etc. in thickness of 10 cm. to 15 cm. including shuttering as may be required and embedding glass pieces at close intervals of not more than 3 cm. both faces with sharp edge pointing upwards after finishing the concrete surface with 1:3 cement mortar. All labour and materials complete.

3700.00

(Rs. Three Thousand

seven hundred

only)

Cum.

22200.00

658.00

Item No.3:- Providing sand faced plaster (sponged external) in cement mortar 1:3 in all positions including base coat scaffolding, keeping the surface of base coat rough to receive sand faced treatment, curing etc. complete. b) 20mm thick

205.00

(Rs. Two hundred

Five only)

Sqm.

134890.00

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658.00

Item No.4:-

Providing and applying cement based paint conforming to IS:5410-1990, two coats over primer or as per manufacturers direction including scrapping, scaffolding, curing etc. complete in any shade.

32.00

(Rs. Thirty Two only)

Sqm..

21056.00

Total Sub-Estimate No.II ……. Rs. 376146.00

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SCHEDULE ’B’

Name of Work :- Nagpur (Butibori) Industrial Area.

M & R to Roads…(Tree plantation & Truck terminus).. Providing and fixing of guard stone along both sides of main road ‘B’, Construction of compound wall at public garden and filling of pot holes in Truck terminus premises. Sub Estimate III :- M & R to Road (truck terminus)….. Filling of pot holes in Truck terminus premises


66.00

Item No.1:- Supplying 50 mm to 75 mm trap stone oversize metal at the road side including, conveying and stacking etc. complete including all taxes and royalty. a) Quarry metal.( for any lead)

780.00

(Rs. Seven hundred

Eighty only)

Cum.

51480.00

72.00

Item No.2:- Supplying 40 mm trap stone metal at the roadside including conveying and stacking complete including all taxes and royalty. a) Quarry metal.( for any lead)

780.00

(Rs. Seven hundred

Eighty only)

Cum.

56160.00

138.00

Item No.3:- Spreading in compact layers oversize and size metal to the required camber and gradient.

40.00

(Rs. Forty only)

Cum.

5520.00

27.00

Item No.4:- Earthwork in embankment with approved material having field soak CBR not less than 8 and laboratory soak CBR not less than 12 obtained by the Contractor from his borrow areas including all lifts and leads including laying in layers of 20cm to 30cm for power roller and 45cm to 60cm for vibratory compactor, breaking clods, and dressing to the required lines, curves and section including payment of royalty charges to the Govt. of Maharashtra. c) Any Lead

270.00

(Rs.Two hundred Seventy

only)

Sqm..

7290.00

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13.00

Item No.5:-

Spreading hard murum, or blindage collected in roadside stack over the top of soling or oversize metal or size metal including evening it into top of crevices (Road side stacks of murum will be measured including voids without deducting allowance for compaction, separately and paid for under relevant item of embankment of road whichever is applicable.)

25.00

( Rs. Twenty five

only)

Cum.

325.00

504.00

Item No.6:-

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

3.50

(Rs. Three & Ps. Fifty

only)

Sqm.

1764.00

551.00 Item No.7:- Watering over size metal and blindage during consolidation by 8 to 10 tonne roller over final surface of size metal and blindage until proper interlocking etc. complete.. b) With 8-10 tonne roller

7.00

(Rs. Seven only)

Sqm.

3857.00

1055.00

Item No.8:-

Consolidation over sub-grade consisting of soling and / or oversize metal and hard murum by 8-10 tonne roller until proper interlocking etc. complete. a) With 8-10 tonne roller

6.00

(Rs. Six only)

Sqm.

6330.00

14.00

Item No.9:- Spreading blindage collected in road side stach, over metal including brooming to fill in the enterstices ( Road side tacks of soft murum including voids without deducting for allowance for compaction will be measured separately and paid under relevant item of embankment of road whichever is applicable.

25.00

( Rs. Twenty five

only)

M3

350.00

Total Sub-Estimate No.III Rs. 133076.00

ABSTRACT

Total Sub Estimate I Rs. 311940.00

Total Sub Estimate II Rs. 376146.00

Total Sub Estimate III Rs. 133076.00

Total Rs. 821162.00

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SCHEDULE ’B’

Name of Work :- Nagpur (Butibori) Industrial Area-

M & R to Roads…(Tree plantation & Truck terminus).. Providing and fixing of guard stone along both sides of main

road ‘B’, Construction of compound wall at public garden and filling of pot holes in Truck terminus premises.

