VOLUME -1 FORM B-1kidc.maharashtra.etenders.in/tpoimages/kidc/tender/tender43.pdf53 -- 4 Sr. No. Particulars Pages From To ... Scanned copy MVAT Registration Certificate in appropriate

1

FOR OFFICE USE ONLY B-1 TENDER No.......... For the year 2011- 2012

KONKAN IRRIGATION DEVELOPMENT CORPORATION THANE. (A GOVERNMENT OF MAHARASHTRA UNDERTAKING)

CHIEF EXECUTIVE DIRECTOR

Konkan Irrigation Development Corporation, Thane

CHIEF ENGINEER Water Resources Department, Konkan Region, Mumbai

SUPERINTENDING ENGINEER, KONKAN IRRIGATION CIRCLE, RATNAGIRI

VOLUME -1

FORM B-1

: NAME OF WORK :

Construction of Aqueduct @ Ch. 990 For Arjuna Right Bank Canal Km. No. 1 ; Tal:- Rajapur, Dist.:- Ratnagiri.

TENDER DOCUMENTS

EXECUTIVE ENGINEER, IRRIGATION PROJECT CONSTRUCTION DIVISION

RATNAGIRI

2

KONKAN IRRIGATION DEVELOPMENT CORPORATION THANE SINCHAN BHAVAN, KOPARI - THANE.

(A GOVERNMENT OF MAHARASHTRA UNDERTAKING)

CHIEF ENGINEER Water Resources Department, Konkan Region, Mumbai

VOLUME -1

FORM B-1

TENDER DOCUMENTS

1

FOR OFFICE USE ONLY B-1 TENDER No.......... For the year 2011- 2012

KONKAN IRRIGATION DEVELOPMENT CORPORATION THANE. (A GOVERNMENT OF MAHARASHTRA UNDERTAKING)

CHIEF EXECUTIVE DIRECTOR

Konkan Irrigation Development Corporation, Thane

CHIEF ENGINEER Konkan Region, Mumbai

WATER RESOURCES DEPARTMENT

KONKAN IRRIGATION CIRCLE, RATNAGIRI

IRRIGATION PROJECT CONSTRUCTION DIVISION

RATNAGIRI

VOLUME -1

FORM B-1

TENDER DOCUMENTS

: NAME OF WORK : Construction of Aqueduct @ Ch. 990 For Arjuna Right Bank Canal Km. No. 1 ; Tal:- Rajapur, Dist.:- Ratnagiri.

2

I N D E X

Name of Work :- Construction of Aqueduct @ Ch. 990 For Arjuna Right Bank Canal Km. No. 1 ; Tal:- Rajapur, Dist.:- Ratnagiri.

Pages Sr. No. Particulars From To

Certificate -- --

Press Tender Notice -- --

Detailed Tender Notice -- --

Detailed Tender Notice, Information and instructions for tenderers

1. Invitation 5 --

2 Eligibility 6 8

3 Details of works 8 --

4 Issue of Blank tender form 8 --

5 Pre tender conference 8 --

6 Revision of amendments of tender document 9 --

7 Manner of submission of tender and its accompaniments 9 --

8 Opening of tenders 9 11

9. Instructions for submission of Envelope No. 1 11 --

10. Instructions for submission of Envelope No. 2 12 14

11. Tender Units 14 17

12. Corrections 17 --

13. Signing of tender documents 17 --

14. Acceptance of tender 17 18

15. Validity of 120 days 18 --

16. Completion of tender documents 18 --

17. Language 19 --

18. License under Contract Labour 19 20

3

Pages Sr. No. Particulars

From To

Annesure – A 20 --

A) Description of the project 20 --

B) Climatic conditions 20 --

C) Scope of the work 20 --

D) Information about work site 21 --

1. Details of work 22 --

2. Information for obtaining tender papers and its submission 23 --

3. Work and site conditions 24 --

4. Period of completion and programme of work 24 --

5. Updated estimated cost of work 24 --

6. Earnest Money / Security Deposit 25 --

7. Price Variation Information 25 --

8. Requirement of Machinery 25 --

Form B-1 26 --

1. Form B-1 27 34

2. Schedule A & B 35 43

3. Schedule C 44 47

4. Construction Programme 48 49

Appendix 50 --

1 Appendix A - Details of technical personnel with the contractor

51 --

2 Appendix B - Details of Plants and Machinery immediately available with the tenderer

52 --

3 Appendix C - Details of other works of similar type and magnitude carried out by the tenderer

53 --

4

Pages Sr. No. Particulars From To

4 Appendix D - Details of other works tendered for and in hand on the date of the submission of tender

54 --

5 Appendix E - Details of Plants and Machinery proposed to be used for work but not immediately available with the tenderer

55 --

6 Appendix F - Declaration of the Contractor 56 --

7 Appendix G - Model form of Bank Guarantee Bond 57 58

8 Appendix H - Indenture for secured advances -- --

9 Appendix I - Professional Tax Clearance Certificate 59 60

10 Appendix J – Agreement 61 62

11 Conditions of Contract - B-1 Form 63 105

12 Special Conditions of contract 106 142

13 General Specifications 143 166

14 Itemwise Specification 167 197

15 Drawings -- --

5

VOLUME - I 2

SECTION - 1

DETAILED TENDER NOTICE INFORMATION AND INSTRUCTIONS FOR

TENDERERS

6

DETAILED TENDER NOTICE

KONKAN IRRIGATION DEVELOPMENT CORPORATION THANE

1.0 INVITATION :

Sealed Tenders in B-1 Form are invited by Executive Engineer Irrigation Project Construction Division Ratnagiri from the contractors registered with the Public Works Department of Govt. of Maharashtra in appropriate class as stated in Annex 'A'.

1.2 DEFINATION AND INTERPRETATIONS :

In this tender documents, the following terms shall have the meanings hereby assigned to them except where the context otherwise requires.

(a) "Corporation" shall mean the Konkan Irrigation Development Corporation, Thane acting through it's Executive Director, as defined in Maharashtra Act III of 1998. Konkan Irrigation Development Corporation, Thane is a body corporate constituted under the Maharashtra Act III of 1998 and has been established by the notification published in the Gazette of Irrigation Development dated 6-1-1998.

The head quarter of the Konkan Irrigation Development Corporation Thane (Konkan Irrigation Development Corporation Thane for short and hereinafter referred to only Corporation) is Thane

The official postal address for correspondence is as under.

The Office of the Chief Engineer W.R.D. ( Konkan Region) Hong Kong Bank Building, 4th floor, Hutatma Chowk, Mumbai 400001.

7

b) "Engineer-in-charge" shall mean the Executive Engineer in charge of the works and shall also include the Superior Officers of the Engineering Department of the Corporation i.e. Superintending Engineer, Konkan Irrigation Circle, Ratnagiri, Chief Engineer, Konkan Region, Mumbai or the Executive Director, Konkan Irrigation Development Corporation, Thane.

c) "Executive Director" shall mean Executive Director, Konkan Irrigation Development Corporation, Thane.

d) "Chief Engineer" shall mean Chief Engineer, Water Resources Department, Konkan Region, Mumbai.

e) "Superintending Engineer" shall mean Superintending Engineer, Konkan Irrigation Circle, Ratnagiri.

f) "Executive Engineer" shall mean Executive Engineer, Irrigation Project Construction Division, Ratnagiri

g) "Engineer's representative" shall mean the Sub-Divisional Engineer/Sub Divisional Officer/Assistant Engineer (Grade I), Assistant Executive Engineer who is the direct in-charge of the works and shall include any Civil Engineer of the Corporation.

h) "Contractor" shall mean the person, firm or company who enters into contract, with the Corporation and shall include any Civil Engineer of the Corporation.

i) "Contract" shall mean and include agreement having three columns as below:

Volume I II & III Tender Documents, specifications & Drawings

j) "Work" shall mean the work to be executed in accordance with contract.

k) "Specification" shall mean the specifications for material and works as specified in specifications of contract.

l) "Drawing" shall mean prints of the maps, drawings, plans in Volume-lII of the contract and shall include any modifications of such drawings and any further drawings as may be issued by the Engineer-in-charge from time to time.

8

m) "Site" shall mean the land and the other places on, under, in or through which the works are carried out and any other lands or places provided by the Corporation.

n) "Defect (s) liability period" shall mean period of 24 months from the date of issue of completion certificate by the Engineer-in-charge.

Singular and plural :

Words imparting the singular number shall also include the plural and vice versa where the context requires. Headings and marginal headings. The headings and the marginal headings in the contract are solely for the purpose of facilitating references and shall not be deemed to be part thereof or taken into consideration in the interpretation of construction thereof or of the contract.

2. ELIGIBILITY :

(i) Blank Tender forms will be download & upload only to those contractors who are on approved list in appropriate class with P.W.Dept, Govt. of Maharashtra and who qualify in bid capacity and should submit qualification letter received from competent authority.The application forms form of bid capacity.

3. DETAILS OF WORK:

The estimated cost, earnest money deposit, class of contractor, period of completion of work and other information is given in Annex 'A' of this section.

4. ISSUE OF BLANK TENDER FORMS:

Information regarding the work for which the tenders are invited as well as blank tender forms can be obtained from downloading on web site http://kidc.maharashtra.etenders.in. Cost of blank tender formats should be submitted in a form of D.D. on Bank of Maharashtra, Kuwarbav Branch payable to Executive Engineer, Irrigation Project Construction Division, Ratnagiri. Blank tender forms shall be issued to those contractors as explained in para 2 above. The name of the office, the period of issue of tender forms and their costs are given in Annexure "A" of this section. Payment by the cheque will not be accepted.

9

5. PRE TENDER CONFERENCE:

Pre-tender conference open to those Contractors who have qualified in bid

capacity and whose photo copy of D.D. towards the cost of blank tender form

is received in the office of the Executive Engineer , I.P.C. Division, Ratnagiri.

upto previous date i.e. and having proof of identity for authorisation along with

the proof showing that the tender is required appropriate class of govt. of

Maharashtra period of validity .

1) 2) The prospective tenderers are free to ask for any additional clarification either in writing or orally and the reply to the same will be given by the Chief Engineer/Superintending Engineer, Konkan Region - Mumbai. in writing and these clarifications referred to as common set of conditions, shall form part of the tender documents and which will also be common and applicable to all tenderers.

3) The tender submitted by the tenderer shall be based on the classifications issued (if any) by the Corporation and this tender shall be unconditional. Conditional tenders will be summarily rejected as non-responsive.

4) All tenderers are cautioned that the tenders containing any deviation from the contractual terms and conditions, specifications or other requirements and conditional tenders will be rejected as non responsive.

6. REVISION OR AMENDMENTS OF TENDER DOCUMENTS:

Right is reserved to amend the tender documents prior to last date notified for the issue of tenders and such revisions or amendments or extensions shall be communicated to all concerned by post and by notice in the press as may be considered suitable.

Tenderer shall be presumed to have carefully examined all documents, forms, statements, special conditions, schedules, drawings and specifications of contract and to have fully acquainted himself with all details of the site, quarries for rubble, sand, earth work etc. locations of materials, river and weather characteristics and labour conditions in general and with all the necessary information and data etc. pertaining to and needed for the work prior to tendering for the work.

7. MANNER OF SUBMISSION OF TENDER AND ITS ACCOMPANIMENTS :

The tender is to be upload in two separate envelope. The first envelope shall

10

clearly marked as Envelope No.1.

a) Envelope No. 1

The first Envelope marked, as 'Envelope No.1' shall contain the following documents should be upload on sub portal of KIDC.

i) Scanned copy of EMD in form of Demand Draft on the Bank of Maharashtra, Kuwarbav branch payable to the Executive Engineer, Irrigation Project Construction Division, Ratnagiri or Valid certificate of exemption for payment of earnest money shall be upload.

ii) Scanned copy certificate in original or certified copy thereof as an registered Contractor with the Public Works Department of Government of Maharashtra in and above, even though submitted earlier while issuing the tender form.

iii) Scanned copy MVAT Registration Certificate in appropriate form as provided by Maharashtra Value Added Tax 2005. The MVAT on transfer of Property in goods involved in the executive of works contract's (Re-enacted) from Sales Tax Department MVAT clearance Certificate from concern Dept.

iv) Scanned copy Power of Attorney

v) The Contractor shall have to produce the scanned copy of certificate of Registration under sub-section (I) of Section 5 of Maharashtra State Tax of Professions, Trades, callings and Employment Act 1975 (See rule 3(2) from the Professional Tax Officer of the concerned District. The contractor shall have to submit information regarding proof of payment of Professional Tax and clearance certificate in the format vide Appendix-I. The list of all the employees shall also be enclosed in the same format as prescribed in Appendix "A" which shall include office and the field staff and those operating machinery and equipment.

vi) The tenderer shall submit the scanned copy of non-judicial stamp paper of Rs.100/- on agreement in the form of Appendix "J" or due and fulfillment of the contract. The tender will not be accepted in absence of such agreement.

b) ENVELOPE NO.2 - TENDER :

The second envelope clearly marked as 'Envelope No.2' shall contain the main tender( Vol.I,II,III) including the common set of conditions/stipulations issued by the corporation after the pre-tender conference and bank guarantee for additional Earnest Money Deposit as required. A tender

11

submitted without this would be considered as invalid.

The tenderer should quote his offer in the form of percentage below or above of estimated cost given in Schedule "B" part I, at appropriate place in B-1 form. He should not quote his offer anywhere directly or indirectly in Envelope No. 1 failing which the envelope No. 2 shall not be opened and this tender shall stand rejected. The contractor shall quote for the work as per details given in the main tender. The tender shall be unconditional Documents as required in Clause 10(iv) of this Detailed tender notice,

c) SUBMISSION OF TENDER:

The date and time for receipt of envelope containing tender shall strictly apply in all cases. The tenderers should ensure that their tender is uploaded properly . No delay on account of any cause will be entertained for the late receipt of the tender. Tender offered or received after the stipulated date and time is over, will either not be accepted or if inadvertently accepted, will not be opened .

8.0 OPENING OF TENDER:

On the date specified in the tender notice, following procedure will be adopted for opening of the tender.

8.1 ENVELOPE NO. 1:

First of all Envelope No.1 of the tenderer will be opened to verify its contents as per requirements. For the purpose of this particular contract, the tenderer shall meet the requirement as stated at Sr.No.8 in Annex "A". If the various documents mentioned in clause 7(a) are not enclosed or verification of the same do not meet the requirements, a note will be recorded accordingly by the tender opening authority and the said tender's Envelope No.2 will not be considered for further action, but the same will be recorded. Decision of the tender opening authority shall be final in this regard.

8.2 ENVELOPE NO. 2 :

This envelope shall be opened immediately after opening of Envelope No. 1 only if the contents of the Envelope No.l are found to be acceptable to the Corporation. The tenderer percentage above or below shall then be read out. The quantities and rates of the additional anticipated items as

12

quoted by tenderer in Part II of Schedule 'B' shall also be read out.

9.0 INSTRUCTIONS FOR SUBMISSION OF ENVELOPE NO. 1 :

Documents to be submitted in Envelope No.1 shall confirm to the instructions given below.

(i) (a) EARNEST MONEY:

All tenderers shall pay the entire EMD as below.

A scanned copy of each tender should be accompanied . 1) Rs. 3.59 lakhs (Rs.Three lakhs fiftynine thosand only) in the form of

Demand Draft payable in the Bank of Maharashtra, Branch Kuwarbav,

Ratnagiri duly crossed in the name of Executive Engineer, Irrigation Project Construction Division, Ratnagiri

2) Valid Exemption Certificate issued by the competent authority for payment of E.M.D. will be accepted.

(i) (b) ADDITIONAL EARNEST MONEY :

In case contractor's offer is less than 90% of the updated estimated cost as stated at Sr.No.5 of Annex A, additional earnest money in the form of irrecoverable Bank Guarantee for a period of 90 days from the date of submission of tender and for an amount equal to the difference of the contractor's offer and 90% of the updated estimated cost as stated above, shall be enclosed in Envelope No.2. Non submission of Bank Guarantee of required amount shall make the offer invalid and shall stand rejected. The Bank Guarantee shall be from any Nationalised/Scheduled Bank's branch situated in the State of Maharashtra.

The earnest money shall not carry any interest what so ever. The earnest money will be refunded (and Bank Guarantee, if any will be released) in the case of tenderers whose tenders are not accepted, only after completion of all formalities in respect of accepted tender or in case of expiry of validity of offer. When specially withdrawn by the tenderer. In the case of successful tenderers the earnest money will be refunded after completion of contract documents and payment of Security Deposit as per required.

13

iii) (a) SECURITY DEPOSIT:

A sum as mentioned ( 2.5 % of contract price ) in printed B-l Tender form at para (e)(i) of Memorandum will have to be deposited in cash by the Contractor at the time of completing the contract documents, if his tender is accepted by the Corporation.

OR

Demand Draft duly crossed in the name of Executive Engineer, Irrigation Construction Division, Ratnagiri payable at Bank of Maharashtra, Kuwarbav branch. In lieu of Security Deposit mentioned above, Corporation securities, Corporation bonds in the prescribed form as may be approved by corporation from time to time, standing in the name of tenderer shall be accepted if pledged as Security Deposit in the name of Executive Engineer as stated at Sr.No. 2 of Annex 'A' of this section.

OR

The earnest money deposited by the contractor with his tender will be retained by the Corporation as part of Security Deposit if tenderer requests in writing to that effect. The balance to make up this Security deposit may unless otherwise specified in the special conditions, be deposited by the contractor in the form of irrevocable Bank Guarantee or Cash or in the form of bonds/cash certificate of Corporation.

The Security Deposit will be retained by the Corporation for the due and faithful fulfillment of the contract by the contractor. In addition to the sum as above, ( 2.5 % of contract price ) sum as Security Deposit will be deducted from running account bills at the rate shown at Memorandum para (g) in B-l tender form. The sum of Security Deposit made from the running account bills, will remain the form of cash of Corporation Securities standing in the name of the Executive Engineer.

(ii) (b) ADDITIONAL SECURITY DEPOSIT :

In case contractor's offer is less than 90% of the updated estimated cost as stated at Sr.No.5 of Annex A. Additional Security Deposit in the form of irrevocable Bank Guarantee from a Nationalised or Scheduled Bank's Branch situated in the State of! Maharashtra for a period equal to period of contract, and for an amount equal to the difference of the Contractor's offer and 90% of the updated cost as stated above shall be submitted to the Engineer-in-charge at the time of completion of tender documents.

14

Non-submission of the above Additional Security Deposit will result into forfeiture of the E.M.D. and Additional E.M.D.,

Security Deposit will be refunded after expiry of the defect(s) liability (maintenance period as stipulated in the contract.)

(iii) INCOME TAX :

Income tax is to be deducted from the sums to be paid to the contractor for the works carried out at 2% of the gross amount, and surcharge on Income Tax as prevailing Government orders from time to time.

(iv) MAHARASHTRA VALUE ADDED TAX:

MVAT Registration Certificate in appropriate form as provided by Maharashtra value added Tax Act 2005. MVAT on transfer of Property in goods involved in the execution of works contractor's MVAT Certificate from concern Dept. should be attached which is valid on the date fixed for the receipt of tender. The applicable Tax under MVAT 2005 will be deducted from the bill as per the G.R.

(v) PROFESSIONAL TAX:

Certificate of registration with the professional tax officer of the District in Form 1 A, certificate of registration under Section 5(1) and 5(2) of the Maharashtra Sales Tax on professions, trades, ceilings and employment Act No.XVI of 1975. Forms is attached separately it should also be made clear that the employee's shall be all those who received the wages/salaries from the tenderer and shall include the office and field staff and those operating the machinery/equipments. This also insure that the machinery said to deployable for the subjected work is really in the ownership of the tenderer.

(vi) LABOUR PROVIDENT FUND :

The contractor must have been registered with the appropriate labour provident fund authorities. Similarly, according to the labour provident fund Act, the contractor shall furnish a certificate from labour provident fund. Authorities about this having paid due provident fund amount.

10. INSTRUCTIONS FOR SUBMISSIONS OF ENVELOPE NO. 2 :

Documents to be submitted in Envelope No.2 shall confirm to the instructions given below.

15

(i) CONTRACTOR TO INFORM HIMSELF FULLY :

The tenderer shall be deemed to have fully acquainted himself with the work and site conditions and carefully examined the special conditions, the specifications, schedules and drawings and shall be deemed to have fully informed himself regarding the local conditions. The tenderer shall also be deemed to have fully acquainted with the various leads and lifts involved in the works and materials of construction as well as shall be deemed to have fully acquainted with his own various quarries for construction materials, their availability and adequacy etc.

(ii) CONDITIONAL TENDER :

Conditional tenders will be summarily rejected. The tenders which do not fulfill any of the conditions of the notified requirements laid down in this detailed tender notice, the general rules and directions for the guidance of the tenderers as mentioned in the B-l form or are incomplete in any respect are likely to be rejected without assigning reasons therefore.

The provision of price variation in Para 33 of Special Conditions of Contract shall be applicable for the work executed under additional items of Schedule B. The provision and clause 38 of conditions of contract - Quantity variation clause will not be applicable to the additional anticipated item in Schedule B of Part II.

(iii) TENDERED RATE :

The tenderer should quote his offer in the form of percentage above or below the estimated cost, entered in Schedule "B" Part I, at appropriate place in B-l form, both in figures as well as in words in English. The percentage will not apply to Schedule "B" Part-11. In case there is difference between the percentage quoted as expressed in words and in figures, the percentage as expressed in words will be taken as correct irrespective of whether it is lower or higher than that expressed in figure. No alteration in the form of tender and in schedule of quantities will be permitted except Schedule 'B' Part-II. The percentage mentioned in the tender shall be taken as applying to all conditions of weather and will be inclusive of all taxes if any. The percentage should be written in words in one line only as far as possible.

All the additional items (s) as many as foreseen by the tenderer with quantity(es), rate(s), amount(s) and the detailed description shall be entered into by the tenderer in the space provided below Schedule 'B'

16

part-II Anticipated. additional sheets, if required by him and sign the sheets, which will form the part of the tender.

The specification for the additional items as foreseen by the tenderer shall be in confirmative with the nearest comparable items stipulated in the hand book of standard specification (PWD) and the applicability shall be decided before the acceptance of the tender. The amount of all the items of Part-1 of Schedule 'B' with percentage (+ or -) and the amount of Part-II or schedule "B" will be totaled and this will be considered as the offer of the tenderer. The work in additional items in schedule B part -II shall be paid for only when executed. The quantities of these items shall be fixed.

(iv) JUSTIFICATION OF RATE

If the percentage quoted by the tenderer is less than 90% or more than 110% of the updated estimated cost as stated at Sr.No.5 of Annex 'A', then the tenderer shall furnish his detailed justification in Envelope No.2 in order to establish the workability reasonableness of the rates. Tenderer shall also submit additional information in justification of his offer wherever called for by the Corporation, without which the offer will not be considered.

(v) QUANTITIES PUT TO TENDER:

The Schedule 'B' (Schedule of Quantities and Bid rates) of the tender is made up of two parts as below :

1. Part I- Items as put to tender by the Corporation.

2. Part II- Anticipated Additional Items as foreseen by the tenderer (Refer Note No. 5 and 10 under Schedule 'B')

The quantities given in Schedule 'B' Part 1 as put to tender by the Corporation for various items therein are approximate as some of the items of works put to tender are likely to be executed departmentally till the contract agency is fixed. Such quantities which would be executed till the fixation of contract agency will stand deducted from the quantities entered in the Schedule B at the time of completing the tender documents by the contractor. The Contractor should take cognizance of this fact and no claims will be tenable on account of such reduction in quantity.

The quantities of items on which the Department has carried out the work, as measured on the date of work order shall stand deducted from the quantities stipulated in Schedule B Part I, as put to tender by the

17

Corporation for the purpose of application of the stipulation of Clause 38 of Conditions of contract of the tender.

11. TENDER UNITS :

The tender has been invited under the Metric System of measurements. The tenderer should particularly note the units mentioned in Schedule B on which rates are to be based.

12. CORRECTIONS :

No corrections should ordinarily be made in the tender documents. Any corrections in the entries made by the tenderer should be by crossing the incorrect portion and writing the corrected portion above and each such correction shall bear the attestation of the tenderer.

13. SIGNING OF TENDER DOCUMENTS :

The tender shall contain the name, residence and place of business of person or persons making the tender and each page of tender document including drawings, shall be signed by the tenderer with his full dated signature.

The tender by partnership firm shall furnish the full names of all the partners in the forwarding letter. The letter shall be signed by the partner or by an authorized representative followed by the name and designation of the person signing. An attested copy of the partnership deed shall be furnished. Tender by Company shall be signed with the legal name of the company and signed by the persons authorized to sign in the matter.

Whenever whether in the submission of the tender or later, in other matters the signatures are made by one person on behalf of the company the tenderer shall supply an attested copy of the power of attorney.

Witness shall be persons of status and probity and their names, occupations and addresses shall be stated below their signatures. All signatures shall be dated.

The tender is also liable to be rejected outright if while submitting:

i) The tenderer proposes any alteration in the work specified in the tender or in the time allowed for carrying out the work in any other conditions.

ii) Any of the pages of tender are removed and/or replaced.

18

iii) Any erasures are made by the tenderer in the tender.

iv) All corrections and additions or pasted slips are not signed by the tenderer.

v) Tender in the case of form, each partner or the person holding the power of attorney should sign as witness in B-1 tender form at the space provided for the purpose.

14. ACCEPTANCE OF TENDER :

Acceptance of tender will rest with the authority, as indicated in Annex 'A' of this section, who reserves the right to reject any or all tenders without assigning any reasons. The acceptance of the tender may be intimated to the contractor by letter. Such intimation shall be deemed to be an intimation of acceptance of tender. The tenderer whose tender is accepted will have to complete the contract form within 15 days of being notified to do so and shall abide by all the rules and regulations and special conditions enumerated therein or attached herewith. In the event of failure of the tenderer to sign the agreement within, the stipulated time, the earnest money including additional earnest money if any, paid by him shall be liable to be forfeited to Corporation and the acceptance of the tender shall be liable to be considered as withdrawn. In that event the work will be awarded to next or any other contractor to whom the Corporation considers suitable.

15. VALIDITY FOR 120 DAYS :

The offer shall remain valid for a period of 120 (One hundred twenty) days from the date of the opening of tender, and thereafter until it is withdrawn by notice in writing by the tenderer, duly addressed to the authority as stated at Sr. No. 2.10 of Annex 'A1 of this section. And sent by R.P. A.D. If the acceptance of tender is not communicated within 120 days or before and if the offer is withdrawn by the contractor as aforesaid, earnest money paid in cash shall be refunded in full.

16. COMPLETION OF TENDER DOCUMENT:

While completing tender documents, the contractor must invariably complete appendices included in the tender documents giving correct information. However this information shall have to be submitted by the contractor in the prescribed formats separately in Envelope No. 1 as per provisions of Paragraph 7 of the Detailed Tender Notice.

19

17. LANGUAGE:

The language of all correspondence regarding this work shall be English only. However, correspondence in Marathi will also be accepted.

18. LICENSE UNDER CONTRACT LABOUR (REGULATION AND ABOLITION ACT) 1970:

18.1 The successful tenderer should produce to the satisfaction of the competent authority accepting the tender a valid and current license issued in his favour under the provisions of contract Labour (Regulation and Abolition) Act, 1970 and the Maharashtra Contract Labour (R & A) Rules 1971, before signing the contract. On failure to do so acceptance of the tenderer will be withdrawn and also the earnest money and additional earnest money deposit, if any, will be forfeited to Corporation.

18.2.1 The successful tenderer should produce to the satisfaction of the competent authority accepting the tender valid and current MVAT clearance certificate as required under the Government of Maharashtra current MVAT clearance certificate as required under Government of Maharashtra Public Works Department. Resolution No. B.D.G. 2005/P.K.324/ Building-2, Dt. 3rd March 2006 from concern department before signing the contract on failure to do so the acceptance of the tender will be withdrawn and the earnest money deposit and additional earnest money, if any, will be forfeited to the Corporation.

19. CONDITIONS RELATING TO INSURANCE :

Contractors shall take out necessary Insurance Policy/ Policies so as to provide adequate insurance cover for execution of the awarded contract work from the " Director of Insurance, Maharashtra State, Mumbai - 400051 only. Its postal address for correspondence is "264, MHADA Opp. Kalanagar, Bandra (E) Mumbai - 400 051. (Tel No. 022-2643803) (FAX 022-26434461/022-26438690)

Insurance policy/policies taken out from any other company will not be accepted. However, if the contractors desire to effect insurance with the local office of any Insurance Company the same should be under the coinsurance cum servicing arrangements approved by the Director of Insurance. The policy taken out by the contractors is on co-insurance basis (G.I.F. 60 % and Insurance Company 40 %) the same will not be accepted and the amount of premium calculated by the Director of Insurance will be recovered directly from the amount payable to the contractors for the executed contract work, which may be noted.

20

ANNEX - A

TO SECTION I - DETAILED TENDER NOTICE INFORMATION AND INSTRUCTIONS

A) DESCRIPTION OF THE PROJECT :

Name of Work :- Construction ofAqueduct @ Ch. 990 For Arjuna Right Bank Canal ; Tal:- Rajapur, Dist.:- Ratnagiri.

B) CLIMATIC CONDITION :

The work site is situated in heavy rainfall zone at elevation ranging from R.L. 130 to R.L. 150 Mtrs. approximately above main sea level. The rainy season normally commence from about early June and lasts up to about end of October. A few sporadic pre monsoon and post monsoon showers however can not be ruled out and some of these can be quite heavy. the annual average rainfall in the season normally varies from 4000 mm to 6000 mm. The post monsoon is about 10% of monsoon. The river flows normally with high flood between 15th June to 15th September. The high floods normally experienced at the end of July to 1st week of August.

C) Scope of works : The work consists of - Construction of Aqueduct @ Ch. 990 For Arjuna Right Bank Canal Km. No. 1 ; Tal:- Rajapur, Dist.:- Ratnagiri.

Following are few major items to be carried out.

SI. Particular

1 Excavation in soft strata 12100 cum

2 Excavation in Hard rock 700 cum

4

Concrete Work M 15,20,25

7000 cum

5 Epoxy Grouting 1600 Kg.

6

Neoprene bearing

165000 Cu. cm.

7

Water tightness Testing 12 No.

8

M.S. reinforcement

550.00 MT.

21

D) INFORMATION ABOUT WORK SITE :

The information on following points is given in this Annex.

Sl Particular Specification

1 Location of work Village Karak, which is 93 kms from district place Ratnagiri and 40 kms from taluka place Rajapur

2 Nearest Railway station Vilawade

3 Roads Approachable by all weather roads.

4 Telephone and Telegram facility @ Village - Pachal

5 Petrol and Diesel Pumps @ Khadikolwan, which is 7 kms away from Pachal.

6 Land Acquisition Land is in possession of Deptt.

22

1. DETAILS OF WORK : (Para 3 of Detailed Tender Notice)

1.1 Name of work : Construction of Aqueduct @ Ch.

990 For Arjuna Right Bank Canal ; Tal:- Rajapur, Dist.:- Ratnagiri.

1.2 Estimated cost/Tender cost : Rs. 71795094.00 1.3 Earnest Money (EMD) : Rs. 359000.00 :

Additional EMD (if required) (To be assessed and paid as per para 9(i)(B) of Detailed Tender Notice

: -

1.4 Security Deposit ............ 5% a. (i) Initial .................. 2.5%

: Rs.3590000.00 Rs. 1795000.00 Rs. 448800/- in form of D.D. & Rs 1346200/- in form of Bank Guarentee of any Nationalised Bank established in state of Maharashtra.

(ii) From R.A.Bill .... 2.5% : Rs. 1795000.00 Additional (if required)

To be assessed & paid as per para 9(ii)(b) of Detailed Tender Notice.

: -

1.5 Date, time and place of Pre

tender conference : 31/ 12/ 2011 at 11.00 hrs.

in the office of the Chief Engineer, Water Resources Deptt., Konkan Region, Mumbai 400001

1.6 Class of Contractor : Class II and above. 1.7 Period of completion of work. : 12 Calendar Months.

(including monsoon)

23

2. Information for obtaining Tender Papers and its submission : (para 4,7,9 of Detailed Tender Notice)

2.1 Name and address of the Executive Engineer in charge of work issuing tender papers/bid assessment forms/e pre-qualification document and in whose name earnest money & Security Deposit is to be pledged

: Intending Tenderer should download the the Pre Quqlification Document and blank tender form,prepare online bid (bid capacity & main tender) and submit bid online on http://kidc.maharashtra.etenders.in

2.2 Period for download, online bid preparation and online bid submission of pre qualification document

: For download the document and Online Bid Preparation (Upload) of Pre Qualification Document. 21 /11 /2011(21.01hours) to 28 /11 /2011 up to (17:00 hours) For Online Bid Submission of Pre Qualification Document 29/11 /2011(14.31 hours) to 02 /12 /2011 up to (10.00 hours)

2.3 2.3A

Cost of Blank Tender Forms Cost of Pre Qualification Document

: Rs. 15600/- (Rs.Fifteen thousand Six hundred only.) Rs. 5200/- (Rs. Five thousand Two hundred only)

2.4 Period for download and online bid preparation of main tender document

For Download the document and Online Bid Preparation (Upload) of main tender. 28 /12 /2011( 17.01 hours) to 04 / 01/2012 up to (14.30 hours)

2.5 Time and date of submission of tender

: Online submission of main tender 04/ 01 /2012(16.31 hours) to 07 /01 /2012 up to 17.30 hrs.

2.6 Name and Address of the Officer opening the Tender documents.

: Superintending Enigineer, Konkan Irrigation Circle,

Kuwarbav, Ratnagiri.

2.7 Time and date of opening of tenders. ( Online )

: 09 / 01 /2012 from 10.01 hours. onwards, (if possible)

2.8 The name of authority for accepting the tender.

: Chief Engineer, Konkan Region. W.R. Department, Mumbai..

24

3.0 Work & Site Conditions (Para 1.1.0, 1.2.0, 1.3.0 & 1.5.0 of Section I, General Specifications - Vol. II)

3.1 Location : Village Karak, which is 93 kms from district place Ratnagiri and 40 kms from taluka place Rajapur

3.2 Nearest Railway Station : Vilawade 3.3 Roads : Approachable by all weather

road 3.4 Nearest Telephone and Telegraph

facility : @ Village - Pachal

3.5 Nearest Petrol & Diesel Pump : @ Khadikolwan which is 7 kms

away from Pachal 3.6 Position of Land Acquisition : Land is in possession of Deptt. 4.0 Period of completion & Programme of work (Para 13 of Special Condition of Contract) 4.1 Period of completion : 12 months

(including monsoon period) 4.2 THE CONSTRUCTION PROGRAMME IS ENCLOSED AT THE END OF

SCHEDULE B OF TENDER DOCUMENT BASED ON WHICH THE PHYSICAL PROGRAMME IS PREPARED. IF THE TENDERER DOES NOT AGREE WITH THIS PROGRAMME HE SHALL SUBMIT HIS OWN PROGRAMME WITHOUT CHANGING TOTAL PERIOD OF TENDER ALONGWITH TENDER DOCUMENTS INCLUSIVE OF THE PHYSICAL PROGRAMME SUBJECT TO THE PROVISION THAT 50% OF THE PROGRAMME SHALL BE COMPLETED IN 50% OF THE CONTRACT PERIOD.

Updated estimated cost of work

based upon Schedule of rates for the year When tenders were invited (Clause 38 of Section IV (1) Conditions of Contract)

: Rs. 71795094.00

6.0 Earnest Money/Security Deposit (Para 9(i) & (ii) of Detailed Tender Notice

25

6.1 E.M.D. : Rs. 359000.00 By Pay Order or by Demand Draft duly crossed in the name of Executive Engineer, Irrigation Project Construction Division, Kuwarbav, Ratnagiri.

6.2 Initial Security Deposit : Rs. 1795000.00 Rs 448800/- in form of Demand Draft duly crossed in the name of The Executive Engineer, Irrigation Project Construction Division, Kuwarbav, Ratnagiri payable at Bank of Maharashtra, Kuwarbav Branch & Rs. 1346200/- in form of irrevocable Bank Guarantee from any nationalised /scheduled bank's branch situated in state of maharashtra.

6.3 If EMD/Security Deposit is in the form of Demand Draft, it should be drawn on.

: Bank of Maharashtra, Kuwarbav Branch

6.4 Name of Executive Engineer-in-charge of the work in whose name Demand Draft is to be drawn.

: The Executive Engineer, Irrigation Project Construction Division, Ratnagiri.

7.0 Price Variation Information : (Vide para 33 of Special Conditions of Contract)

Sr. No.

Component Center / Place Percentage

1 Labour Component(K1) Mumbai 18 %

2 Material Component(K2) All India Average 70 %

3 POL Component (kf) Mumbai 12 %

4 HYSD & Mild Steel Component Star rate 38323/MT Actual

5 Cement Component Star Rate 5667/MT Actual

BID CAPACITY : 8. Requirement of the Corporation for this work : As per Pre Qualification document submitted seperately

26

SECTION - II

B-1 TENDER FORM SCHEDULE - 'A' SCHEDULE - 'B' MONTHWISE WORK'S PROGRAMME

SCHEDULE SHOWING ITEMS OF WORKS AND APPLICABLE SPECIFICATIONS

27

B-1 TENDER FORM

PERCENTAGE RATE TENDER & CONTRACT OF WORKS

KONKAN IRRIGATION DEVELOPMENT CORPORATION ,THANE SINCHAN BHAVAN, KOPARI-THANE

(A GOVERNMENT OF MAHARASHTRA UNDERTAKING)

CHIEF ENGINEER, WATER RESOURCES DEPARTMENT, KONKAN REGION, MUMBAI

CIRCLE : Konkan Irrigation Circle, Kuwarbav, Ratnagiri. DIVISION : Irrigation Project Construction Division, Ratnagiri.

General Rules and Directions for the Guidance of the Contractor. 1. 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 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 security deposit to be deposited by the successful tenderer, and the percentage, if any, to be deducted from bills. It will also state whether a refund of a quarry fees, royalties, octoroon dues and ground rents will be granted. Copies of the specifications, designs & drawings, 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 according to the specifications recommended by a contractor and approved by a competent authority on behalf of the Corporation such specifications with designs and drawings shall form part of the accepted tender.

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

28

2. i) The contractor shall pay along with the tender the sum as stipulated in Annexe 'A' to Section I as and by way of earnest money. The contractor may pay the said amount by forwarding along with the tender, Corporation cash receipt or demand draft drawn on bank in favour of the Executive Engineer as indicated in Annexe 'A' of Detailed Tender Notice.

ii) The contractor shall also enclose irrevocable bank guarantee of sum as stipulated in Annexe 'A' Sr. 1.3.1 if his offer is less then 90% of the updated estimated cost as stated at Sr. No. 5 of Annexe 'A'. The said amount of earnest money shall not carry any interest whatsoever.

iii) If, after submitting the tender, the contractor withdraws his offer, or modifies the same or if after the acceptance of his tender the contractor fails or neglects to furnish the balance of security deposit without prejudice to any other rights and powers of the Corporation hereunder, or in law, Corporation shall be entitled to forfeit the full amount of the earnest money and additional earnest money deposited by him.

iv) In the event of his tender not being accepted, the amount of the earnest money deposited by the contractor shall, unless it is prior thereto forfeited under the provisions of sub-clause iii) above, be refunded to him on his passing receipt therefore.

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

4. Any person who submits a tender shall fill up the usual printed form stating at what percentage above or below the rates specified in schedule 'B' (memorandum showing items of work to be carried out) he is willing to undertake the work. The person who submits the tender shall also fill up printed form of Schedule 'B' Part - II. Anticipated Additional items as foreseen by the tenderer wherein the tenderer shall mention item-wise quantity, rate and amount as assess by him. However the 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 shall applicable only for the items, rates and quantities stipulated in Schedul 'B' Part-I. Only one percent on all the estimated rates shall be named.