ITEMWISE SPECIFICATIONS

Sub Estimate I :- Providing and fixing guard stone along main road ''B'' ITEM NO. 1:- Providing and fixing guard stone or boundary stones of size 200 mm x 200 mm x 800 mm including excavating the pits of size 300 x 300 x 450 mm and fixing the stone by filling the pit with M10 cement concrete, including curing and two coats of white wash to exposed sides etc. complete.

SPECIFICATIONS:-

General : The items consists of providing fixing the guard or boundary stone of standard-size and shape. 2.1 Material : The stone shall be in one solid piece. The stone shall be hard without scaling and joints. The portion exposed above the ground shall be chisel dressed. The M100 cement concrete shall conform to the relevant provisions of the specification. Maximum size of coarse aggregate shall be 25 mm size. The paint for the stones shall be white wash. 2.2 Fixing : The pit for fixing the stone shall be excavated of the standard size of 300 X 300 X 450 mm deep. The stone shall be fixed in a pit by filling it with cement concrete of M-100 grade C.C. 100 mm thick above ground. The top of the stone shall be 350 mm above the ground or road as indicated in the standard drawing at the designated spot or as ordered by the Engineer-in-Charge. Any excavation necessary for fixing the stone shall be done by the contractor and the cost shall be included in the rate. The exposed part shall be painted with two coats of good white wash. 2.3 Item to Include : The item includes supply of dressed guard or boundary stones, Dressing the stone, excavation of pit, fixing in C.C. M100 grade concrete block including and painting stone in white wash. All necessary labour materials, use of equipment and tools etc., for completing the job satisfactorily are included. Mode of Measurement and Payment: The measurement shall be for the number of the guard or boundary stones provided and fixed in concrete in position and painted. The contract shall be for one number of guard/boundary stone fixed.

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Sub Estimate II :-Construction of compound wall on existing column & Beam for public garden in back side

ITEM NO. 1:- Providing IInd class burnt brick masonry with conventional type bricks in cement mortar for super structures upto 5.0 M height above plinth level of building or super structures or first floor including striking out joints on face where plaster is to be done scaffolding curing etc complete. a) In 1: 6 Morter Specifications: - General : This item refers to the work of brick masonry in super structure upto initial lift of 5 m or ground floor. Item to Include : Item includes supply of accepted standard IInd class bricks, all other material viz. cement, sand or fine aggregate, water; all labour; scaffolding; tools and equipment; bailing out the water, mixing of mortar, laying of the brickwork as specified above etc.. The cost of testing, the machinery hire/depreciation charges, charges for scaffolding, curing etc. are deemed to be included in the item rate for the brick work. Item also includes providing openings, fixtures, preparing soffits for beams or other elements, racking of joints on outer surface etc. upto a lift of + 5 m.

Mode of Measurement and Payment : The measurement of brickwork will be on volumetric basis in cubic meter (cum). Deductions for rectangular or circular openings, shall be as per IS : 1200 Item No.2: Providing coping of 1:3:6 concrete over parapet walls, boundary walls, compound walls etc. for the thickness of 10 to 15 cm as specified or as per drawings including shuttering as may be required and embedding glass pieces at close intervals of not more than 3 cm both face with sharp edge pointing upwards after finishing the concrete surface with 1:3 cement mortar. All labour and materials complete. 2.1 General : The item pertains to providing coping in 1:3:6 concrete over parapets, boundary and compound walls. 2.2 Material : Concrete 1:3:6, shall be as per IS:456 of 2000. Glass Pieces : The glass pieces shall be obtained by breaking the glass bottles on site or shall be directly from the vendor if available. The pieces shall be of 3 to 7.5 cm size in breadth and length respectively. The glass pieces shall be sufficiently thick so that they can not be easily broken by hand.

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2.3 Construction : The shuttering above parapets, boundary and compound walls shall be provided for the required thickness, size and shape as specified in the item or drawing or as directed. The concrete 1:3:6 shall be poured in the shuttering for coping and the concrete shall be compacted by roding or by using vibrator and then the desired shape and finishing shall be given on top by using trowels and wooden planks. The shuttering shall be removed immediately after the initial setting of concrete and the same shuttering taken to provide coping in the further length of wall. The green concrete surface of the coping shall be immediately finished with cement mortar 1:3. 2.4 Fixing of Glass Pieces : The broken glass pieces shall be fixed in the finishing mortar and concrete, on both the sides of coping, atleast for the depth of 3 to 4 cm. The sharp edges of the glass pieces shall be protruding out. 12.5 Item to Include : The item includes all material, labour, shuttering, tools and equipment etc. for providing coping of specified thickness and fixing of the glass pieces etc. Mode of Measurement and Payment : The quantity of concrete placed for coping as per the size and shape shall be measured in cum correct upto 2 decimals. The finishing of concrete by mortar and fixing of glass pieces are included in the unit rate of the item which is per cum of concrete provided for coping.