29

Tenderer who propose any alteration except in connection with Schedule 'B' Part-II. Anticipated Additional items as foreseen by the tenderer in. the works specified in the said form of invitation to tender, or in the time allowed or carrying out the work, or which contain any other conditions, of any sort, other than those specified in this tender documents will be liable to rejection. No printed form of tender shall include a tender for more than one works but if contractor who wish to tender two or more works, they shall submit a separate tender for each. Tenders shall have the name and number of the work to which they refer, written outside the envelope.

5. The Officer indicated in Annexe 'A' to section I Detailed Tender Notice or his duly authorised Assistant shall open tenders in the presence of contractors who have submitted tenders or their representatives who may be present at the time, and he will enter the amounts of the several tenders in a comparative statement in a suitable form. In the event of a tender being accepted, the contractor shall for the purpose of identification, sign copies of the specifications and other documents mentioned in Rule-1. In the event of the tender being rejected, the competent officer shall refund the amount of the earnest money deposited by the contractor, on his giving a receipt for the return of the money.

6. The officer competent to dispose off the tenders shall have the right of rejecting all or any of the tenders.

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

8. No materials of any type required for the work (costing more than Rs. 50 lakhs) shall be supplied by the corporation, all the work shall be executed by the tenderer with contractors own materials(s). The memorandum of work to be tendered for 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.

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

30

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

11. All corrections and additions or pasted slips should be initialed.

12. The measurements of work will be taken according to the usual methods in use in the Department and no proposal to adopt alternative methods will be accepted. The Executive Engineer's decision as to what is the usual methods in use in the Department will be final.

13. In view of the difficult position regarding the availability of foreign exchange, no foreign exchange will be released by the Corporation for the purchase of plant and machinery required for the execution of the work contracted for.

14. The contractor will have to construct shed for storing controlled and valuable materials at the work site, having double locking arrangement. The materials will be taken for use in the presence of the Corporations /Departments person. No materials will be allowed to be removed from the site of work without prior permission of Engineer-in-charge.

15. Successful tenderer will have to produce to the satisfaction of the accepting authority a valid and current license issued in his favour under the provisions of contract Labour (Regulation and Abolition Act, 1970) before starting work, failing which acceptance of the tender will be liable for withdrawal and earnest money will be forfeited to the Corporation.

The contractor shall also submit certified copy of registration under ESIS & PF Act before payment of the R.A. Bill made.

31

B - 1 TENDER FORM

PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS Tenders for works

*In figures as well as in words

I/We hereby tender for the execution, for the Konkan Irrigation development Corporation, Thane (herein-before and here-in-after referred to as "Corporation") of the work specified in memorandum as enclosed within the time specified in such memorandum at ".....................% ......................................................... ..................................................................................... percent below / Above the estimated rates entered in Schedule "B" Part II and AT PAR with the rates entered in Schedule "B' Part II (Memorandum showing items of work to be carried out) and in accordance in all respect with the specifications, designs, drawings and instructions in writing referred to in Rule-I hereof.

* Amount to be specified in words and in figures

2. I/We agree that the offer shall remain open for acceptance for a minimum period of 120 days from the date fixed for opening the same and thereafter until it is withdrawn by me/us by notice in writing duly addressed to the authority opening the tenders and sent by registered post AD. or otherwise delivered at the office of such authority. Demand Draft on Bank of Maharashtra, Branch ............................. a schedule Bank or cash receipt of Corporation / Canara Bank in respect to the sum of Rs. ................ (in words .................................................................) representing the earnest money in the form of Bank Guarantee as required in view of offer being lower than 10% below the updated estimated cost as

stated at Sr. No. 5 of 'A' is also enclosed. The amount of Earnest Money shall not bear interest and shall be liable to be forfeited to the Corporation should I/We fail to (I) abide by the stipulation to keep the offer open for the period mentioned above or (2) Sign and complete the contact documents as required by the Engineer and furnish the Security

32

Deposit and additional Security Deposit if any as specified in item(e) and (f) of the memorandum enclosed within the time limit laid down in clause (I) of Conditions of Contractors. The amount of Earnest Money may be adjusted towards the security deposit or refunded to me/us if so desired by me/us in writing, unless the same or any part thereof has been forfeited as aforesaid.

Should this tender be accepted I/We hereby agree to

abide by and fulfil all the terms and provisions of the conditions of contract annexed hereto so far as applicable and in default thereof to forfeit and pay to Corporation the sum of money mentioned in the said conditions.

33

MEMORANDUM a) General Description : Name of Work :- Construction of

Aqueduct @ Ch. 990 For Arjuna Right Bank Canal Km. No. 1 ; Tal:- Rajapur, Dist.:- Ratnagiri.

b) Estimated cost : Rs. 71795094.00 c) Earnest Money (EM) : Rs. 359000/- by Pay Order or

Demand Draft duly crossed in favour of Executive Engineer, Irrigation Project Construction Division, Kuwarbav, Ratnagiri.

d) Additional Earnest Money (if

required as specified in Para 9(I)(b) in the form of Bank Guarantee

: Rs. --

e) Security deposit (SD) i) Initial @ 2.5% : Rs. 1795000/-

Rs 448800/- in form of Demand Draft duly crossed in the name of the Executive Engineer, Irrigation Project Construction Division, Ratnagiri.& Rs 1346200/- in form of Bank Guarentee by any Nationalised Bank established in State of Maharashtra.

ii) To be deducted from bills 2.5% : Rs.1795000/- (Rs. Seventeen

Lakhs nighty five thousand only.) f) Additional Security deposit if

required as specified in Para 9(ii)(b) in the form of Bank Guarantee.

: Rs. --

g) Percentage, if any, to be deducted

from bills so as to make up the total amount required as Security Deposit by the time, half the work as measured by the cost of work done.

: 5 % (Five) percent

h) Time allowed for the work from

written order to commence : 12 Calendar months

(Including monsoon)

34

Signature of Contractor Signature of Witness Address : Address : Dated the ................. Day of ................ 2011 Occupation ......................... The above tender is hereby accepted by me for and on behalf of the Corporation Dated the day of .................... 2011 Signature of the Officer by whom accepted

35

SCHEDULE 'A' & 'B'

36

SCHEDULE - 'A'

APPLICABLE FOR WORKS COSTING LESS THAN RS. 100 LAKHS Schedule showing (approximately) the materials to be supplied from the store for the work contracted to be executed and the rates which they are to be charged for

Particulars Quantity Rates in which the material will be charged to the contractor

Place of delivery

Unit Rate

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

Executive Engineer, Irrigation Project Construction Division,

Ratnagiri.

37

SCHEDULE B

38

SCHEDULE B

NAME OF WORK :- CONSTRUCTING AQUEDUCT AT CH. 990 M. ON ARJUNA RIGHT BANK CANAL. K.M. NO.1

Quantity may be more or less Unit Item Description . Rate in

figure Rate in Words Unit Amount

5000 Sqm. Item No 1 :- Clearing and removing the grass, bushes and shrubs etc stacking the stuff with all leads and lifts. etc. complete.

3.85 Rs.Three & Ps. Eighty five only

Sqm. 19250

Item No 2 :- Excavation for foundation of Structure as per drawings and technical specification including setting out, construction of shoring and bracing,removal of stumps other deleterious matter ,dressing of sides and bottam and backfilling with approved material depth up to 3 m

12065.22 Cum. I) Ordinary soil 170.35 Rs.One hundred seventy & Ps. Thirty five only

Cum. 2055310

667.15 Cum. II)Hard rock (Required blasting) 563.30 Rs.Five hundred sixty three & Ps. Thirty only

Cum. 375805

200.145 Cum. Item No. 3 :- Providing and laying in situ Cement Concrete of grade M-15 (40 M.S.A) of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing (excluding dewatering by pump) etc complete with all leads and lifts.

4232.00 Rs. Four thousand two hundred thirty two & Ps.

Nil only

Cum. 847013

39



5992.98 Cum. Item No.4:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal metal for cast in situ Piers,abutment,returns,wings,etc including provision of V shaped false joints to form suitable panals on the face to approve design with compacting by vibrating and curing complete, including plywood /steel formwork centering ( excluding dewatering by means of pump ) and including bailing out water and curing,finishing in cm 1:3 etc. complete.M-15 (20 MSA)

4578.10 Rs. Four thousand five hundred seventy eight &

Ps. ten only

Cum. 27436462

52.92 Cum. Item No. 5 :- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss/graded metal for reinforced cement concrete caps over piers and abutments including necessary scafolding, formwork, compacting by vibrating , finishing in cm 1:3 and curing . etc. complete.(M-25)

5570.40 Rs. Five thousand five hundred seventy & Ps.

forty only

Cum. 294786

492.67 Cum. Item No.6 :- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal for RCC work including ramming, vibrating, finishing and curing complete in solid /deck slab etc. including plywood /steel formwork, centering and finishing in cement plaster ( Excluding H.Y.S.D. reinforcement ) M-20.

6887.45 Rs. Six thousand eight hundred eighty seven &

Ps. forty five only

Cum. 3393240

16.5 Cum. Item No.7:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal including compacting, finishing in cm 1:3 curing and filling joints in bitumen complete for Approach slab ( Excluding reinforcement ) M-15.

4613.65 Rs. Four thousand six hundred thirteen & Ps.

sixty five only

Cum. 76125

40



6.00 Cum. Item No.8:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal for Reinforced Cement Concrete block below bearing including necessary scaffolding plywood /steel formwork, compaction by vibrating, finishing in cm 1:3 and curing complete ( Excluding H.Y.S.D. reinforcement ) M-30.

5736.10 Rs. Five thousand seven hundred thirty six & Ps.

Ten only.

Cum. 34417

941.40 Sqm. Item No 9 :- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal including compacting, finishing , curing and filling joints in bitumen complete for wearing course 8 cm thick M-15.

398.70 Rs. three hundred ninety eight & Ps. seventyonly.

Sqm. 375336

532.000 M.T. Item No. 10:-Providing and cutting , bending , hooking, laying in position and tying for reinforcement as per detailed drawing for R.C.C. work with all leads and lifts. etc. complete.

58787.95 Rs. Fifty eight thousand sevenhundred eighty

seven & Ps. Ninety five only.

M.T. 31275189

162202.00 Cu.Cm. Item No. 11 :- Providing and fixing Neoprene bearing as per standard specification . etc. complete.

0.65 Rs. Nil & Ps. Sixty five only

Cu.Cm.

105431

84.50 Rmt Item No. 12 :- Providing and laying PVC/Neoprane replaceble (Elastometric) expansion joint of jungction of box with stainless nut bolt as per detailed drawing and specification

20214.80 Rs. Twenty thousand two hundred fourteen & Ps.

eighty only.

Rmt 1708151

41



1569.75 KG. Item No. 13 :- Providing and injecting epoxy grout including strutting of cracked in surface including cleaning by sand blasting, brushing, cost of the materials , machinery equipment, scaffolding labour etc. complete as directed.

1246.55 Rs. One thousand two hundred forty six& Ps.

Fifty fiveonly

KG. 1956772

1569.75 Sqm. Item No. 14 :- Providing epoxy coating in two coats with primer for the stone or concrete surface including cleaning by sand blasting, brushing, cost of the materials, machinery equipment, scaffolding, labour etc. complete as directed.

694.40 Rs.Six hundred ninety four & Ps. forty only

Sqm. 1090034

14400.00 BhpHrs.

Item No. 15:- Dewatering during construction of structure.

15.20 Rs.Fifteen & Ps.twenty only

BhpHrs.

218880

12.00 Nos. Item No. 16 :- Testing Aqueduct box with joints for water tightness as per detailed drawing and specification etc. complete with all leads and lifts, (For Acqueduct @ Ch. 0/990m)

33861.95 Rs. Thirty threethousand eight hundred sixty one & Ps. Ninety five only.

Nos. 406343.00

1734.00 Sqm. Item No. 17 :- Providing and applying two coats of waterproof cement paint of approved manufacture and colour to the plastered surface, including scaffolding preparing the surface, watering for teo days complete

28.05 Rs.Twenty eight & Ps.five only

48639.00

800.00 Cum. Item No. 18 :- Construction of embankment for casing/Hearting zone with selected material from already deposited spoil including transporting the material with all leads and lifts , laying in layers spreading breaking clods and levelling the bank work including watering & consolidation etc. complete.

75.65 Rs.seventy five & Ps.sixty five only

Cum. 60520

42



226.00 Sqm. Item No. 19 :- Providing dry rubble stone pitching 23 c.m. thick as directed etc. complete.

76.95 Rs.seventy six & Ps.ninety five only

Sqm. 17391

Grand Total Rs 71795094.0

43

Note 1 : All works shall be carried out with contractor's own materials and as per the

specifications Vol. - II.

Note 2 : All the columns in the Schedule 'B' Part II should be filled in ink and the total of the

entries in the last column should be struck by the contractor under his signature.

Note 3 : Rates quoted include clearance of the site (Prior to commencement of work and at

its close) in all respects and hold good for work under all conditions of site,

moisture weather, etc.

Note 4 : The tender % as quoted by the tenderer in the space provided for in the

Memorandum of works shall be applicable only for the items, rates and quantities

stipulated in Schedule 'B' Part I as put to tender by Corporation.

Note 5 : All the additional item(s) as many as foreseen by the tenderer with quantity(s),

rates, amount(s) and the detailed description shall be entered into by the tenderer

in the space provided below Schedule 'B' Part II. Anticipated additional items as

foreseen by the tenderer. The tenderer is free to attach additional sheets, if

required by him and sign the sheets, which will form part of tender. The

specifications for the additional item(s) as foreseen by the tenderer shall be in

conformity with the nearest comparable item stipulated in the Hand Book of

Standard Specifications (PWD) and the applicability shall be decided before the

acceptance of the tender.

Note 6 : The amounts of all the items of Part I of Schedule 'B' with % (+ or -) and amount of

Part II of Schedule-II of Schedule B will be totaled and this will be considered as

the offer of the tenderer.

Note 7 : The work in additional items in Schedule 'B' Part II shall be paid for only when

executed.

Note 8 : The provisions of Price Variation Clause No. 3 of Special Condition shall be

applicable for the work executed under Additional item of Schedule 'B' Part II. The

provision of Clause 38 Conditions of Contract - Quantity Variation clause will not

be applicable to the Additional Items in Schedule 'B' Part II.

Note 9 : In case of works having estimated cost put to the tender less than Rs. 100 lakhs,

cement and steel shall be supplied by Corporation at the rates mentioned in

Schedule A and shall only be used for all the items in the schedule requiring

Cement and Steel.

Note 9 : Quantities indicated in Schedule 'B' Part II by the contractor are fixed and shall be

paid only on execution. No payment in excess of these quantities will be

admissible.

44

WORK PROGRAMME

SCHEDULE C

45

SCHEDULE - C MEMORANDUM SHOWING ITEMS OF WORKS TO BE CARRIED OUT

Name of work- CONSTRUCTING AQUEDUCT AT CH. 990 M. ON ARJUNA RIGHT BANK CANAL. K.M. NO.1

Referance to

Detailed Specification

Page

Sr.no. Description

From To 1

Item No 1 :- Clearing and removing the grass, bushes and shrubs etc stacking the stuff with all leads and lifts. etc. complete.

168 169

2 Item No 2 :- Excavation for foundation of Structure as per drawings and technical specification including setting out, construction of shoring and bracing,removal of stumps other deleterious matter ,dressing of sides and bottam and backfilling with approved material depth up to 3 m

I) Ordinary soil 169 171 II)Hard rock (Required blasting) 171 172

3 Item No. 3 :- Providing and laying in situ Cement Concrete of grade M-15 (40 M.S.A) of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing (excluding dewatering by pump) etc complete with all leads and lifts.

173 183

4 Item No.4:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal metal for cast in situ Piers,abutment,returns,wings,etc including provision of V shaped false joints to form suitable panals on the face to approve design with compacting by vibrating and curing complete, including plywood /steel formwork centering ( excluding dewatering by means of pump ) and including bailing out water and curing,finishing in cm 1:3 etc. complete.M-15 (20 MSA)

183 --

5 Item No. 5 :- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss/graded metal for reinforced cement concrete caps over piers and abutments including necessary scafolding, formwork, compacting by vibrating , finishing in cm 1:3 and curing . etc. complete.(M-25)

184 --

6 Item No.6 :- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal for RCC work including ramming, vibrating, finishing and curing complete in solid /deck slab etc. including plywood /steel formwork, centering and finishing in cement plaster ( Excluding H.Y.S.D. reinforcement ) M-20.

184 --

46

Referance to Detailed

Specification Page

Sr.no. Description

From To 7 Item No.7:- Providing and laying in situ Cement Concrete of

trap/granite/quartzite/gneiss metal including compacting, finishing in cm 1:3 curing and filling joints in bitumen complete for Approach slab ( Excluding reinforcement ) M-15.

184 --

8 Item No.8:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal for Reinforced Cement Concrete block below bearing including necessary scaffolding plywood /steel formwork, compaction by vibrating, finishing in cm 1:3 and curing complete ( Excluding H.Y.S.D. reinforcement ) M-30.

184 --

9 Item No 9 :- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal including compacting, finishing , curing and filling joints in bitumen complete for wearing course 8 cm thick M-15.

184 --

10 Item No. 10:-Providing and cutting , bending , hooking, laying in position and tying for reinforcement as per detailed drawing for R.C.C. work with all leads and lifts. etc. complete.

184 189

11 Item No. 11 :- Providing and fixing Neoprene bearing as per standard specification . etc. complete. 189 --

12 Item No. 12 :- Providing and laying PVC/Neoprane replaceble (Elastometric) expansion joint of jungction of box with stainless nut bolt as per detailed drawing and specification

189 --

13 Item No. 13 :- Providing and injecting epoxy grout including strutting of cracked in surface including cleaning by sand blasting, brushing, cost of the materials , machinery equipment, scaffolding labour etc. complete as directed.

189 --

14 Item No. 14 :- Providing epoxy coating in two coats with primer for the stone or concrete surface including cleaning by sand blasting, brushing, cost of the materials, machinery equipment, scaffolding, labour etc. complete as directed.

189 --

15 Item No. 15:- Dewatering during construction of structure. 190 193

16 Item No. 16 :- Testing Aqueduct box with joints for water tightness as per detailed drawing and specification etc. complete with all leads and lifts, (For Acqueduct @ Ch. 0/990m)

193 --

17 Item No. 17 :- Providing and applying two coats of waterproof cement paint of approved manufacture and colour to the plastered surface, including scaffolding preparing the surface, watering for teo days complete

193 --

18 Item No. 18 :- Construction of embankment for casing/Hearting zone with selected material from already deposited spoil including transporting the material with all leads and lifts , laying in layers spreading breaking clods and levelling the bank work including watering & consolidation etc. complete.

193 196

47

Referance to Detailed

Specification Page

Sr.no. Description

From To 19 Item No. 19 :- Providing dry rubble stone pitching 23 c.m. thick

as directed etc. complete. 196 197

48

STATEMENT SHOWING QUARTER WISE WORK PROGRAMME Name of Work :- Construction ofAcqueduct @ Ch. 990 For Arjuna Right Bank Canal Km. No. 1 ; Tal:- Rajapur, Dist.:- Ratnagiri. Item No. Description of Item Unit Tender

Qty. Estimated

Amt. Qtr -1

Qtr -2

Qtr -3

Qtr -4

Total

Jan.-March 2012

Apr.-June 2012

July.-sept

2012

Oct.-Dec 2012

Qty Amount Qty Amount Qty Amt. Qty Amount Qty Amount 1 Clearing the site Sqm 5000.00 19250 5000.00 19250 0.00 0 0 0 0.00 0.00 5000.00 19250

2 (I) Excavation for foundation in soft strata Cum 12065.22 2055310 12065.22 2055310 0.00 0 0 0 0.00 0.00 12065.22 2055310

2 (II)

Excavation for foundation in Hard strata Cum 667.15 375805 667.15 375805 0.00 0 0 0 0.00 0.00 667.15 375805

3 M-15 P.C.C (40MSA) Cum 200.145 847013 200.145 847013 0.00 0 0 0 0.00 0.00 200.15 847013

4 M-15 P.C.C (20MSA) Cum 5992.98 27436462 5992.98 27436462 0.00 0 0 0 0.00 0.00 5992.98 27436462

5 M-25 R.C.C (20MSA)for caps Cum 52.92 294786 0.00 0 52.92 294786 0 0 0.00 0.00 52.92 294786

6 M-20 R.C.C (20MSA) for deck Cum 492.67 3393240 0.00 0 492.67 3393240 0 0 0.00 0.00 492.67 3393240

7 M-15 R.C.C (Approach Slab) Cum 16.50 76125 0.00 0 16.50 76125 0 0 0.00 0.00 16.50 76125

8 M-30 R.C.C (20MSA) for Blocks Cum 6.00 34417 0.00 0 6.00 34417 0 0 0.00 0.00 6.00 34417

9 M-15 P.C.C (Wearing Course) Sqm 941.40 375336 0.00 0 941.40 375336 0 0 0.00 0.00 941.40 375336

10 Providing steel MT 532.00 31275189 472.00 27747912 60.00 3527277 0 0 0.00 0.00 532.00 31275189

11 Providing Neoprene bearing Cu. Cm,

162202.00 105431 0.00 0 162202.00 105431 0 0 0.00 0.00 162202.00 105431

12 Providing Neoprene exp. Joints with nut bolts Rmt. 84.50 1708151 0.00 0 84.50 1708151 0 0 0.00 0.00 84.50 1708151

13 Providing epoxy grout Kg. 1569.75 1956772 0.00 0 1569.75 1956772 0 0 0.00 0.00 1569.75 1956772

14 Providing epoxy coating Sqm 1569.75 1090034 0.00 0 1569.75 1090034 0 0 0.00 0.00 1569.75 1090034

49

Item No. Description of Item Unit Tender

Qty. Estimated

Amt. Qtr -1

Qtr -2

Qtr -3

Qtr -4

Total

Jan.-March 2012

Apr.-June 2012

July.-sept

2012

Oct.-Dec 2012

Qty Amount Qty Amount Qty Amt. Qty Amount Qty Amount 15 Dewatering during excavation Bhp-

hrs 14400.00 218880 14400.00 218880 0.00 0 0 0 0.00 0.00 14400.00 218880

16 Testing Acqueduct box No.

12.00 406343 0.00 0 0.00 0 0 0 12.00 406343 12.00 406343

17 Providing & appling cement paint Sqm 1734.00 48639 0.00 0 0.00 0 0 0 1734.00 48639 1734.00 48639

18 Embankment with materials obtained from the cutting

Cum 800.00 60520 0.00 0 0.00 0 0 0 800.00 60520 800.00 60520

19 Providing dry stone pitching Sqm 226.00 17391 0.00 0 0.00 0 0 0 226.00 17391 226.00 17391

71795094 71795094

50

SECTION - III

FORMS

51

APPENDIX 'A'

DETAILS OF TECHNICAL PERSONNEL WITH THE CONTRACTOR

Sr. No.

Description Name Length of service in the firm

Qualification Professional experience and details of works

carried out

Rem-arks

1 2 3 4 5 6 7

01 Project Manager

02 Works

Manager (Civil Sr. Engineer)

03 Engineers

(Civil)

04 Supervisor

52

APPENDIX 'B'

DETAILS OF PLANTS & MACHINERY IMMEDIATELY AVAILABLE WITH THE TERNDERER FOR USE OF THIS WORK.

Sr. No.

Name of equipment

No. of units

Kind and

make

Capacity Age and location

Present location

Rem-arks.

1 2 3 4 5 6 7 8

53

APPENDIX 'C'

DETAILS OF OTHER WORKS OF SIMILAR TYPE AND

MAGNITUDE CARRIED OUT BY THE TENDERER

Sr. No.

Name of work Place Tendered Cost

Rs. (in lakhs)

Time in months which compl-

ted

Date of completion

Principal feature

1 2 3 4 5 6 7

54

APPENDIX 'D'

DETAILS OF OTHER WORKS TENDERER FOR AND IN HAND ON THE DATE OF

SUBMISSION OF TENDER

Works in hand Works tendered for Sr. No

Name of work

Place

Tender cost Rs. in lakhs

Cost of remain-

ing work Rs.in lakhs

Antici- pated

date of comple

tion

Estim-ated cost

Rs. in lakhs

Date by which

decision is

expect-ed

Stipu-lated date

period of

compl-etion

Rem-arks

1 2 3 4 5 6 7 8 9 10

55

APPENDIX 'E'

DETAILS OF PLANTS AND MACHINERY PROPOSED TO BE USED FOR WORK

BUT NOT IMMEDIATELY AVAILABLE.

If already owned Sr. No

Name of equipm-

ents.

No. of

Units

Kind or

Make

Capa-city Age

and cond-ition

Location Portable date of avai-

lability

If to be purcha

sed (When month

are year)

Rem-arks

1 2 3 4 5 6 7 8 9 10

56

APPENDIX 'F'

DECLARATION OF THE CONTRACTOR

1.0 I/We , ................................................................................................................ contractor hereby undertake than I/We shall pay the labourers engaged on work as indicated in Annexture 'A' to Section I Detailed Tender. No wages as per Minimum Wages Act, 1948 and amendments the applicable to the zone in which work lies and act accordingly. I/We, undertake to abide by the various laws in force and extend necessary facilities and amenities to the staff and workers employed by me/us.

2. I/We hereby declare that I/We have made myself / ourselves thoroughly conversant with the local conditions regarding all materials and labour on which I/We have bided my/our rates for this work. The specification of this work have been carefully studied and understood by me/us before submitting this tender.

3. I/We hereby undertake to indemnify and hereby indemnify the Corporation against all liabilities arising out of application of all labour laws viz the minimum wages act, the workman's compensation act, the payment of wages act, ESIS and PF act etc with reference to labours engaged on subject work.

Signature of the Contractor

57

APPENDIX 'G'

MODEL FORM OF BANK GUARANTEE BOND

GUARANTEE BOND

1. This deed of Guarantee is made on the ....................................................by

......................................................................................................having his head office at........................................(hereinafter called the 'said Contractor(s)') from the demand under the terms and conditions of Agreement dated....................made between ........................................... and................................................................for deposit for the due fulfillment by the said Contractors of the terms and conditions contained in the said Agreement on production of a Bank Guarantee for Rs........................(Rs.......................................................................................

.................. only) We................................................................................ (hereinafter referred to as 'the Bank') at the request of....................................... (contractor) do hereby undertake to pay to the Konkan Irrigation Development Corporation, hereinafter referred to as Corporation, an amount not exceeding Rs...................................................................................against any loss or damage caused to or suffered by the Corporation by reasons of any breach by the said Contractor of any of the terms or conditions contained in the said Agreement.

2. We,........................................ (indicate the name of bank) do hereby undertake to pay the amount due and payable under this guarantee without any demur, merely of loss or damage caused to or would be caused to or suffered by the Corporation by reason of breach by the said Contractor(s) of any of the terms of conditions contained in the said Agreement or any reason of the contractor(s) failure to perform the said agreement. Any such demand made on the bank shall be conclusive as regards the amount due and payable under this guarantee shall be restricted to an amount not exceeding Rs...................................

3. We undertake to pay to the Corporation any money so demanded not withstanding any dispute or dispute raised by the Contractor(s) / Supplier(s) in any suit or proceeding pending before any court or tribunal relating thereto, our liability under this present being absolute and unequivocal. The payment

58

so made by us under this bond shall be valid discharge of our liability for payment there under and the contractor(s) Supplier (s) shall have no claim against us for making such payment.

4. We, ....................................................(Indicate the name of Bank) further agree that the guarantee herein contained shall remain in full force and effect during the period that would be taken for the performance of the said Agreement and that it shall continue to be forcible till all the dues of the Corporation under or by virtue of the said Agreement have been fully paid and its claims satisfied or discharged or till.................................. (office/Corporation) of .............................................................................................................. (indicate the name of Administrative Officer) certifies that terms and conditions of the said Agreement have been fully and properly carried out by the said Contractor(s) and accordingly discharges this guarantee. Unless a demand or claim under this guarantee from al 1 liability under this guarantee thereafter.

5. We ........................ (indicate the name of Bank) further agree with the Corporation shall have the fullest liberty without our consent and without affecting in any manner our obligations here in under to vary any of the terms and conditions of the said Agreement or to extend time of performance by the said Contractor from time to time or postpone for any time to time any of the powers exercisable by the Corporation against the said Contractor (s), and to forth or enforce any of the terms and conditions relating to the said Agreement, and we shall not be relived from our liability by reasons of any such variation, or extension being granted to the said contractor(s) or for any forbearance, act or commission on the part of the Corporation or any indulgence by the Corporation to the said Contractor or by any such matter or thing whatsoever which under the law relating to surety would, but for this provision, have effect of so relieving us.

6. This guarantee will not be discharged due to the change in the constitution of the Bank or the change in the constitution of the Contractor/Suppliers.

7. We............................. (indicate the name of Bank) lastly undertake not to revoke this guarantee during its currency except with the previous consent of the Corporation in writing. Dated the..................day of......................2011

for ...................................... (indicate the name of bank)

59

APPENDIX ''I''

PROFESSIONAL TAX CLEARANCE CERTIFICATE

This is to certify that

M/s.................................................................................................. of

(address), is a registered dealer under the Maharashtra State Tax on

Profession, Traders, Callings and Employments Act No. XVI of 1975, holding

Registration Certificate No..............................................

w.e.f............................. and under Section 5(1) and 5(2) respectively.

The said dealer has paid all tax dues up to 31st March........................"

(previous year) under he act. The dealer has paid the professional tax dues

for the employees mentioned below.

Sr. No. Name of the Employee Designation

There is no Professional Tax dues outstanding against the dealer under the act. This

certificate is valid for ONE year from the date of issue.

Place:............................................. Date : ........../....../2011

Signature ..................................... Professional Tax Officer

60

In witness whereof Shri ........................................................................... (Name and

designation) for and on behalf of the KIDC and Shri. ...................................

................................................. The bounden have hereunto set their hands the days

and year shown against their respective signature.

Signed by

Shri. ..................................................................... Date : .............................

In the presence of witness : 1. .......................................................................... Sign : .................................... 2. .......................................................................... Sign : .................................... Signed by

Shri. ..................................................................... Date : .............................

In the presence of witness : 1. .......................................................................... Sign : .................................... 2. .......................................................................... Sign : ....................................

61

APPENDIX "J"

AGREEMENT Articles of agreement executed on this the .............................................. of ................... Two thousand ............................................................. between the Executive Engineer, KIDC (hereinafter referred to as KIDC THANE of the one part and Shri...................................................................... (Name and address of the tenderer) (hereinafter referred to as "the bounden") of the other part.

Whereas in response to the notification No. ................... dated ............... the bounden has submitted to the KIDC a tender for the work .............................. ............................................... specified therein subject to the terms and conditions contained in the said tender.

Whereas the bounden has also deposited with KIDC a sum of Rs.............................. as earnest money for execution of an agreement undertaking the due fulfillment of the contract in case his tender is accepted by the KIDC.

Now these presents witness and it is mutually agreed as follows:

1. In case the tender submitted by the bounden is accepted by the KIDC and the contract for ............................................... Is awarded to the bounden, the bounden Shall within ... ... days of acceptance of his tender execute an agreement with the KIDC incorporating all the terms and conditions under which the KIDC accepts his tender.

2. In case the bounded fails to execute the agreement as aforesaid incorporating terms and conditions, governing the contract, the KIDC shall have power and authority to recover from the bounden any loss or any damage caused to the KIDC, by such breach, as may be determined by the KIDC by appropriating the earnest money deposited by the bounden and if the earnest money is found to be inadequate the deficit amount may be recovered from the bounden and his properties, movable and immovable, in the manner hereafter contained.

3. All sums found due to the KIDC under or by the virtue of this agreement shall be recoverable from the bounden and his properties, movable and immovable, under the provisions of the Maharashtra Land Revenue Code for the time being in force as though such sums are arrears of land revenue and in such other manner as the KIDC may deem fit.

In witness whereof Shri ............................................................................... (Name and designation) for and on behalf of the KIDC and

62

Shri........................................................................................... The bounden have hereunto set their hands the days and year shown against their respective signature.

Signed by

Shri.................................................................

Date:...........................

In the presence of witness:

1..................:......................................................Sign : ............................

2..........................................................................Sign : ............................

Signed by Shri.....................................................Date : ..................

In the presence of witness

1..................:......................................................Sign : ............................

2..........................................................................Sign : ............................

63

SECTION - IV

CONDITIONS OF CONTRACT

64

B-1 TENDER

CONDITIONS OF CONTRACT

(A) Security Deposit Clause No. 1 : The person / persons whose tender

may be accepted (herein after called “The Contractor“ which expression shall unless excluded by or repugnant to the context including his heirs, executors administrator and assigns) shall

(a) With in 10 days, (which may be extended by the

`Superintending Engineer think 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 Corporation securities endorsed to the Executive Engineer a sum sufficient which will make up the full security deposit specified in the tender form at Para(e)(i) of memorandum. It shall be lawful for Corporation at the time of making any payment to Contractor for work done under the contract to make up the full amount of security deposit as specified in memorandum at Para (e)(ii) by deducting a sufficient sum at the rate specified at (g) of memorandum for every such payment as last aforesaid until the full amount of security deposit is made up. All compensation or other sums of money payable by the contractor to the Corporation under the terms of his contract may deducted from or paid by the sale of sufficient part to his security deposit or from the interest arising there from or from any sums which may be due or may become due by Corporation 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 Corporation securities endorsed as aforesaid any sum or sums which may have been deducted from or raised by sale of this security deposit or any part

65

thereof. The 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 in writing.

(B) Additional Security Deposit.

In case contractor’s offer is less than 90% of the updated estimated cost as stated at Sr. No. 5 of Annex- A Additional Security Deposit in the form of irrevocable Bank Guarantee for a period equal to and for an amount equal to the difference of contractor’s offer and 90% of the updated estimated cost as stated above shall be submitted to the Engineer- in charge at the time of completing tender documents

Non-submission of the above Additional Security

Deposit will result into forfeiture of the E.M.D. and additional E.M.D.

If the amount of the security deposit to be paid in a

lumpsum and additional security deposit in form of irrevocable Bank Guarantee is not paid within the period specified at (A) above the tender/ contract already accepted shall be considered as cancelled and legal steps be taken against the contractor for recovery of the amount. The amount of the security deposit lodged by a contractor shall be refunded along with the payment of the final bill if the date up to which the contractor has agreed to maintain the work in good order is over. If such date is not overonly 50% the amount of security deposit shall be refunded alongwith the payment of the final bill. The amount of security deposit retained by the Corporation shall be released after expiry of period up to which the contractor has agreed to maintain the work in good order is over. In the event of the Contract failing or neglecting to complete rectification work within period up to which the contractor has agreed to maintain the work in good order, then subject to provisions of clauses 17 to

66

20 hereof the amount of security deposit retained by corporation shall be adjusted towards the excess cost incurred by the Corporation on rectification work.

The Additional Security Deposit shall be refunded to

the contractor on issuing of the completion certificate by the Engineer – in – charge as stipulated in the Clause No. 7 of the contract, provided that the Engineer-in-charge, if demanded in writing by the contractor shall, from time to time, release the Additional Security Deposit in part which are in proportion to the amount of completed work.

Compensation for delay

Clause No. 2 : The time allowed for carrying out the work as entered in the tender 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 through the stipulated period of the contract be proceeded with, all due diligence (time being deemed to be the essence of the contract on the part of the contractor) And further to ensure good progress during execution of the work, the contractor shall be bound in all case in which the time allowed for any work exceeds one month to complete the part work in specified time slice as per the programmed given in Annex ‘A’ to Section 1 – Detailed Tender Notice / enclosed at the end of Schedule 'B'.

If the contractor has not achieved the target as per

physical programme of all items with respect to time as given in Annex ‘A’ to Section 1 – Detailed Tender Notice/ enclosed at the end of Schedule ‘B’ then the compensation will be recovered with prior notice to the contractor till the achievement of particular target as decided by the Engineer –in-charge .

In the event of the contractor failing to comply with

these conditions he shall be liable to pay as

67

compensation an amount equal to one percent or such smaller amount as Superintending Engineer (Whose decision in writing shall be final) may decide of the said estimated cost of the work for every day that the due quantity of work remains incomplete, uncommented or unfinished after the proper dates, provided always that the total amount or compensation to be paid under the provisions of this clause shall not exceed 10% of the estimated cost of the work as shown in the tender. The Superintending Engineer shall be the final authority in this respect.

Action when whole security deposit is forfeited.

Clause No. 3 : In any case in which under any clause of this contract the contractor shall have rendered himself liable to pay compensation amounting to the whole of his security deposit as specified in para (s) of the memorandum or in case of abandonment of the work owing to serious illness or death of the contractor or any other cause the Executive Engineer, on behalf of the Corporation shall have power to adopt following courses, as he may deem best suited to the interest of Corporation.

(a) To rescind the contract (for which rescission

notice in writing to the contractor under the hand of Executive Engineer shall be conclusive evidence) and in that case the Security Deposit and additional security deposit of the contractor shall stand forfeited and be absolutely at the disposal of Corporation.

(b) To carry out the work or any part of the work departmentally debiting the contractor with the cost of the work, expenditure incurred on tools and plant and charges on additional supervisory staff including the cost of the work charged establishment employed for getting unexecuted part of the work completed and crediting him with the value of the work done departmentally in all

68

respects in the same manner and at the same rates as if it had been carried out be the contractor under the terms of his contract. The certificate of the Executive Engineer as to the costs and other allied expenses so incurred and as to the value of the work so done departmentally shall be final and conclusive against the contractor.

(c) To order that the work of the contractor be

measured up and to take such part thereof as shall be unexecuted out of his hands and to give it to another contractor 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 the cost of work executed by the new contract agency will be debited to the contractor and value of the work debited to the contractor and at 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 land at the same rates as if it had been carried out by the contractor under 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 contractor and as to the value of the work so done shall be final & conclusive against the contractor.

In case the contract shall be rescinded under the

clause (a) above the contractor shall not be entitled to recover or to be paid any sum for any work thereof 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 courses referred to in clause (b) or (c) being adopted and the cost of the work executed departmentally or through a new contractors the

69

amount of excess shall be deducted form any money due to the contractor by the Government under contract or otherwise howsoever of from his security deposit for the sale proceeds thereof provided, however that the contractor shall have no claim against Government even if the certified value of the work done departmentally or through a new contractor exceed the certified costs of such work and allied expenses, provided always that which ever of the three courses mentioned in the clauses (a), (b), or (c),is adopted by the Executive Engineer the contractor shall have on claim to compensation for any loss sustained by him 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 of the execution of the work or the performance of the contract. The certificates of the Executive Engineer as to all cost of the work done by the new contractor and as to the value of the work done shall be final & conclusive against the contractor.

Action when the progress of any particulars portion of work is unsatisfactory.

Clause No. 4 : If the progress of the any particular work portion of the work is unsatisfactory the Executive Engineer shall not with standing that the general progress of work is in accordance with the conditions mentioned in the clause 2,be entitled to take action as under giving the contractor 10 day’s notice in writing.

The Corporation will have 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 advertisements for fixing a new contracting agency, additional supervisory staff including the cost of work charged establishment and the cost of the new work cost of work executed by the new contract agency will be debited to the contractor and value of the work debited to the contractor and at the value

70

of the work done or executed through the new contractor (including escalation due)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 terms of this contract. The certificate of the Executive Engineer as to all the cost of work and other expenses incurred as aforesaid for or in getting the unexecuted work done by the new contractor and as to the value of the work so done shall be final and conclusive against the contractor.

In case the cost of the work executed through a

new contractor and other allied expenses exceeding the value of such work credited to the contractor, the amount of excess shall be deducted from any money due to the contractor by Government /or Corporation under the contract or otherwise whatsoever or from his security deposit and additional deposit or the sale proceeds thereof provided, however that the contractor shall have no claim against corporation ever if the certificate value of the work done through new contractor exceeds the certified cost of such work and allied expenses. The contractor shall have no claims to compensation for any loss sustained by him by reason of his having purchased or produced by 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.

The contractor of the whole work shall not be

considered eligible to tender for the execution of work so withdrawn from this contract. The contractor will have no claim for compensation for any loss sustained by him owing to such action.