Item No.3: Providing sand faced plaster (sponged external) in cement mortar 1:3 in all positions including base coat scaffolding, keeping the surface of base coat rough to receive sand faced treatment, curing etc. complete. b) 20 mm Thick Two Coats.

General : The item pertains to providing Sand faced plaster in CM 1:3, to external surface or as directed.All the provisions of item Gen/F/1 are applicable except for providing sand facing as specified below.

Sand Faced Plaster : Before commencing the plastering the surface to the

plastered shall be made wet sprinkling water. The patches of mortar, with thickness equivalent to thickness shall be provided on the area to be plastered. It shall be ensured that the surface all such patches is in true level/batter/plumb as the case may be; to achieve this the thickness of patches may vary marginally, but average thickness shall not be less than that specified.

Base Coat : The base coat plaster shall be of cement mortar 1:3. Water proofing

compound of approved make like Pudlo, Sika. Accorproof shall be added according to the maker’s instructions to make the mortar waterproof. The plaster with this mortar shall be laid as specified with thickness as specified. Keys shall be formed on the surface by thoroughly combing it with wavy horizontal lines about 12 mm apart and about 3 mm deep when the mortar is still plastic. The base coat shall be cured for not less than two days.

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Sand Faced Plaster : The cement mortar for sand faced plaster shall have approved sand with slightly larger proportion of coarse material. The proportion of cement to sand shall be 1:3. The water is added gradually to make the mixture homogeneous. The thickness of finishing coat shall not exceed 8 mm. After application, the surface should be finished with a wooden float lined with sponge and trapped gently to retain a coarse surface texture. When the finishing coat has hardened, the surface shall be kept moist continuously for 14 days. Mode of Measurement and Payment : The measurements for sand faced plaster (sponged external) in C.M. (1:3) for finished area shall be measured in sq. meters and shall be paid at the contract rate per sq.meter. Item No.4: Providing and applying cement based paint conforming to IS:5410-1990, two coats over primer or as per manufacturers direction including scrapping, scaffolding, curing etc. complete in any shade. General : The item pertains to providing and applying cement based paint of approved colour to old or new plastered or masonry surfaces for the specified number of coats. Material : The cement paint shall be (conforming to IS:5410) of approved brand and manufacture.The cement paint shall be brought to the site of work by the contractor in its original containers is sealed condition. The material shall be brought in at a time in adequate quantities to suffice for the whole work or at least a fortnight’s work. The materials shall be kept in the joint custody of the Contractor and the Engineer-in-Charge. The empties shall not be removed from the site of work till the relevant item of the work has been completed and permission obtained from the Engineer-in-Charge. Empties shall be property of the contractor.

Scaffolding : 1. Wherever scaffolding is necessary, it shall be erected on double supports

tied together by horizontal pieces, over which scaffolding planks shall be fixed. No bullies, bamboos or planks shall rest on or touch the surface.

2. Where ladders are used, pieces of old gunny bags shall be tied on their tops to avoid damage or scratches to walls.

Preparation of Surface : For New work, the surface shall be thoroughly cleaned of all mortar dropping, dirt dust, algae, grease and other foreign matter by brushing and washing. Pitting in plaster shall be made good and a coat of water proof cement paint shall be applied over patches after wetting them thoroughly. Cement Primer Coat : Cement primer coat is used as a base coat on wall finish of cement, lime or lime cement plaster or on asbestos cement surfaces before oil emulsion distemper paints are applied on them. The cement primer is composed of a medium and pigment which are resistant to the alkalis present in the cement, lime or lime cement in wall finish and provides a barrier for the protection of subsequent coats of oil emulsion distemper paints. The cement primer shall be applied with a brush on the clean dry and smooth surface. Horizontal strokes in both directions shall be given first and vertical strokes in both directions shall be applied immediately afterwards. This entire operation will constitute one coat.