Contractor remains liable to pay compensation if

Clause No.5 : In any case in which any of the powers conferred upon the Executive Engineer by

71

action not taken under 3 & 4.

clause 3 hereof shall have become exercisable and the same shall not have been exercised the non – exercise there of shall not constitute a waving 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 here of he is declare liable to pay compensation amounting to 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 action under sub-clause 3 he may, if he so desires, take position of all or any tools and, plant materials take stores, in or upon the work of the site thereof or belonging to the contractor, a procured by him and intended to be used for execution of the work or any part there of 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 there of shall be final.

Powers to take possessions of or require removal or sell contractor’s plant.

In the alternative the Executive Engineer may after giving notice in writing to the contractor or his clerk of the work, foreman or other authorized agent require him to remove such tools and plants, materials or stores form the premises within a time to be specified in such requisition, the Executive Engineer may remove them at the contractor’s expense or sale them by auction or private sale on account of the contractor land his risk in all respects, and the certificate of the Executive Engineer as to the expenses of the such removal and the amount of the proceed & expenses of any such shall be final & conclusive against the contractor.

Extension of time. Clause No.6 : If the contractor shall desire an

extension of the time for completion of work on the ground of his having been unavoidably hindered in its execution or on any other ground he shall apply

72

in writing to the Executive Engineer before the expiry of the period, stipulated in the tender or before the expiration of 7 days from the date on which he was hindered as aforesaid or on which the cause for asking for extension occurred, whichever is earlier and the Executive Engineer, or in the opinion of Superintending Engineer/Chief Engineer as the case may be if in his opinion, there were reasonable grounds for granting an extension as he thinks necessary or proper. The decision of the Executive Engineer / Superintending Engineer/Chief Engineer in this matter shall be final. Extension shall be granted to the contract on the ground of unavoidable hindrance in its execution or, on any other reasonable grounds. No extension shall be granted on any other reason and the contract will be terminated at that stage and the security deposit and additional security deposit if any shall stand forfeited to the corporation.

Final Certificate Clause No.7 : On the completion of the work the

contractor shall be furnished with a certificate by the Executive Engineer (here in after called the certificate Engineer in Charge) of such completion, but no such certificate shall be given shall the work be considered to be complete until the contractor shall have removed from the premises on which work shall have been executed all scaffolding, surplus materials and rubbish and shall have cleaned off, the dirt from all wood work, doors, windows, walls, floors or other parts of any building in or upon which the work have been executed, or of which he may have had possession for the purpose of executing the work, not until the work shall have been measured by the Engineer-in–charge or where the said measurements have been taken by his subordinates until they have received 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 the

73

removal of surplus materials and rubbish and cleaning of dirt on or before the date fixed for the completion of the work. The Engineer in charge may at the expenses of the contractor, remove such scaffolding surplus materials and rubbish and dispose of the same as he think fit and clean off such dirt aforesaid and the shall forthwith pay the amount of all expense so incurred or surplus materials as aforesaid accept for any sum actually realized by the sale thereof.

Payment on intermediate certificate to be regarded as advance.

Clause No.8 : No payment shall made for any work, estimating to cost less than rupees one thousand till after the whole of work shall have been completed and the certificate of completion given. But in case of works estimated to cost more than rupees one thousand, the contractor shall, on submitting a monthly bill therefore be entitled to receive payment proportionate to the part of the work then approved and passed by the Engineer-in-charge, whose certificate of such approval and passing of sum so Payable shall be final & conclusive against the contractor. All such intermediate payments shall be regarded as payment by way of advances against the total payment only and not as payment for the work actually done and completed. And shall not preclude the Engineer-in-charge from requiring any bad, unsound imperfect unskillful work to be removed or taken away and reconstructed or re-corrected not shall any such payment be considered as an admission of the due performance of the contract or any part there on in any respect of the occurring of the claim, nor shall it conclude determine or affect in any other way the power of the Engineer-in-charge as to the final settlement and adjustment of the account or otherwise or in any other way very of affect the contract. The final bill Shall be submitted by the contractor within one month of the date fixed for completion of the work, otherwise the Engineer in

74

Charge’s certificate of the measurements and of the total amount payable for the work shall be final and binding on all parties.

Payment at reduced rates on account of items of work not accepted as completed to be at the discretion of the Engineer-in-charge.

Clause No.9 : The rates for works for several items of works estimated to cost more than Rs. 1,000/- agreed to shall be valid only when the item fully in accordance with the sanctioned specification. In cases where the items of work are not accepted as so completed the Engineer-in-charge may make payment on Account of such items at such reduced rates as he may consider reasonable in preparation of final or on account bills.

Bills in quadruplicate to be submitted monthly.

Clause No.10 : A bill shall be submitted by the contractor each month on before date fixed by the Engineer-in-charge for all work executed in the previous month and the Engineer-in-charge shall check the measurement for the purpose of having the same verified.

The measurements for payment(s) towards running account bills(s) shall be taken by the contractor's authorised Engineer in the presence of Engineer-in-charge or his representatives. Based on the above measurement, the contractor shall have to submit his R.A. bills in quadruplicate along with details of measurements and calculations of quantities in proforma approved by the Engineer-in-charge duly certified by the qualified Engineer of the contractor who is duly authorized by the Executive Engineer. The measurements shall be recorded in the M.B. issued by the Corporation.

The initial levels before starting the work / foundation levels / final measurements/final levels shall be taken by the authorised Engineer of the contractor in the presence of Engineer-in-charge or his authorised representative and the same shall be got attested from the Engineer-in-charge or his authorised representative in total of acceptance.

Certification of R.A. Bill(s) for payment by the

75

Corporation will be carried out as under [Ref. Stipulation(s) under the Special Condition of Contract for Payment Condition.

Payment of R.A.bills will be regulated as under : 1. The bill due will be certified for payment after

scrutiny and due acceptance of bill within a fortnight the submission of the bill.

2. In case of submission of bill of exaggerated / inflated amount arrived at as result of wrong measurement or mathematical computations / calculations the contractor shall pay a penalty of a sum of Rs. One lakhs or five times the amount found exaggerated / inflated whichever is less and Rs. Two Lakhs or ten times the amount found exaggerated / inflated whichever is less and first and second instance respectively. For any further repetition thereafter the facility of such advance payment shall stand withdrawn. Subsequent bills be paid only after detailed scrutiny of measurements and acceptance of bills thereafter.

However, the payment of final bill will be made only after.

i) Detailed scrutiny of the measurements and acceptance or the bill thereafter.

ii) The contractor produces Challan having made in to district treasury in respect of all dues of Sales Tax under the Maharashtra Sales Tax on Transfer of Goods involved in execution of works contracts (Re-enacted) Act - 1989.

Bills to be on printed forms

Clause - 11 : The contractor shall submit all bills on the printed form 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 rates hereinafter provided for such work.

Store supplied by Corporation

Clause No. 12 : If the specification or estimate of the work provides for the use of any special

76

description of materials to be supplied from the store of the Department or if it is required that the contractor shall use certain stores to be provided buy the Engineer-in-charge (such material and stores and the prices to be charges 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 schedule or memorandum here to annexed ) the contractor shall be supplied with such materials and stores as may be required from time to time be used by him for the purpose of the contract only, and the value of the full quantity of the materials and stores so supplied shall be set off or deducted from any sums then due, or thereafter to become due to contractor under the contract, or otherwise of from the security deposit or the proceeds of the sale thereof if the security deposit is held in Government securities the same or sufficient portion thereof shall in that case be sold for the purpose. All materials supplied to the contractor shall remain the absolute property of the Government and shall on no account be removed from the site of the work, and shall at all times be open for inspection by the Engineer-in-charge. Any such materials unused and in perfectly good condition at the time of completion or termination of the contract shall be returned to Department Sores. If the Engineer-in-charge so requires by a notice in writing given under his hand but the contractor shall not be entitled to return any such material except with consent of the Engineer-in-charge and he shall have no claim for compensation on account of any such material supplied to him as aforesaid but remaining unused by him or for any wastage in or damage to any such materials.

Clause No.12(A) : If all stores of controlled

material such as cement, steel etc, supplied to the contractor by the Government should be kept contractor under lock and key and will be accessible

77

for inspection by the Executive Engineer or his agent at all the time.

Works to be executed in accordance with specifications drawings, orders etc.

Clause - 13 : The Contractor shall execute the whole and every part of the work in the most substantial and workman like manner and both as regards material and every other respect in strict accordance with specification. The contractor shall also confirm exactly, fully and faithfully to the designs drawings and instructions in writing relating to the work signed by the Engineer-in-charge and lodged in his office and 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 office hours. The contractor will be entitled to received three 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 if required by him shall be supplied at the rate of Rs.500 per set of contract drawings and Rs.100 per working except where otherwise specified.

Alterations in specifications and designs not to invalidate contracts.

Clause No.14 : The Engineer-in-charge shall have the power to make any alterations in or additions to the original specification, drawings, designs and instructions that may appear to him to be necessary or advisable during the progress of the work and the contractor shall be found to carry out the work in accordance with any instruction in this connection which may be given to him in writing signed by the Engineer-in-charge 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 respect on which he agreed to do the main work and at the same rates as are specified in the tender for main work and if the additional & altered

78

Rates for work not entered in estimate or schedule of rates of the district.

work includes any class of the work for which no rate is specified in this contract, then such class of work shall be carried out at the rates entered in the schedule of rates of the Division or at rates mutually agreed upon between, the Engineer-in-charge and the contractor whichever are lower. If the additional or altered work for which the rates are is entered in the Schedule of Rates of the Division, as ordered to be carried out before the rates are agreed upon then 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 does not agree to this rate he shall by notice in writing be at liberty to cancel his order to carry out such class of work and arrange to carry out in such manner as he may consider advisable, provided always that if the contractor shall commence work or incurred in expenditure in regard there to before the rates shall have been determined as lastly here in before mentioned then in such case he shall only be entitled to paid in respect of the determination of the rate as aforesaid according to such rate or rates as shall be fixed by the Engineer-in-charge. In the event of 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 drawings & specifications recommended by the contractor and accepted by the competent authority the alteration above referred to shall be within the scope of such designs, drawings and specification appended to the tender.

Extensions of time in consequence of additions or alterations.

The time limit for the completion of the work shall be extended in the proportion that the increase in its cost occasioned by alterations or additions beans to the cost of the original contract work and the certificate of the Engineer-in-charge as to such

79

proportion shall be conclusive. However such an extension will be governed by provisions of Clause 6.

No claim to any payment or compensation for alteration in of restriction of work.

Clause No. 15 : (1) If 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 Government is entitled to rescind the contract ) desires that the whole or any part of the work specified in the tender should be suspended for any period or that the whole or part of the work should not be carried out at all he shall give to the contractor a notice in writing of such desire an upon the receipt of such notice the contractor shall forthwith suspend or stop the work wholly or in part as required, after having due regard to the appropriate stage at which the work should be stopped or suspended so as not to cause any damage or injury to the work already done or endanger 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 whatsoever by reason of or in pursuance of any notice as aforesaid, on account of any suspension, stoppage or curtailment except to the extent specified hereinafter.

2) Where the total suspension of work ordered a

aforesaid continued for a continuous period exceeding 90 days the contractor shall be at liberty to withdraw form the contractual obligation under the contract so far as it pertains to the unexecuted part of the work by giving a 10 days prior notice in writing to the Engineer within 30 days of the expiry of the said period of 90 days of such intention and requiring the Engineer to record the final measurement of the work already done and to pay final bill. Upon giving such notice the contractor

80

shall be deemed to have being discharged from his obligation to complete the remaining unexecuted work under his contract. On receipt of such notice the Engineer shall proceed to complete the measurement and make such payment as may 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 right of the contract to any further compensation under the remaining provisions of this clause.

3) Where the Engineer requires the contractor to

suspend the work for the period in excess of 30 days of any time or 60 days in the aggregate the contractor shall be entitled to apply the Engineer within the 30 days of the resumption of work after such suspension for payment of compensation to the extent of pecuniary loss suffered by him in respect of working machinery remained ideal on site or on the account of his having and to pay the salary or wages of the labour engaged by him during the said period of suspension provided always that the contractor shall not be entitled to any claim in respect of any such working machinery salary or wages for the first 30 days whether consecutive or in the aggregate of such suspension or in respect of any suspension whatsoever occasioned by unsatisfactory work or any other default on his part. The decision of the Engineer in this regard shall be final and conclusive against the contractor

4) In the event of : i) Any total stoppage of work on notice from the

Engineer under sub-clause (1) in that behalf. ii) Withdrawal by the contractor from the contractual

obligation to the remaining unexecuted work under sub-clause (2) on account of continued

81

suspension of work for a period exceeding 90 days.

OR (iii) Curtailment in the quantity of item or item

originally tendered on account of any alternation, omission or substitution in the specification design or instructions under clause 14 (1) where such curtailment exceeds 25% in quantity and value of the quantity curtailed beyond 25% at the rate for the item specified in the tender is more than Rs. 5,000/-

It shall be open to the contractor within 90 days

from the service of (i) the notice of stoppage or work or (ii) the notice of withdrawal from the contractual

obligation under the contractor on account of the continued suspension or work or

(iii) notice under clause 14 resulting in such

curtailment to produce to the Engineer satisfactory documentary evidence that he had purchased or agreed to purchase material for use in the contracted work, before receipt by him of the notice at stoppage, suspension of curtailment and require the Government to take over on payment such materials at the rates determined by the Engineer, provided, however such rates shall in no case exceed the rates at which the same was acquired by the contractor. The Government shall thereafter take over the materials so offered provided the quantities offered are not in excess of the requirements of the unexecuted work as specified in the accepted tender and are of quality and specifications approved by the Engineer.

82

No claim to compensation on account of loss due to delay in supply of materials by Corporation.

Clause 15(A) : The contractor shall not be entitled to claim any compensation from Government for loss suffered by him on account of delay by Government in the supply of materials entered in Schedule A where such delay is caused by :-

i) Difficulties relating to the supply or Railway

wagons. ii) Force Majeure. iii) Act of God. iv) Act of enemies of the state of any reasonable

cause beyond the control of Government. In case of such delay in the supply of materials.

Government 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 circumstances of the case. The decision of the Executive Engineer as to the extension of time shall be accepted as final by the contractor and will be governed by the provision of clause 6.

Time limit for unforeseen claims.

Clause No. 16 : Under no circumstances whatever shall the contractor be entitled to and compensation from Government on any account unless contractor shall have submitted a claim in writing to the Engineer – in – charge within one month of the cause of such occurring. Subject to provision in clause 11 to 37 with all documentary evidence in support of claims.

Action and compensation payable in case of bad work.

Clause No. 17 :If any time before the security deposit or any part thereof is refunded to the contractor it shall appear to the Engineer-in-charge or his subordinate in charge of the work, that any work has been executed with unsound, imperfect or unskillful workmanship or with materials, of inferior quality or that any materials or articles provided by

83

him for the execution of the work are unsound or of a quality inferior to that contractor to intimate this fact in writing to the contractor and the not withstanding the fact that the work, materials or articles complained of may have been in adherently passed, certified and paid for the contractor shall be bound forthwith, to rectify or remove and reconstruct the work so specified in the whole or in part, as the case may required, or of so required shall remove the material or articles, so specified and provided other proper and suitable materials or articles at 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 mount of estimate for everyday 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 executed the work or remove and replace the materials of articles complained as the case may be at the risk and expense in all respects of the contractor should be Engineer-in-charge consider that any such inferior work or materials as described above may be accepted or made use of it shall be within his discretion to accept the same at such reduced rates as he may fix thereof subject to clause 9.

Works to be opened to inspection. Contractor or responsible agent to be present.

Clause No. 18 : All works under or in course execution or executed in pursuance of the contract shall at all times be opened to inspection and supervision of the Engineer-in-charge and his subordinates and the contractor at all times during the usual working hours and at all other times at which reasonable notice of the Engineer-in-charge and his subordinates to visit the work shall have been to given to the contractor either himself be present to receive or instructions or have a responsible agent duly accredited in writing present for that purpose. Order given to the contractor’s to have the same force and effect as if they had been

84

given the contractor himself. Contractor to provide for at his cost, safe arrangement for inspecting of work at his cost.

Notice to be given before work is covered up.

Clause No.19 : The contractor shall give not less than five days notice in writing to Engineer-in-charge or his subordinate 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 placed beyond the reach of measurement and shall not cover up or placed beyond the reach of measurements Any work without the consent in writing of the Engineer-in-charge or his subordinate in charge of the work and if any work shall be covered up or placed beyond the reach of measurement without such notice have been or consent obtained the same shall be uncovered at the contractors expenses and in default thereof no payment or allowance shall be made for such work or for the materials with which the same was executed.

Contractor liable for damage done and for imperfections for three months after certificate.

Clause No.20 : If during the period of 24 months from the date of completion as certified by the Engineer-in-charge pursuant to clause7 of the contract or 24 months after commissioning the work whichever is earlier in the opinion of the Executive Engineer, whatever he said work is defective in any manner whatever, 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 and setting right the defects specified therein including dismantling and reconstruction of unsafe portion 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

85

said rectification work within the period prescribed therefore in the said notice and or to complete same as aforesaid as required by the said notice the Executive Engineer get the same executed and carried out departmentally or by any other agency at the risk on account and at the cost of the contractor. The contractor shall forthwith on demand pay to the government the amount of such costs, charge and expenses sustained or incurred by the government of which the certificate of the Executive Engineer shall be final and binding on the contractor. Such costs, charges and expenses deemed shall be arrears of land revenue and event of the contract failing or neglecting to pay the same on demand as aforesaid with prejudice to any rights and remedies of the Government the same may be recovered from the contractors as arrears of land revenue.

The Corporation shall also be entitled to deduct the same from any amount which may thereafter become payable by the Corporation to the contractor either in respect if the said work or any other work whatsoever or from the amount of security deposit retained by the Corporation. However, the purpose of security towards the maintenance in the defect liability period the security at the time of final bill shall be converted into an irrevocable bank guarantee from any nationalised/scheduled bank's branch situated in the state of maharashtra.

Structure Defect Liability Period Structure 24 Months Contractor to supply plant, ladders, scaffoldings etc.

Clause No.21 : The contractor shall supply at his own cost all material except such special materials, as may in accordance with the contractor, be supplied form the department store and store, plants, tools, appliances, implements ladders, carriage, shackle scaffolding and temporary works, requisite or proper for the execution of the work,

86

And is liable for damages arising from non provisions of light, fencing etc.

whether the original altered or substituted from and whether included in the specification 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 a as to which under these conditions he is entitled to be satisfied or which he is entitled to require together with the carriage therefore to and from the work. 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 in the measurements or examination at any time and from time to time of the work or the materials failing which are same may be provided by the Engineer-in-charge at the expenses of the contractor and the expenses may be deducted from any money due to the contractor under the contract from his security deposit or the proceeds of sale thereof, or for 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 the expenses of defense of every suit, action or other legal proceeding, at ........ that may be brought by any person for injury sustained owing to neglect of the above precautions and to pay damages and costs which may be awarded in any such suit, action or proceedings to any such persons, or which may with the consent of the contractor to be paid for compromising any claim by any such person.

Clause No.21(A) : The contractor shall provide

scaffolds and working platforms gangways and stairways and shall comply with the following regulations on connections.

a) Suitable scaffolds shall be provided for workman

for all works that cannot be safely done from a

87

ladder or by other means. b) A scaffold shall, not be constructed, taken down

or substantially altered except. i) Under the supervision of the competent and

responsible person and. ii) As far as possible by competent workers

possessing adequate experience in this kind of work.

c) All scaffolds and appliances connected therewith

and ladder shall, i) Be of sound material. ii) Be of adequate strength having regard to the

loads and strains to which they will be subjected and,

iii) Be maintained in proper conditions. d) Scaffolds shall be so constructed that no Part

thereof can be displaced in consequence of normal use,

e) Scaffolds shall not be over loaded and so far as

practicable the load shall be evenly distributed, f) Before installing lifting gear on scaffolds special

precautions shall be taken to ensure the strength and stability of the scaffolds.

g) Scaffolds shall be periodically inspected by a

competent person. h) Before allowing a scaffold to be used by his

workmen the contractor shall whether the scaffolds has been erected by his workmen or not take steps to ensure that it complies fully

88

with the regulations herein specified. i) Working platform, gangway, stairway shall

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

ii) Be so constructed and maintained having

regard to the prevailing conditions so as to reduce as far as practicable risks of person tipping or slipping and,

iii) Be kept free from any unnecessary

obstruction. j) In the case of working platforms, gangway,

working places and stairway at a height exceeding 3 meters.

i) Every working platform and every gangway

shall be closely boarded unless other adequate measures are taken to ensure safety.

ii) Every working platform and gangway shall

have adequate width; and iii) Every working platform, gangway working

place & stairway shall be suitable fenced. k) Every opening in the floor of a building or in

working platforms shall except for the time and to the extent required to allow the excess of persons, or the transport or shifting of materials, be provided with suitable means to prevent the fall of persons or materials.

l) When persons are employed on a roof where

there is danger of falling from a height exceeding 3 m. suitable precaution shall be taken to prevent the fall or persons or materials.

m) Suitable precautions shall be taken to prevent

89

persons being struck by articles, which might fall from scaffolds or other working places.

n) Safe means of access shall be provide to all

working platforms and other working places. o) The contractor (s) will have to make payment to

labors as per Minimum wages Act. Clause No.21(B ) : The contractor shall comply

with the following regulations as regard the hoisting Appliances to be used by him.

a) Hoisting machines and tackle including their

attachment, anchorages &supports shall, i) Be of good mechanical construction, sound

material and adequate strength and free from patent defect, and

ii) Be kept in good , repair and in good working

order. b) Every rope used in hoisting or lower in materials

or as a means or suspension shall be of suitable quality and adequate strength and free from patent defect,

c) Hoisting machine and tackle shall be examined

and adequately tested after erection on the site and before use and be re–examined in position at intervals to be prescribed by the Government.

d) 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.

e) Every crane driver or hoisting appliance operator

shall be properly qualified.

90

f) 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.

g) In case of the 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.

h) Every hoisting machine and all gear referred to in

preceding regulations shall be plainly marked with the safe working load.

i) In case of a hoisting machine having a variable

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

j) No part of any hoisting Machine or of any gear

referred to in regulation (g) above shall be loaded beyond the safe working load except for the purpose of testing.

k) Motors, gearing, transmissions, electric writing

and other dangerous parts of hoisting appliance shall be provided with efficient safeguards.

l) Hoisting appliance shall be provided with such

means as will reduce to minimum the risk of the accidental descent of the load.

m) Adequate precaution shall be taken to reduce to

a minimum the risk of any part of a suspended load becoming accidentally displaced.

Measures for prevention of fire.

Clause No 22 : The contractor shall not set fire to any standing jungle, tree, brushwood, or grass without a written permit from the Executive Engineer, when such permit is given, and also in al cases when destroying cut or dug up tress,

91

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 is own arrangements for drinking water for the labour employed by him.

Liability of contractor for any damage done in or outside work area.

Clause No. 23 : Compensation for all damages done intentionally or unintentionally by contractor’s labour whether in or beyond the limits of Government property including any damage caused by the spreading of the fire mentioned in clause 22 shall be estimated by the Engineer – in – charge or such other officer as he may appoint and the estimates of the Executive Engineer on appeal shall be final and the contractor shall be bound to pay the amount of the assessed compensation on demand failing which the same will be recovered from the contractor as damages in the manner prescribed in clause 1 or deducted by Engineer in charge from any sums that may be due or become due from Government to contractor under this contract or otherwise.

The contractor shall bear the expenses of defending

any action or other legal proceedings that may be brought by any person for injury sustained by him owing to neglect of precautions to prevent the spread of fire and he shall pay any damages and costs that may be awarded by the court in consequence thereof.

Employment of female labour.

Clause No. 24 : DELETED

Work on weekly holidays. Clause No. 25 : No work shall be done on a

Sunday without the sanction in writing of the Engineer-in-charge.

Work not to sublet

Clause No. 26 : The contractor shall not be assigned to sublet without the written approval of

92

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 Engineer-in-charge. And if the contractor shall assign or sublet his contract, or commence any proceedings to get himself adjudicated and insolvent or make any composition with his creditors or attempts so to do or if 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 office or person in the employment of Government in any way relating to his office or employment, or if any such officer or person shall be come in any way directly or indirectly interested in the contract the Engineer – in – charge may there upon by notice in writing rescind the contract and the security deposit the contractor shall there upon stand forfeited and be absolutely at the disposal of Government and the same consequences shall ensure as if the contracts 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.

Sum payable by way of compensation to be considered as reasonable compensation without reference to actual loss.

Clause No. 27 : All sums payable by a contractor by way of compensation under any of the these conditions shall be considered as reasonable compensation to be applied to the use of Government without reference to the actual loss or damaged sustained, and whether any damage has or has not been sustained.

Clause No. 28 : 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 No. 29 : All work 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

93

or points and in what manner they are to be commend and or from time to time carried out.

Direction and control of super intending engineer.

Clause No. 30.1 : Except where otherwise specified in the contract and subject to the powers delegated to him by Government under the code, rules then in force, the decision of the Superintending Engineer of the Circle for the time being shall be final, conclusive and binding on all parties of the contract upon all questions relating to the meaning of the specifications designs, drawing and instructions herein before mentioned and as to the quality of workmanship or materials used on the work or as to any other questions, claim, right, matter or thing whatsoever in any way arising out of or relating to the contract designs, drawing specifications, estimates, instructions orders or these condition, or otherwise concerning the works, or the execution or failure to execute the same whether arising, during the progress of work or after the completion or abandonment thereof.

Clause No. 30.2 : The contractor may within 30

days of receipt by him of any order passed by the Superintending Engineer of the Circle as aforesaid, appeal against it to the Chief Engineer concerned with the contract work or Project provided that,

(a) The accepted value of contract exceeds Rs.10

Lakh ( Rs. Ten Lakhs.) (b) Amount of claims is not less Rs. 1 lakh. (Rs.

One Lakh) Clause No. 30.3 : If the contractor is not satisfied

with the order passed by the Chief Engineer as aforesaid, the contractor may within 30 days of receipt by him of any such order appeal against it to the Executive Director, Konkan Irrigation Development Corporation, Thane, who if convinced

94

that prima-facie, the contractor’s claim rejected by Superintending Engineer /Chief Engineer/Executive Director is not frivolous and that there is some substance in the claim of the contractor as would merit a detailed examination and decision by the Executive Committee/Standing committee at Corporation level for suitable decision.

Store of European or American Manufacturer to be obtained from the Corporation.

Clause No. 31 : The contractor shall obtain from the departmental stores all stores and articles of European and American manufacture which may be required for the work or nay part there of or in making up any articles required there fore 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 she Schedule, in Form A attached to the contract and if they are not entered in the said schedule they shall be debited to him at cost price which for the purpose of this contract shall include the cost of carriage and all the expenses whatsoever which shall have been incurred in obtaining delivery of the same at the stores aforesaid.

Lump sum in estimates. Clause No. 32 : 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 to the items of work involved or the part of the work in question at the same rates as are payable under this contract for each item, or if the part of the work in question is not in the opinion of the Engineer-in- charge capable of measurement the Engineer-in-charge may at his discretion pay the lump sum amount entered in the estimate, and the certificate in writing of the Engineer-in-charge shall be final and conclusive against the contractor with regard to any sum or sums payable to him

95

under the provisions of this clause. Action where no specification

Clause No. 33 : In the case of any class of work for which there is no specification as is mentioned in Rule 1, such work shall be carried out in accordance with the Divisional specifications and in the event of there being no Divisional Specifications, then in such case the works shall be carried out in all respects in accordance with all instructions and requirements of the Engineer-in- charge.

Definition of work. Clause No. 34 : The expression 'works' or ‘work’

where used in these conditions shall unless there be something in the subject or context repugnant to such construction be construed to mean the work or works contracted to be executed under or in virtue of the contract whether temporary or permanent and whether original, altered, substituted or additional.

Contractor’s percentage whether applied to net or gross amount of bill.

Clause No. 35 : The percentage referred to in the tender shall be deducted from or added to the gross amount of the bill before deducting the value of any stock issued.

Payment of quarry fees & royalties.

Clause No. 36 : All quarry fees, royalties and ground rent for stacking material if any, should be paid by the contractor.

Compensation under Workmen’s compensation Act.

Clause No. 37 : The contractor shall be responsible for and shall pay any compensation to his Workmen payable under the Workmen's Compensation Act 1923 (vii of 1923), (hereinafter called the said Act) for injuries caused to the workmen. If such compensation is payable paid by Government as principal under sub-section (1) of section 12 of the said Act of behalf of the contractor it shall be recoverable by Government from the contractor under sub-section (2) of the said section. Such

96

compensation shall be recovered in the manner laid down in Clause 1 above.

Clause No. 37 A : 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 expense are incurred by Government the same shall be recoverable from the contractor forthwith and be deducted without prejudice to any other remedy of Government form any amount or to that may become due to the contractor.

Clause No. 37 B : The contractor shall provide all

necessary personal safely equipment and first aid apparatus available for the use of persons employed on the site and shall maintain the same in condition suitable for immediate use at anytime and shall comply with the following regulations in connection there with.

a) The workers shall be required to use the

equipment so provided by the contractor shall take adequate steps to ensure proper use of the equipments by those concerned.

b) When work is carried on in proximity to any place

where there is a risk of drawing all necessary equipment shall be provided and be kept ready for use and all necessary steps shall be taken for the prompt rescue of any person in danger.

c) Adequate provision shall be made for prompt first

aid treatment of all injuries likely to be sustained during the course of work.

Clause No. 37 C : The contractor shall duly comply

with the provision of “The Apprentices Act 1961“ (III of 1961) the rules made there under and the orders that may be issued from time to time under the said Act and the said Rules and on his failure or neglect

97

to do so he shall be subject to all liabilities and penalties provided by the said Act and said Rules.

Claim for quantities entered in tender or estimates.

Clause No. 38: (1) Quantities shown in the tender are approximate and no claim shall be entertained for quantities or work executed being either more or less than those entered in the tender or estimate.

(2) Quantities in respect of the several items shown

in the Schedule B are approximate and no revision in the tendered rate shall be permitted n respect any of the items so longs as, subject to any special provisions contained on the specifications prescribing a different percentage of permissible variation the quantity of the items does not exceeds the tendered 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/-.

(3) The contractor shall, if ordered in writing by the

Engineer-in-charge to do so, also carry out any quantities in excess of the limit mentioned in sub-clause (I) hereof on the same conditions as and in accordance with the specification in the tender and at the rates.

i) Derived from the rates entered in the current Schedule of rates and in the absence of such rates.

ii) At the rate prevailing in the market the said rates being increased or decreased as the case may be by the percentage which the total tendered amount bears to the estimated cost of the works as put to tender based upon the schedule of rates applicable to the year in which the tenders were invited (for the purpose of operation of this clause, this cost shall be taken to be as shown in Annex 'A' para-5. Claims arising out of reduction in the tendered quantity and any item beyond 25% will be governed by the provision of clause 15 only when the amount of such reduction beyond 25% @ the rate of the item specified in the tender is more than Rs.

98

50,000/- 4) The provisions of this clause will not be

applicable to the extra items. 5 To be operated along with special conditions No.

56. Employment of famine Labour etc.

Clause No.39 : The contractor shall employ any famine convict or other labour of the particular kind or class of ordered in writing to do so by the Engineer-in-charge.

Claim for compensation delay in starting the work.

Clause No.40 : No compensation shall be allowed for any delay caused in the starting of the work on account of acquisition of land, forest acquisition and forest clearance or, in the case of clearance works, on account of any delay in according sanction to estimates.

Claims for compensation for delay in execution of work.

Clause No.41 : No compensation shall be allowed for any delay in the execution of the work on account of water standing in borrow pits or compartments. The rates are inclusive of hard or cracked soil, excavation in mud, subsoil, water standing borrow pits and no claim for an extra rate shall be entertained, unless otherwise expressly specified in this regard.

Entering upon or commencing any portion of work.

Clause No.42 : 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 his subordinate in charge of the work. Failing such authority the contractor shall have no claim to ask for measurement of or payment of work.

Clause No.43 : (i) No contractor shall employ any person who is under the age of 18 years.

Minimum age of persons employed, the employment donkeys and

99

for other animals. (ii) No contractor shall employ donkeys or other animals with breaching of string or thin rope. The breaching must be at least 3 inches and should be of tap (Nawar).

(iii) The engineer-in-charge or his agent is

authorized to remove from the work, any person or animal found working which does not satisfy these conditions and no responsibility shall be accepted by Corporation for any delay caused in the completion of the work by such removal.

(iv) 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 ground 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 by Corporation at the sanctioned tender rates.

(v) Contractor shall provide drinking water

facilities to the workers. Similar amenities shall be provided to the workers engaged on large work in urban areas.

(vi) The contractor should take precautions against

accidents which take place on account of labour using loose garments while working near machinery.

Mode of Payment. Clause No. 44 : Payment to contractors shall be

made by cheque drawn on scheduled bank provided the amount exceeds Rs. 500/- will be paid in cash.

100

Acceptance of conditions compulsory before tendering for work.

Clause No. 45 : Any contractor who does not accept these conditions shall not be allowed to tender for works.

Employment of scarcity labour.

Clause No. 46 : If Corporation declares a state of scarcity or famine to exit in any village situate within 16 miles of work, the contractor shall employ upon such parts of work suitable for unskilled labour, any person certified to whom 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 person wages not below the minimum which Government may have fixed in this behalf. Any disputes which may arise in connection with implementation of this clause shall be decided by Executive Engineer whose decision shall be final and binding on the contractor.

Clause No. 47 : The price quoted by the contractor

shall not in any case exceed the control price, if any fixed by Government/ Corporation or reasonable price which it is permissible for him charge a private purchaser for the same class and description, the controlled price or the price permissible under hoarding and profiteering ordinance, 1948 as amended from time to time. If the price quoted exceeds the controlled price of the price permissible under Hoarding and Profiteering Prevention Ordinance, the contractor will specifically mention this fact in his tender along with the reason for quoting such higher prices. The purchaser at his discretion will in such case exercise the right of revising the price at any stage so as to confirm with the controlled price on the permissible under the Hoarding and Profiteering Prevention Ordinance. This discretion will be exercised without prejudice to any other action that may be taken against the contractor.

MVAT or Sales Tax. Clause No. 48 : The tender rates to be quoted by the contractor must be inclusive of MVAT No extra

101

payment on this account will be made to the contractor.

Employment of local labours.

Clause No. 49 : In case of material that may remain surplus with the contractor from those issued for the work contracted, for the date of ascertainment of the materials being surplus will be taken as the date of sale for the purpose of Sales Tax and the sales tax will be recovered on such sale.

Clause No. 50 : The contractor shall employ at

least 80% of the total number of unskilled labour to be employed by him on the said work form out of the persons ordinarily residing in the district in which site of the said work is located. Provided however that if the required number of unskilled labour from that district is not available the contractor shall in the first instance employ such number of person as is available and thereafter may with the prior permission in writing of the Executive Engineer, in charge of the said work obtained the rest of the requirement of unskilled labour from out side district.

Wages as per minimum wages Act 1948

Clause No. 51 : Wages to be paid to skilled and unskilled laborers engaged by the contractor.

The contractor shall pay the labourers skilled and

unskilled according to the wages prescribed by the Minimum Wages Act of 1948 applicable to the area in which the work if the contractor is located.

Hiring of Machinery Clause No. 52 : All amount whatsoever which the

contractor is liable to pay to the Government in connection with the execution of work including the amount payable in respect of (i) materials and / or stores supplied / issued here under by the Government to the contractor, (ii) hire charges in respect of heavy plant machinery and equipment give non hire, by Government to the contractor for

102

execution by him of the work and / or on which advances have been given by the Government to the contractor shall be deemed to be arrears of Land Revenue and the Government may without prejudice to any other rights and remedies of the Corporation recover the same from the contractor as arrears of land revenue.

Maharashtra Contract Labour (Rules 1977)

Clause No. 53 : The contractor shall duly comply with the provision of Contract Labour (Regulation and Abolition) Act. 1970 (37 of 1970) and the Maharashtra Contract Labour (Regulation and Abolition) rules, 1971 as amended from time to time and all other relevant statues and statutory provisions concerning payment of wages particularly to workmen employed by the contractor and working on the site of work. In particular the contractor shall pay wages to each worker employed by him on the site of the work at the rates prescribed under the Maharashtra Contract Labour (Regulation and Abolition) Rule 1971. If the Contractor fails or neglect to pay wages at the side rates or makes short payment and Government makes such payment, of wages in full or part thereof less paid by the contractor, as the case may be, the amount so paid by the Government to such workers shall be deemed to be arrears of land revenue and the Government shall be entitled to recover the same as such from the Contractor or deduct the same from the amount payable by the Corporation to the contractor hereunder or from any other amount(s) payable to him by the Corporation.

Maharashtra Professional Tax

Clause No. 54 : The contractor shall duly comply with all the provisions of the Maharashtra State Tax on professional and traders calling and employment Act 1975 (See Rule 3(2)). The contractor shall obtained certificate of registration under this Act and shall be produced to Corporation clearance certificate as and when demanded.

103

MVAT as per Ammended MVAT Rules.

Clause No. 55 : The tender rates are inclusive of all taxes,rates,cesses and are also inclusive of the leviable tax in respect of sale by transfer of property in goods involved in the execution of a work contract under the provision of Rule 58 of Maharashtra Value Added Tax Act 2005, for the purpose of levy of Tax

Condition relating to insurance.

Clause 56 :- The contractor shall take out necessary insurance policy/policies so as to provide adequate insurance cover for execution of the awarded contract from the Director of Insurance, Maharashtra, Mumbai - 400 051 only. Its postal address for correspondence is "264, MHADA, Opp. Kalanagar, Bandra, Mumbai-400 051. (Tel.No. 26438403. Fax No.: 26438461/ 26438690) Insurance policy/policies taken out from any other company accepted. However, the contractor desire to effect insurance with the local office of any insurance company, the sum should be under the Co-Insurance. The cum-servicing arrangements approvals by the Director of Insurance. The policy taken out by the contractor is on Co-Insurance basis (G.I.F. - 0% and insurance company 40%) the same will not be accepted and the amount of premium calculated by the Director of Insurance will be recovered directly from the amount payable to the contractors for the executed contract work which may be noted.

MVAT Tax Clause 57 :- The tender rates are inclusive of all

taxes, ratex and cessess and are also inclusive of the leviable tax in respect of sale by transfer of property in goods involved in the execution of work contract under the provision of Rule 58 of Maharashtra Value Added Tax Act, 2005 for the

104

purpose of levy of Tax. Labour Contract Clause 58 :- The successful tenderer shall produce

to the construction of the Competent authority accepting the tender in a valid and current licensed issued in his favour under the provision of contract labour (Resolution and Abolition) Act 1970 and Maharashtra Contract (Resolution and Abolition) Act 1971 before signing the contract. On failure to do so the acceptance of additional earnest money deposited if any will be forfeited to Irrigation department/Corporation.

Supply of Fuel Clause 59 :- The contractor shall make

arrangement to supply fuel for domestic use to all the labours engaged on the site and prevent the labours from cutting trees for the purpose of fuel. If the contractor's labours found cut the trees, the contractor shall be held responsible for the same and shall be punished as per the provisions in the Forest Conservation Act, 1980.

Labour Welfare Cess Clause 60 :- The contractor shall pay 1% on contract value of construction, Labour Welfare ‘Cess’ under act 1996 and build and and other Rules 1998 Inpursuant Govt. of Maharashtra circular No.BCA-2007/¯ÖÏ‘ÖÐ / 788 �úÖ´Ö�ÖÖ¸ü 7 † ´ÖÓ¡ÖÖ»ÖμÖ ´ÖãÓ²Ö‡Ô 32 ×¤ü. 26.10.2009

105

UNDERTAKING

1) I / We ............................................................................................................ agree to accept the payments of the work done as and when the funds are made available by Konkan Irrigation Development Corporation, Thane.

2) So also, I/We ................................................................................................ hereby agree to complete the work on my own cost and will not demand the payment of work done for minimum period of three years. I/We will not demand any claim on account of the pending liabilities with Konkan Irrigation Development Corporation, Thane.