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The surface shall be finished as uniformly as possible leaving no brush marks. It shall be allowed to dry for at least 48 hours, before oil emulsion paint is applied.

Preparation of Mix : Cement paint shall be mixed in such quantities as can be used up within an hour of its mixing as otherwise the mixture will set and thick, affecting flow and finish. Cement paint shall be mixed with water in two stages. The first stage shall comprise of 2 parts of cement paint and one part of water stirred thoroughly and allowed to stand for 5 minutes. Care shall be taken to add the cement paint gradually to the water and not vice versa. The second stage shall comprise of adding further one part of water to the mix and stirring thoroughly to obtain a liquid of workable and uniform consistency. In all cases the manufacture’s instructions shall be followed meticulously. The lids of cement paint drums shall be kept tightly closed when not in use, as by exposure to atmosphere the cement paint rapidly becomes air set due to its hygroscope qualities. In case of cement paint brought in gunny bags, once the bag is opened, the contents should be consumed in full on the day of its opening. If the same is not likely to be consumed in full, the balance quantity should be transferred and preserved in an airtight container to avoid its exposure to atmosphere. Application :

1. The solution shall be applied on the clean and wetted surface with brushes or spraying machine. The solution shall be kept well stirred during the period of application. It shall be applied on the surface, which is on the shady side of the building so that the direct heat of the sun on the surface is avoided. The method of application of cement paint shall be as per manufacturer’s specification. The completed surface shall be watered after the day’s work. 2. The second coat shall be applied after the first coat has been set for at least 24 hours. Before application of the second or subsequent coats, the surface of the previous coat shall not be wetted. 3. For new work, the surface shall be treated with three or more coats of water proof cement paint as found necessary to get a uniform shade.

4. For old work, the treatment shall be with one or more coats as found necessary to get a uniform shade.

5. After painting the surface shall be sprinkled with water for 7 days for curing of the paint. Precaution : Water proof cement paint shall not be applied on surfaces already treated with white wash, colour wash, distemper dry or oil bound, varnishes, paints etc. It shall not be applied on gypsum, wood and metal surfaces. Protective Measures : Doors, windows, floors, article of furniture etc. and such other parts of the building not to be white washed, shall be protected from being splashed upon. Splashing and droppings, if any shall be removed by the contractor at his own cost and the surfaces cleaned. Damages if any to furniture of fittings and fixtures shall be recoverable from the contractor. Item to Include : Item includes all labour, material, equipments such as brushes, scrappers, polish papers etc., scaffolding, cleaning of the area etc. complete as per the specifications. The item also includes removing nails, marking good holes, cracks, patches etc., curing the painted surface for a period of 7 days after final coat.

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Mode of Measurement and Payment: 1. Length and breadth shall be measured correct to a cm. and area shall be calculated in m2 correct to two place of decimals. 2. Corrugated surfaces shall be measured flat as fixed and the area so measured shall be increased by the following percentages to allow for the girthed area. Corrugated asbestos cement sheet 20% Semi corrugated asbestos cement sheet 10% 3. Cornices and other such wall or ceiling features, shall be measured along the girth and included in the measurements. 4. The number of coats of each treatment shall be stated. Not exceeding 50 sqm. each with material similar in composition to the surface to be prepared. 5. Work on old treated surfaces shall be measured separately and so described. The contract rate shall be per sqm area painted including all material and labour involved in all the operations described above.

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Sub Estimate III :- M & R to Road (truck terminous)….. Filling of pot holes in Truck terminus premises ITEM NO. 1:- Supplying 50 mm to 75 mm trap stone oversize metal at the road side including conveying and stacking etc. complete, including all taxes and royalty .

a) Quarry metal

3.1 General : The item provides the supply of specified type of stone metal 50 mm to 75 mm oversize at the roadside including obtaining the rubble from approved sources and quality and hand breaking to size, conveying to the site of work, including all lifts and stacking in regular stacks as 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 extent required for the work from the approved and authorized quarries out of approved quality rubble. He shall, however, obtain the necessary permissions from the competent authorities, pay royalties, duties and if applicable octroi and be liable to pay compensation for any damage caused to the quarries or the land or property and adjoining properties either deliberately or through negligence or otherwise, or from waste of materials in obtaining the requisite quantity of rubble. Blasting, if required, shall be done with utmost care according to specification by obtaining necessary permission for blasting operation from the competent authorities and the contractor shall be fully responsible for any accidents and compensations resulting there from. Alternatively, the contractor shall make his own arrangement for supply of hand broken metal approved by the Engineer-in-Charge. The contractor shall be fully responsible for any and all compensations to be paid as royalty, rents, octroi and duties 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 shall be rejected. The payment of royalty shall be made by the contractor and no reimbursement from MIDC is admissible. 3.2.2 Metal : Quality : The metal of the trap stones shall be hard, tough, sound, durable, dense, clean, of close texture and free from unsound material, cracks, decay and weathering. Their water absorption shall be as low as possible but not more than 2 per cent. They shall generally be hand broken metal. The physical test on metal shall be conducted by Engineer-in- Charge. The cost of such testing shall be inclusive in unit rate of Item.