3) I / We ............................................................................................................ also agree that we will not claim any price escalation for the work done beyond the stipulated time limit mentioned in the tender i.e. 12 months from the date of issue of work order.

4) I / We ............................................................................................................ agree that this undertaking supersedes the Clause No. 10 of B-1 Form and Clause No. 17 of Special Conditions of Contract and may other clauses regarding payment of bills, I/We also agree that this undertaking shall form a part and Parcel of original tender.

106

SECTION - V

SPECIAL CONDITIONS OF CONTRACT

107

SPECIAL CONDITIONS OF CONTRACT 1. CONTRACTOR TO INFORM HIMSELF FULLY:

The contractor shall be deemed to have carefully examined the work and site conditions, the special conditions, the specifications, schedules and drawings, and to have fully conformed himself regarding the availability of construction materials, local conditions, ancillary works required to be done etc. before quoting the offer.

If he shall have any doubts as to the meaning of any portion of the special conditions or the scope of work other specifications or any other matter concerning the contract, he shall in good time, set forth the particulars therefore and submit them to the Engineer-in-charge. The Engineer-in-charge generally means the Executive Engineer directly in charge of the work, but also means the Superintending Engineer/Chief Engineer of the Corporation, for exercising powers under this contract.

2. CONTRACT DRAWING AND SPECIFICATIONS:

2.1 On acceptance of the tender, three sets of contract drawing and working drawings as well as one certified copy of the accepted tender will be supplied to the contractor free of charge within one week. On request by the contractor and at the discretion of Engineer-in-charge, the contractor may be supplied additional copies of contract documents to be charged at the rate of Rs. 1500/- (Rs. One thousand five hundred only) per set.

2.2 The drawings, which form part of this contract show the works to be done in such details as possible to do for the present. They will be supplemented or superseded by such additional detailed drawings as may be necessary as the work progresses. The contractor shall carry out the work in accordance with these additional and/or revised drawings as the case may be at the applicable rates as per the contract. The contractor shall be supplied a maximum number of three copies of each of the such working drawings free of charge. Should the contractor require any additional copy for his use, the same may be supplied at the discretion of Engineer-in-charge and the contractor will be charged Rs.1500/- per set of contract drawings and Rs. 100/- for each of such additional copy drawing.

2.3 The contractor shall check all drawings carefully and intimate the Engineer-in-charge immediately any errors or omissions discovered. The contractor shall not take advantage of any kind of errors or omissions in the drawings supplied.

108

3. DATA AND DRAWINGS TO BE FURNISHED BY THE CONTRACTOR:

a) Prior to the commencement of the work, the contractor shall submit to the Engineer in-charge for approval, drawings or prints on while ammonia paper of size 1020 mm x 690 mm or 510 mm x 345 mm as may be suitable in triplicate showing the location of major plant workshop, of any roadways, temporary bridges, unloading facilities and storage yards, etc. which he proposes to put up at the site.

b) Then contractor shall to the Engineer-in-charge for approval within one month from the date of his receiving notice to start work, a layout plan of construction plant and equipment for the execution of the work, which the contractor proposes to adopt at site.

c) Any charges in the approved layout will be subject to further approval.

d) The approval of the drawings, however, will not relieve the contractor of his responsibility from any errors or omissions.

4. ERRORS, OMISSIONS, DISCREPANCIES:

(a) In case of errors, omissions and/or disagreement between written and scaled Dimensions on the drawings or between the drawings and specifications, the following orders of preference shall apply.

Between actual scaled and written dimensions or description on drawing and corresponding one in the specification, the latter shall be adopted.

Between the quantities in the schedule of quantities and those arrived at from the drawing, the former shall apply.

Between the written description of the item in the schedule of quantities and the detailed specifications of the same item, the latter shall be adopted.

(b) The information in connection with the work site well as specification contained in this book of contract in general and in particular in two parts, viz. special conditions and specification for item of work. In case of any discrepancy or repugnancy in the clauses in the section, the specifications will prevail over special conditions.

(c) The special conditions of contract and the specifications shall prevail over clauses of B-l tender form.

(d) In all cases of omissions and/or doubts or discrepancies; in the dimensions or description of any item, a reference shall be made to the

109

Engineer-in-charge hose elucidation, elaboration or decision shall be considered as authentic and final subject of the Clause 30 of B-l form. The Contractor shall be held responsible for any errors that may occur in the work through lack of such reference and precaution.

5. USE OF SITE:

(a) All land required shall be arranged by the contractor from private land owner / Revenue Department at his own cost and no claim on this account shall be entertained.

(b) All areas of operation, including those of his staff and labour colonies, in case handed over to the Contractor shall be cleared and handed over back in good condition to the Engineer-in-charge, except the areas under works constructed from the Engineer-in-charge. The Contractor shall make good, to the satisfaction of the Engineer in-charge. The contractor shall make good, to the satisfaction of the Engineer-in-charge, any damage, or alternations made to areas which he has to hand over back or to other property or land handed over to him for the purpose of this work.

(c) The lands shall as hereinbefore mentioned, be handed over back to the Engineer-in-charge within three months after the completion of the work under this contract or the termination of the contract whichever is earlier. Also no land shall be held by the Contractor longer than the Engineer-in-charge shall deem necessary and the Contractor shall, on due notice by the Engineer-in-charge vacate and return the land which the Engineer-in-charge may certify as no longer required by the Contractor for the purpose of the works. In case the land are not handed over back to the Corporation within the time limit; specified above, penal rent as may be decided by the Engineer-in- charge will be recoverable.

(d) The vegetation and forest is noticeable in project area. The contractor should take utmost care for the preservation of this vegetation and forest Any damage in this vegetation and forest will have to be compensated by the contractor and decision from Engineer in-charge will be final and binding on contractor.

6. CONTRACTOR NOT TO DISPOSE OFF SOIL ETC.:

The contractor shall not sell or otherwise dispose off or remove except for the purpose of this contract, sand, stone, clay ballast, earth rock or other substance or materials which may be obtained from the excavation made for the purpose of this contract or any produce from the site. All such substance,

110

materials and produces shall be the property of corporation and shall be disposed off in a manner and at a place shown in the drawings or as and where the Engineer-in-charge may direct.

7. GOLD/SILVER, MINERALS, OILS, RELICS, ETC. FOUND ON THE SITE:

All gold, silver, oil or other minerals of any description and all precious stones, coins, treasure, relics, antiquities and other similar things which shall be found in or upon the site, shall be property of Government / Corporation and the Contractor shall duly preserve the same to the satisfaction of the Engineer-in-charge and shall from time to time, deliver the same to such person or persons as die Engineer-in-charge may appoint.

8. ACCESS TO SITE AND WORK & CO-OPERATION WITH OTHER CONTRACTOR;

The Engineer-in-charge may, if he considers fit, from to time to time, enter any land which may be in the possession of the Contractor under the contract for lands, which may be in possession of the contractor under the contract for the purpose of executing any works not included in the contract and may execute such works not included in the contract by agents or by other contractor at his option and the contractor shall in accordance with the requirement, of Engineer-in-charge afford all reasonable facilities for execution of the works, including occupation of lands by structures or otherwise to any other contractor employed by the corporation and his workmen or for the workmen of the Corporation who may be employed in the execution on or near the site of the work not included in the contract, or any delay expend insured by reason such default. The contractor shall not, however on account of such. The contractor shall also not cause advertently or inadvertently any obstruction or impediments in progress of the other works being executed by Corporation or through agencies. In the event of dispute regarding the claim, responsibility, liabilities etc. in respect of such faculties, the excision of die Engineer-in-charge shall be final.

9. CLEANING UP :

The contractor shall at all times keep the construction areas and his colony and storage free from a waste or rejected materials. Prior to the completion of the work, the contractor shall remove all rubbish from and around die premises and all tools, scaffolding equipment and materials which are not part of permanent structures except otherwise asked for or as provided under any other clauses of this contract, the premises will be left in a manner fully satisfactory to the Engineer-in-charge.

111

10. LAYOUT OF CONSTRUCTION ROADS :

The contractor shall have to submit detailed plan to the Engineer-in-Charge, showing the layout of the work site, roads and approach by him, before he starts the actual work. Such a road layout plan will be scrutinized by the Engineer-in-charge and any modifications suggested by him will be binding on the contractor. If it is decided by the Engineer-in-charge to have some of the roads proposed by the contractor as common roads for common use of corporation and other contractors or convenient and for compact and layout of work site, the contractor will be bound to construct them and allow them to be used simultaneously by other contractors and departments. In case of disputes, the decision of the Engineers-in charge shall be final and binding on the contractor.

11. PERIOD AND HOURS OF WORK :

The work shall be done usually during the day time. In the interest of progress if it is left necessary to work during the night, the contractor shall obtain specific permission of the Engineer in-charge. for the work to be done at night and adequate lighting arrangements shall be made as directed by the Engineer-in-charge.

12. SIGNING FIELD BOOKS, LONGITUDINAL SECTIONS, CROSS SECTIONS AND MEASUREMENT BOOKS :

12.1 Before starting the work, and at the end before the work is covered, levels for plotting the \longitudinal section (along the axis as decided by the Engineer-in-charge or his authorized representative) and cross sections of the portion of the work shall be taken by the authorized engineer of the contractor in the presence of the Engineer-in-charge or /his duly authorized representative and the same shall have to be got attested from the / Engineer-in-charge or his authorized books shall be final and binding on the contractor. For this purpose, suitable date or dates shall be fixed by the Engineer-in-charge and intimated to the contractor at least three days in advance. If the contractor or his duly authorized agent fails to attend on the appointed date or dates, the levels shall be taken in his absence and such levels and longitudinal section and cross section based thereon shall be final and binding on the contractor. The levels will be taken on such alignment and cross section as will be useful for reference permanently and described under specifications for 'Excavation'. The point of locations for the level will depend upon the roughness of the area and will also be at least in conformity with the requirements of specifications for 'Excavation' as far as possible.

112

13. PROGRAM OF CONSTRUCTION :

WORK AND PROGRESS SCHEDULES:

The construction program is given in Annex 'A' to Section I - Detailed Tender Notice/enclosed at the end of schedule 'B' of tender document based on which the physical program is prepared. If the tendered does not agree with this program, he shall submit his own program without changing total period of tender along with tender documents inclusive of the physical program as stated above, subject to the provision that 50% of the work shall be completed in 50% of the contract period.

In case, it is subsequently found necessary to alter this programme agreed in contract in good time a revised programme incorporating necessary modifications proposed and get the same approved from the Engineers-in-charge.

Additional detailed programme for each working season, beginning from October, showing the progress to the achieved month by month for control ling items shall also be submitted to the Engineer-in-charge not later than the 31st August proceeding the working season and got approved. The engineer-in-charge is further empowered to ask for more detailed programme. Say week by week, for any items of special importance and Contractor shall supply the same as and when asked for without delay.

The submission of the works programme and approval to it by the Engineers-in-charge 11 not relive the contractor of any of his duties or responsibilities under the contract, like timely completion, the damages due to flood or other natural calamities etc. The contractor shall not be entitled for any claims for any damages caused, due to particular to frame the programme after anticipating the rains, floods etc. Actual work turned out shall be mainly taken into account and not just the sum total of the various payments made to the contractor. The advance on the material brought to the site of work will be accounted for while arriving at the progress achieved by the contractor in terms of proportion of the total work tendered for.

14. MATERIALS :

14.0 PROCUREMENT OF MATERIAL

A) CEMENT

14.1 The cement shall conform to modified I.S. 456 2000 and

subsequent revisions for Portland Cement.

14.2 All Cement required for the work under this contract shall be

113

procured, well in advance by the contractor in polythene bags of

twenty to a metric ton as received from the cement factories.

Following cement factories have been approved by the

Government .

1) ACC Ltd., (2) Manikgarh, (3) L & T., (4) CCI (Tandoor Factory), (5) Narmada, (6) Rajashree, (7)Ultratech (8)Vasavdatta (9) Koromandal

14.3 The Contractor shall produce proof of purchase of cement from

the cement factories. The purchase bill supported by Delivery

challan and Excise Gate Pass Shall constitute adequate proof of

purchase. Cement shall be stored in such a way as to allow the

removal and use of cement in chronological order of receipt i.e.

first received being first used.

14.4 Cement shall be kept in a store double locking arrangement (one

lock to be operated by contractor and second lock to be operated

by the authorized person of Department) so that it can be taken

out or fresh stock admitted with the knowledge of supervising

staff of the Government. The watch and ward of the cement

stores shall be the responsibility of the contractor.

14.5 If Godown facilities are available with the department, the same

will have to be utilized by the contractor as per the terms and

conditions as decided by the Engineer - In - Charge.

14.6 In the event of cement in branded bags remaining surplus due to

authorized reduction in quantity of work certified by the Engineer

- In - Charge and as noticed after the issue of completion

certificate, the contractor may choose either of the following two

alternatives.

1. To transfer the cement in branded bags with prior written

permission from the Engineer - In - Charge to any of the

contract work with the Department and account for the

same therein.

2. To sell the cement in branded bags with prior written

permission from the Engineer - In - Charge to any of the

contractors carrying out the works on contract with the

114

department at a price to be negotiated by both the

contractors and account for the same therein.

3. Cement samples required for testing shall be supplied by

contractor free of cost and testing charges for cement will

be borne by the Government.

STEEL

14.7 The Contractor shall procure steel from the market. The

Contractor shall make necessary arrangement at his own

cost for sample from the available stock and shall conform

with the specifications laid down by the Bureau of Indian

Standards (vide their specifications Nos.I.S.432 (Oart 1))of 1966, 1139-1966B 1786-1979), I.S. 226-1969, I.S. 2062-1969, I.S. 2062-1992 and St. 42.0 of IS 1977-1996.

a) The contractor should store the steel of 60 days

requirement at least one month in advance.

b) The contractors will have to construct sheds for storing

steel having capacity not less than the steel required for 90

days use at works site. The Engineer in Charge or his

representative shall have free access to such stores at all

times.

c) The contractors shall further, at all time satisfy the

Engineer - In - Charge on demand, by production of

records and books or by submission of returns and other

proofs as directed that the steel is being used as tested

and approved by the Engineer - In - Charge for the

purpose and the Contractor shall at al times keep his

records up-to-date to enable the Engineer - In - Charge to

apply such checks as he may desire.

d) Contractor shall procure steel from main producer such as

SAILS, TISCO, ISCO or other steel producers of approved

quality.

Rerolled steel will not be acceptable. They should bring

the test certificate of steel procured by them from the

manufacturer.

e) The Steel procured should conform to standard

115

specifications of Bureau Indian standards I.S. No. 1986 of

1979 for Tor Steel and I.S. 432 of 1966 for mild steel. I.S.

226-1969, I.S. 2062-1969 and St.42.0 of IS 1977-1996 for

Structural Steel & Latest order of modified ISI.

f) The steel brought to the site of work should be tested by the contractor. The testing of steel will be free of cost by the department.

15. LABORATORY FOR TESTING WORK:

Whenever the testing of materials, concrete mixes, mortar, earth work and also of foundations of completed works are required as per the detailed specifications or otherwise required by the Engineer-in-charge, the same shall be carried out at the laboratory established by the contractor and/or selected by the Engineer-in-charge at contractor's cost and the result given by this laboratory shall be considered correct and authentic.

The materials, mixes and any other arrangements, including labours, shall be supplied by the contractor to the Corporation free of cost. The samples for testing shall be taken in the presence on Engineer-in-charge of his representative present in site.

The contractor or his authorized representative shall have a free access in these laboratories to get himself satisfied about procedures of testing etc, Even if the contractor or his representative fails to remain present while collecting samples or testing, the result will be considered as authentic and binding on the contractor.

16. HIRE OF CONSTRUCTION EQUIPMENT :

Construction equipment owned by the Corporation, if available and can be given on hire conveniently, will be made available on specific request, to the contractor at rates that will be prescribed by the corporation from time/to time, Supervision charges will also be levied as prescribed by the corporation from time to time. The contractor shall execute the agreement bond as prescribed by the corporation, and shall agree to the specific rates of hire and supervision charges in force, on the day of transaction in writing before shall pay irrevocable bank guarantee for a value equal to 25% of the cost of the similar new machinery; for a period of hire + three months. Some such items of equipment indicated below:

116

RATED EQUIPMENT :

Tankers

Diesel road rollers

Tippers

Dozers

Loaders

Seismopactor

The machinery shall be entirely in the custody of the Corporation. The machinery will not be allowed to leave the work area on any account. All machinery so hired will be entirely operated and maintained by the Corporation in consideration of the charges to be the contractor.

If any equipment is to be used in excess of 8(eight) hours per day, Permission of the Engineers-in-chare shall be obtained in advance.

Reckoning of working hours will start from the time machinery leaves Corporation yard, where it has to return to it daily, and in other cases, when the machinery actually starts working, closing time of working will be when it returns to the Corporation yard or actually ceases working for the day, respectively.

Log books shall be maintained by the Engineer or his authorized representative for each piece of equipment in the form laid down by the Engineer. The Contractor or his duly authorized agent shall verify and sign in the log book or on the machinery duty slip in lieu thereof, daily. If the contractor's representative fails to sign the log book, the entries made by the Corporation's representative shall be binding on the contractor. Any compliant or/ representation regarding the recorded working hours must be submitted in writing within 24(twenty four) hours of the close of the shift. The Engineers decision regarding such disputes pertaining to working hours shall be final and binding on the contractor. Complaints or representations made after lapse of 24 (twenty four) hours limit shall not be consider. The log books shall form the basis for raising debits against the Contractor.

All expenses in respect of oil, fuel, grease, cotton waste etc. shall be borne by the corporation. Crew for operating the equipment shall be provided by the corporation.

All minor and major repairs shall be carried out by the Corporation, to keep the equipment in working condition. However, in case of any breakage,

117

damages, slips etc. which may occur due to the negligence of contractor's labour, equipment or staff or by reason, for which Corporation personnel are not responsible, the cost of such damages shall be recovered from the contractor. The decision regarding fixing of responsibility for any damages shall rest with Engineers-in-charge and decision given by him shall be binding on the Contractor.

Equipment shall be given on hire only when these can be spared. No claim on account of sickness or non availability of machinate shall be entertained.

In case of damage to the equipment during haulage to site of work from Corporation stores or servicing yard, full cost of repairs shall be recovered from the contractor when damage is due to rough handling. That damage to trucks/ tippers due to bad haulage roads will also be recovered from the contractor. Decision of the Engineer-in-charge regarding of repairs and cause of damage shall be final and binding on the contractor.

A truck, tipper, tanker and any other equipment may be hired for a signal day at a time and the minimum charges to be levied will be 8(eight) hours plus mileage or a for 8(eight) hours when mileage is not applicable.

Compressor and concrete mixers shall not be hired for less than a day time and minimum charges for hire will that for four hours per day. Crusher shall not he hired for a period less than a month at a time the minimum charges of hire will be those for 25 (Twenty Five) days and 8 (eight) hours per day.

17. BILLS AND PAYMENTS:

1) Two running payments in a month is permitted. First bill shall be submitted by the contractor by 10th day of the month. Payment of this bill shall be effected as stated in clause 10 of B-l form. Second bill if necessary shall be submitted by the contractor by the 25th day. Payment therefore shall be effected as stated above. Non-submission of the bills on scheduled dates will absolve the corporation of the liability to make payment

2) The format of running bill on which the bills are not submitted by the contractor will be supplied to the contractor by the Corporation. Printed copies of the bill forms as per this format shall be arranged by the contractor at his cost. The bills in five copies shall be submitted to the concerned Deputy Engineer, in the standard proforma only.

3) The final bill shall be submitted within one month of the date of issue of completion certificate.

118

The final bill shall be paid within six months of initial submission.

18. NO INTEREST ON MONEY DUE TO THE CONTRACTOR:

No omission by the engineer to pay the amount due upon measurement or otherwise shall vitiate or make void the contract nor shall be contractor be entitled to interest on any guarantee bond or payment in arrears nor on any balance which may on the final settlement of his account be found due to him.

19. OTHER CONTRACTOR FOR THE WORK:

Corporation has the right to spilt-up the project work detailed in the Work and site Conditions, into distinct items and this contract shall apply only to those items which shall have been specified in this contract.