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Size : The shape of the stone metal shall be regular The stone shall be broken with the smallest dimensions equal to the 50 mm thickness of oversize metal. The longest dimension shall not be more than 75 mm. Before starting collection, the contractor shall get a sample conforming to the required quality shape and size approved from the Engineer-in-Charge who will preserve it in his site office for reference. The size of the metal shall be between 50 to 75 mm 3.3 Conveyance to Site : Materials shall be brought to site for construction. The contractor shall be responsible to see that vehicles used for transporting materials do not drop any of the contents on the road and shall not cause nuisance to traffic. The contractor shall also be responsible for any damage or accident arising out of any such material falling on the road or elsewhere and shall attend and settle to all complaints in this regard. The Engineer-in-Charge may order the removal of such materials at the expenses of the contractor in case of negligence. Vehicles conveying or depositing materials shall not obstruct traffic. All leads and lifts included in the rate for the item. 3.4 Stacking : The metal shall be stacked uniformly along the roadside or as directed in regular stacks of 3 m X 2 m 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 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, inferior or oversize or undersize material. 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 as possible beyond the side widths and the side drains, on even ground or in the absence of such even ground the platforms prepared in advance for the 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 to provide barricading, signs and signals shall 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 at places where narrow width and stacked on the side of the road as directed without interfering with free drainage. The Engineer-in-Charge may, 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. 3.5 Special Points : The contractor shall be responsible for obtaining consent of owners of quarries and lands, payment of royalties, octroi and duties, fees, rents, taxes etc.

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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 also be responsible for the blasting operations required for obtaining the rubble. 3.6 Item to Include : 1) Obtaining metal of approved quality, shape and size from quarry metal, boulder metal, Laterite metal and making payment of royalties, taxes, fees, rents, octroi and duties etc. 2) Conveying to roadside including and all lifts & leads. 3) Stacking. 3.7 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 specified to be 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 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 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 heap, 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 summarily. All labour, materials etc. required for measuring, restacking, checking, lime washing, etc. shall be at the cost of contractor.

ITEM NO. 2:- Supplying 40 mm trap stone metal at the roadside including conveying and stacking complete including all taxes and royalty. a) Quarry metal b) Boulder meta l 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:

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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 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

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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 all lead and all lifts. 3) Stacking. 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

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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.

ITEM NO. 3:- Spreading in compact layers oversize and size metal to the required camber and gradient. 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.

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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. 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.

ITEM NO. 4:- Earthwork in embankment with good quality murum having CBR not less than 8, obtained by the contractor from his borrow areas including all lifts and leads as specified below, including laying in layers of 20 to 30 cm, breaking clods and dressing to the required lines, curves, grades and sections, including payment of royalty charges to the Govt. of Maharashtra.

a) For any Lead

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

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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.

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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.

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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. 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.

ITEM NO. 5:-

Spreading hard murum, or blindage collected in roadside stack over the top of soling or oversize metal or size metal including evening it into top of crevices (Road side stacks of murum will be measured including voids without deducting allowance for compaction, separately and paid for under relevant item of embankment of road whichever is applicable.) General : The item provides the labour for spreading hard murum or blindage from the roadside stacks over soling / oversize metal / size metal. Material : The murum or blindage shall be confirming to the approved quality.

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 ofr 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

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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 making 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. Item to Include : Conveying the hard murum or blindage from the roadside stacks and spreading evenly to the required depth, width and section. All labour tools and equipment required for the satisfactory completion of the item shall be provided by contractor. 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. Item No. 6 :- Watering over Sub-grade consisting of Soling and / or oversize metal. 11.1 General : The item provides the watering over soling, oversize and size metal. 11.2 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. 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. 11.3 Item to Include : All clean water, material, machinery, equipment, labour, taxes etc. shall be included in the rate. Mode of Measurement and Payment : The measurement shall be the area of road surface watered in sqm. up to two decimals. The payment shall be at the rate per sqm. Item No. 7 :- Watering over size metal and blindage during consolidation by 8 to 10 tonne roller over final surface of size metal and blindage until proper interlocking etc. complete. b)With 8-10 tonne roller 4.1 General : The item provides watering and compacting to the final surface of size metal and blindage until proper interlocking.

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4.2 Material and Equipment : Water to be used shall be free from 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 shall be used for proper compaction. 4.3 Watering : Small fillets shall be constructed on either edges of metal width so that the water sprinkled will not flow away. Only just sufficient water as is necessary shall be sprinkled uniformly with the help of water tanker and sprinkler over the size metal and blindage so as to obtain maximum compaction with the type of rolling adopted without total crushing of the metal. The water shall be used profusely. The roller shall move in plastic murum slurry which will penetrate into crevices 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 ordinary or vibratory roller of 8 to 10 tonnes capacity as directed by the Engineer-in-Charge. The rolling shall begin with the outside rear wheel of the roller covering equal parts of shoulder & metal & the roller shall be run forward and backward, until the shoulder holds the metal firmly. The rolling shall then progress 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 & shall continue until all the surfaces has been rolled by the rear wheels till the impression of the rear wheels does not appear. Side fillets shall be raised to avoid water flowing away. ‘V’ groove excavated on either edges of metal width will avoid sliding metal beyond width of metal and edge will remain in straight line. On super elevations, the rolling shall be started at the inner edge and carried towards the outer edge. In all cases, the correct cross section of the road as required at straight portions, super elevations and transitions shall be obtained on final rolling. During and after rolling the sections and grades shall be checked with camber 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 be stopped in 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 parked on the side width of the road and shall be guarded by the watchman and conspicuous barricades. Red light shall be hanged on the roller 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 under the roller and no more compaction can be achieved. This state can be judged by, i) Metal ceasing to move in the front of the roller. ii) Crushing of the metal with further rolling or iii) Loaded bullock cart leaving no identation 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. 4.6 Wet Rolling : Small murum fillets shall be constructed on either edges of the metal width. The rolled surface shall then be watered freely and rolled again. Blindage shall then be spread to a uniform thickness of specified thickness as directed by the Engineer-in-Charge and further rolling done to pack the interstices

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with blindage. Watering shall be done profusely as directed by Engineer-in-Charge and the surface finally rolled to the satisfaction of Engineer-in-Charge. The fillets constructed on either edges of metal width will avoid the water flowing away. The roller shall move in plastic murum slurry which will penetrate in the crevices in the metal and bond will be developed in the metal. 4.7 Item to Include : all material, machinery equipment, labour, taxes etc. shall be included in the rate. Mode of Measurement and Payment : The measurement shall be taken of the area of road surface watered and compacted, in sqm upto two decimals. The payment shall be at the rate per sqm.

Item No. 8 :- Consolidation over sub-grade consisting of soling and/ or oversize metal, and hard murum, by 8-10 tonne roller until proper interlocking etc. complete.

a) With 8-10 tonne roller

12.1 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. 12.2 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 roller 8 to 10 tonne 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. 12.3 Compaction of Oversize, Size Metal and Murum : The compaction shall

be done with a 8-10 tonne ordinary or vibratory roller of 8 to 10 tonne capacity 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 then progress 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

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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. 12.4 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. 12.5 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. 12.6 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. 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.

ITEM NO. 9 :- Spreading blindage collected in roadside stack, over metal, including brooming to fill in interstices (road side stacks of soft murum including voids without deducting for allowance for compaction will be measured separately and paid under relevant item of embankment of road whichever is applicable) General : The item provides the labour work for spreading hard murum or blindage from the roadside stacks. Material : The murum or blindage shall be confirming to the approved quality

granular murum.

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Spreading Hard Murum : The hard murum or blindage shall be clean and then spread evenly over the rolled metal surface by giving a twisting motion to the basket at the time of spreading. In order toensure 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 uniform curves. Item to Include : Conveying the hard murum or blindage from the roadside stacks and spreading evenly to the required depth, width and section. All labour tools and equipment required for the satisfactory completion of the item. Mode of Measurement and Payment : The quantity spread shall be calculated by deducting the quantity in balance on site from the total collection of stacks 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 as per satisfaction of Engineer-in-Charge.

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