Should Corporation enter into other contractors for specified items of the project work, each contractor co operate with others to the fullest extent and shall allow others every facility and cooperation for execution of their works simultaneously and satisfactorily, as intended in the designs, specifications and drawings.

Should there be a dispute or disagreement between the contractors for any cause whatsoever, the same shall be referred to the Engineers-in-charges whose decision regarding the coordination, cooperation and facilities to be provided by any of the contractors to others shall be final and binding on all parties and such a decision or decision shall not vitiate any contract nor absolve the contractor of his responsibilities under the contract nor form the grounds for any claim of compensation.

20. CONTRACT DOCUMENTS & MATTERS TO BE TREATED AS CONFIDENTIAL

All documents, correspondence, decision and other matters concerning the contract shall be considered as of confidential and restricted nature by the contractor and he shall not divulge or allow access thereto any unauthorized person.

21. ACCESS TO THE CONTRACTOR'S BOOKS :

Whenever it is considered necessary by the Engineer-in-charge to ascertain the actual cost of execution of any particular item of work or supply of plant or material he shall direct the Contractor to produce the relevant documents, such as pay-rolls, records of personnel, invoices of materials and any and all other contractor shall when so required furnish information, pertaining to the aforesaid items in the mode and manner that may be specified.

119

22. BREACH ON PART OF CORPORATION NOT TO ANNUL CONTRACT :

No breach or non observance on the part of Corporation of any of the conditions contained herein shall annual this contract or discharge the Contractor from the observance and performance thereof, but on application by the Engineer-in-charge, an extension of time be given to the contractor in respect of such breach or non-observance by the Corporation, which shall be governed by Clause 6 of B-l form.

The contractor shall not, however be entitled to consideration or any extension of time for any item of the work unless the contractor shall have made an application in writing to the Engineer in-charge may at his discretion which shall be conclusive, waive the condition regarding this period of one month.

23. LOCAL LAWS:

All local laws in force at the time of entering into the contract and those enacted there after shall be binding on the Contractor and he shall abide by the same.

All import and excise duties, sales tax, local panchayat tax and other taxes shall be borne by the Contractor and they shall be deemed to have been covered by his quoted tender rates, except that the contractor shall not be liable to any land tax for the land handed over to him for the operation in connection with this contract or for his colony or appurtenant works constructed by him for the purpose of this contract.

The Contractor shall also be liable to all relevant provisions of the Indian Income Tax Act, which may be applicable to him from time to time.

The Contractor shall protect and indemnify Corporation against all claims or liabilities arising from or based on the violation of such laws, Regulations by lows by him or by his employees.

24. PERSONNEL OF THE CONTRACTOR:

The Contractor shall, at all times, maintain on the work, a staff of duly qualified engineers and supervisors of sufficient experience of similar other jobs, to assure that the quantity of work turned out shall be as intended in the specifications. The Contractor shall also maintain at the work, a works Manager of sufficient status experience and office, and duly authorize him to

120

deal with all aspects of the day to day work. All communications to and commitments by this Works Manager shall be absolutely binding the contractor.

The Contractor shall supply to the Engineer-in-charge details of names, qualifications and experience in regards to all supervisory staff employed by the contractor and notify changes when made and satisfy the Engineer-in-charge regarding the quality and sufficiency of staff thus employed. The Engineer-in-charge will have the unquestionable right to ask for changes in the quality and number of contractor's staff. The contractor shall on the written directives of the Engineer-in charge, remove from the works any person employed thereof, who may in the position of the Engineer-in-charge be incompetent or has misconducted himself. Such person shall not be employed again on the work without the written permission of the Engineer-in-charge. The contractor shall have to submit information regarding proof of payment of Professional TAx and the clearance certificate in format vide Appendix 'I'

25. DEATH, BANKRUPTACY ETC. :

If the contractor shall die or commit any act of bankruptcy or being a corporation, commence winding up except for reconstruction purposes or carry on its business under a reciver, the executors, successors or other representatives in law of the estate of the contractor or any such reciver, liquidator or any person whom the contract may become vested, shall forthwith give notice therefore in writing to the Corporation and shall for one month, during which he shall take all reasonable steps to prevent a stoppage of work, have the option of carrying out this. Contract subject to his or their providing such guarantee as may be required by the Corporation, but not exceeding value of the work for the time being remaining unexecuted. In the event of stoppage of work, the period of the option be not exercised, the contract or his successor. The Power and provisions reserved to Corporation in his contract of taking of the work out of the Contractor's hand shall immediately become operative. Copy of such notice shall be pasted on work site and advertised in newspaper.

26. NOTICES, HOW TO BE GIVEN :

Where any legal or other notice or any other document or any other direction is to be given to or served upon the Contractor, it shall be deemed to be duly given or served, if it shall have been either delivered to him personally or to his recognized agent or works Manager (including in the case of company, the

121

Secretary of such company) or delivered at or sent through the post, addressed to the last know place of business abode of the Contractor, a notice or other documents which shall be so given to or so served on anyone of the partners in such firms, shall be deemed to have been given or served on all of them.

27. WORK ORDER BOOK :

The contractor shall maintain bound work order book at work site as the Engineer-in-charge may direct. This work order book shall have machine numbered pages in triplicate. The contractor shall make them available to the Engineer-in-charge or his representative, whenever called for. Executive Engineer or his representative may record order about works, in this book leaving the original copy in the book and removing the second and third copy with him. The contractor or his authorized representative shall also sign this work order, in token of its acceptance. All orders recorded in this work order book shall be deemed to have been served on the contractor. On completion of the work all the work order books may be handed over to The Executive Engineer. In the event of refusal of the contractor's representative on the spot to sign the work order book, Engineer-in-charge shall take the necessary further steps in respect of further communication and control, modification or stoppage of work as deemed fit at the entire responsibility of the contractor.

28. PASSING OF FOUNDATION ETC. :

After the completion of the work of excavation, the same will be checked and passed by the Executive Engineer. No masonry or concert or back filling shall be laid unless the foundation is so passed. No concreting shall commence unless the centering and the reinforcement is checked and passed by the Engineer-in-charge.

29. REFERENCE TO STANDARD SPECIFICATIONS :

The specifications of the work as enclosed with this contract document are drawn with a specific reference to site conditions and do not every where include the details of the standard tests and procedures which are already laid down and available in the current Indian Standard Specifications. Wherever such details are not specified in this contract, the provision under current Indian Standard Specifications and / or the standard specifications (1970) of the Government of Maharashtra shall be deemed to the applicable.

122

30. COMMUNICATIONS AND NOTICE BY CONTRACTORS :

All communications and / or notices pertaining to works and concerning matters, such as passing and approving of foundation, reinforcement and form work, measurements, mark outs, etc. shall not be addressed by the Contractor to an Officer below the rank sub-Divisional Officer. All such notices communications, etc. shall be addressed in good time so as not to hold up the work.

31. NON-COMPLIANCE OF CONTRACT CONDITIONS :

If the contractor shall neglect or fail to proceed the works, with due diligence or he violates any of provisions of the contract, The Engineers-in-charge may given notice to the contractor, identifying deficiencies in performance and demanding corrective action. The Engineer-in-charge, shall also clearly state in the notice the nature of action. That shall be taken, if contractor fails to fulfill by necessary corrective action.

Depending on nature of default the Engineer-in charge at his discretion, shall have two options, regarding action to be taken in case of default by contractor. He shall withhold any of the payments due to the contractor or shall terminate the contract in whole or in part. But Engineer-in-charge shall, clearly mention in his notice, the action that shall be taken if the contractor fails to take the corrective action. The period of 14 days shall be given to the contractor to take such corrective after the issue of such notice.

No claims, for compensation of any sort, from contractor will be entertained for withholding the bills indefinitely till specified requirements are complied with the contractor.

After the issue of the notice about default by the contractor the contractor shall not remove, from the site any plant, equipment and materials. The corporation shall have a lien on all such plants, equipments and materials, from the date of such notice, till deficiencies have been corrected.

32. EXTRA ITEMS :

Extra items of work shall not vitiate the contract. The Contractor shall be bound to execute extra items of work as directly by the Engineer-in-charge. The rates for extra items will be governed by the provisions of Clause 14 and 30 of conditions of contract.

123

ACCOMPANIMENT TO THE GOVERNMENT RESOLUTION PUBLIC WORKS DEPARTMENT NO. CAT/06/04/148, DATED : 16-5-2005.

33. 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 (News Series) for Industrial Workers for the Center as per the Labour Gazette published by the Commissioner of Labour, Government Office of Economic Adviser, Ministry of Industry, Government of India, or in the price of petrol/oil and lubricants and 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 :

(1) Labour Component

(2) Material component

(3) POL Component

(4) Bitumen Component

(5) HYSD & Mild Steel Component

(6) Cement Component

(7) C.I. and D.I. Pipes Component

Calculated as per the formula hereinafter appearing, shall be made Apart from these, no other adjustment shall be made to the contract price for any reasons whatsoever. Component percentage 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 actuals.

1. Labour Component K1 ( 18 %)

2. Material Component K2 ( 70 %)

3. POL Component K3 ( 12 %)

4. HYSD & Mid Steel Component

Actual Star Rate Rs.38323/MT

5. Cement Component Actual Star Rate Rs. 5667/MT

Note : If Cement, Steel, Bitumen, C. I. & D. I. Pipes are supplied on schedule 'A', then respective component shall not be considered. Also if particular component is not relevant same shall be deleted.

124

1. Formula for Labour Component :

V1 = 0.85P [ K1 x L1 - Lo ] 100 Lo

Where,

V1 = Amount of price Variation in Rupees to be allowed for Labour component.

P = Cost of work done during the quarter under Consideration minus

the cost of cement, HYSD and Mild Steel, bitumen, C.!. & D. I. Pipes calculated at the basis star rates as applicable for the tender, consumed during the quarter under consideration.

Cement -- Rs 5667 M.T. Steel – Rs 38323 / M.T.

( These star rates shall be specified here)

K1 = Percentage of labor component as indicated above.

Lo = Basic consumer price index for Mumbai center shall be average consumer price index for the quarter presiding the month in which the last date prescribed for receipt of tender, Falls.

L1 = Average consumer price index for Mumbai center for the quarter under consideration.

2. Formula for Materials Component :

V2 = 0.85 P [ K2 x M1 - Mo ] 100 Mo

Where,

V2 = Amount of price variation in Rupees to be Allowed for Materials component.

P = Same as worked out for labour component.

K2 = Percentage of material component as indicated above.

M0 = Basic wholesale price index shall be average wholesale price index for the quarter preceding the month in which to the last date prescribed for receipt of tender, falls

125

M1 = Average wholesale price index during the quarter under consideration.

3. Formula for Petrol, Oil and Lubricant Component. V3 = 0.85 P [ K3 x P1 - P0 ]

100 P0

Where,

V3 = Amount of price variation in Rupees to be al lowed for POL component.

P = Same as worked out for labour component.

K3 = Percentage Petrol, oil & Lubricant component.

P0 = Average price of HSD at Mumbai during the quarter preceding the month in which the last date prescribed for receipt of tender, falls

P1 = Average price of HSD at Mumbai during the quarter under consideration. 4. Formula for HYSD and Mild Steel Component.

V5=So(SI1-Sl0) x T SLo

Where, V5 = Amount of price variation in Rupees to be allowed for HYSD/Mild

Steel component. So = Basic rate of HYSD / Mild Steel in rupees Bulletin during the quarter

under consideration. SI1 = Average of steel Index as per RBI Bulletin for the quarter under

consideration Slo = Average of steel Index as per RBI Bulletin for the quarter preceding the

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

T = Tonnage of steel used in the permanent works for the quarter under consideration.

5. Formula for Cement Component V6 = Co (CI1 - Clo) x T Clo V6 = Amount of price escalation in rupees to be allowed for cement. Co = Basic rate of cement in rupees per metric tonne as considered for

working out value of P. CI1 = Average cement index published in the RBI bulletin for the quarter

under consideration.

126

Clo = Average of cement index published in the RBI bulletin for the quarter preceding the month in which to the last date prescribed for receipt of tender falls.

T = Tonnage of cement used in the permanent works for the quarter under consideration.

The following conditions shall prevail :

i) The operative period of the contract shall mean the period commencing from the date of work order issued to the Contractor and ending on the date on which the time allowed for the completion of the works 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 damages is levied on the Contractor on account of delay in completion or inadequate progress under the relevant Contract provisions, the price adjustment amount for the balance of work from the date of levy of such compensation shall be worked out by pegging the indices, L1, M1, C1, P1, B1, SL1 and CL1 to the levels corresponding to the date from which such compensation is levied.

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

iii) 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 38/37 of the contract from B1 / B2 respectively, since the rates payable for extra items or the extra quantities under Clause 38/37 are to be fixed as per current DSR/RSR or as mutually agreed to yearly revision till completion of such work. In other words, when the completion / execution of extra items as well as extra quantities under Clause 38/37 of the contract from Bl /B2 extends beyond the operative date of the DSR/RSR then rates payable for the same beyond the date shall be revised with, reference to the current DSR/RSR prevailing at that time on year to year basis or revised in accordance with mutual agreement thereon, as provided for in the Contract, whichever is less.

iv) This clause is operative both ways, ie. If the price variation as calculated above is on the plus side, payment on account of the price variation shall be allowed to the contractor and if it is on the negative side, the Corporation

127

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.

v) To the extent that full compensation for any rise or fall in costs 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.

34. CO-ORDINATON WITH OTHER CONTRACTORS :

The contractor should note that there will be other agencies including Corporation, working in the same area for works other than that included in this contract. The contractor shall co-operate with these agencies to the fulled extent and shall allow them reasonable facility and co-ordination for execution of work, simultaneously and satisfactorily as intended in the contract conditions, specifications and drawings. Should there be a dispute or disagreement between the contractor and other agencies for any cause whatsoever, the same shall be referred to the Engineer-in-charge whose decision regarding Co-ordination and facilities to be provided by all the contractors to others shall be final and binding on al 1 parties and such decision shall not vitiate any contract or absolve the contractor of his responsibility under the contract, and shall not from ground for any claim or compensation.

35. UNDERTAKING UNDER CONTRACT LABOUR ACT :

The contractor shall furnish the undertaking towards implementation of contract Labour Act as given in Appendix - F.

36. PHOTOGRAPHS OF THE WORKS :

The contractor will not be allowed to take photographs showing field work or the general location of the work. The Engineer, may however, at his discretion, allow a few construction photographs to be taken for the purpose of the contractor's record. Prior approval of the Engineer in-charge should be obtained in such cases and also in case such photographs are to be exhibited in public literature and calendars, etc., in all such cases, negatives of the photos shall be submitted to the Engineer, after taking approved number of copies and the negative will become the absolute property of the Corporation.

128

37. Data, Drawings to be furnished by the contractor.

a) Prior to the commencement of the work, the contractor shall submit to the Engineer-in-charge for approval, drawings or prints in white ammonia paper of size 1020 mm. x 690 mm. or 510 mm. x 345 mm. as may be suitable, in triplicate, showing the location of major plants, workshop if any roadways, temporary bridges, unloading facilities and storage yards etc. Which he proposed to put at the site and the contractor is supposed to plan with respect to the land provided and it shall not be responsibility of the Corporation to make available the land suitable to the plan submitted by the contractor.

b) The Contractor shall submit to the Engineer-in-charge for approval within one month from the date of his receiving notice to start work.

(i) A layout plan of construction plants and equipments for the execution of the work which the Contractor proposed to adopt at site and

c) Any changes in the approved layout will be subject to further approval from the Engineer-in-charge.

d) The approval of the drawings, however, will not relieve the Contractor of his responsibility from any errors or omissions.

38. FENCING, LIGHTING AND VENTILATION :

a) The Contractor shall be responsible for the proper lighting, fencing, guarding and necessary health and safety measures while executing all works under this contract and for proper provision of temporary roadways, guards, footways, fences, caution notices, etc. as per as the same may be rendered necessary by reasons of the work, for accommodation of workmen, foot passengers or other traffic and owners and accidents that may occur on account of his failure to take proper and timely precaution.

b) Maintenance of Services :

After all the work under this contract is completed and accepted as such, in case the Engineer-in-charge so directs ,the contractor shall maintain the lighting, ventilation communication facilities etc. up to a date determined by the Engineer-in-charge, but not longer than for a period of twelve months .All reasonable charges for such maintenance otherwise not required by the Contractor .As regards the reasonableness of such charges, the decision of the Engineer-in-charge shall be final and binding

129

on the Contractor.

39. LIABILITY FOR ACCIDENTS TO PERSON:

It shall be contractor's responsibility to protect against accidents on the work site. He shall indemnify the Corporation against any claims to the property, injury to workers or any other persons, deaths etc.

On the occurrence of an accident resulting in death or which is so serious as to be likely to result in death, the contractor shall within 24 hours, report in writing to the Engineer-in-charge, the facts stating clearly about the circumstances in which accidents causing minor injuries and loss to property should be communicated in writing, promptly the Engineer-in-charge. In all cases the contractor shall indemnify the Corporation against all losses or damage resulting directly or indirectly from the contractor's failure to report in the manner aforesaid. This includes penalties or fines if any, payable by the Government as a consequence of failure to give notice under the Workmen's Compensation Act or failure to conform to the provisions of the said Act in regard to such accidents.

In the event of accident in respect of which compensation may become payable under the Workmen's compensation Act VTII ,of 1923 including all subsequent modifications thereof, Engineer-in-charge be sufficient to meet such liability out of the amount payable to the contractor.

These sums shall be recovered from the immediate payment due to the contractor in one installment or in more than one installments. The decision of the Engineer-in-charge regarding this shall be final and binding on the contractor. On receipt of award from the Labour Commissioner the balance amount shall be reimbursed to or recovered from the contractor.

It should be noticed that though the Corporation is a Principal employer, the complete responsibility of compensation shall be on the contractor.

40. THE CONTRACTOR TO SUPPLY AND BE RESPONSIBLE FOR THE SUFFICIENCY OF THE MEANS EMPLOYED:

The Contractor shall supply and take up on himself the entire responsibility of the sufficiency of the scaffolding, timbering, machinery, tools, implements and generally of all the means irrespective of whether such means may or may not have been approved of or recommended by the Engineer in charge and the Contractor must accept all risks of accidents or damages from whatever cause they may arise, until the completion of this contract.

130

41. COVERING OF WORKS :

The Contractor shall give not less than the seven days notice in writing to the Engineer- in-charge of the work which is proposed to be covered up or placed beyond the reach of measurements so that the measurements may be taken before the work is covered up or placed beyond the reach of measurements. No work shall be covered up or placed beyond the reach of measurements, before ensuring that the measurements of work to be covered up are measurements. Any work covered up or placed beyond the reach of measurements without such notice having been given or contest obtained, the same shall be uncovered at the Contractor's expenses and in default thereof not payment or allowance shall be made for such work or for materials with which the same was executed.

42. QUANTITIES OF WORK :

The quantities of work under the various items in the Schedule 'B' Part I, Schedule of Quantities and Bid Rates as estimated by the Corporation; have been provided as could be reasonably anticipated and should be taken as indicative only. The amount of work will depend upon the actual conditions that will be encountered in the construction and the results of detailed designs which will continue to be refined as more field data and information comes to hand. If the work is started by the corporation, the quantities put to tender shall be reduce to the extent the work is done by Corporation up to the date of starting the work by the contractor. No claims due to reduction in quantity on this account will be entertained.

43. ACCURACY OF LINES, LEVELS AND GRADES:

Setting out

a) The contractor shall be responsible for the true and proper setting out of the work and for the correctness of the position, levels, dimension, alignments of all parts of the work and for the provisions of all necessary instruments, appliances and labour in connection with this.

b) For the purpose of setting out, one permanent bench mark shall be established by the Corporation near the site, the value of which shall be given to the contractor, by the Engineer in charge on demand by the contractor. Similarly the reference line in the form of center line of junction wall and of some other components, if found by the Engineer-in-charge for complete setting out of the structure shall be given. All the setting out shall be with reference to this bench mark and reference line.

131

c) If at anytime during the progress of works the error shall appear or arise in the position, level, dimension or alignment of any part of the work, the contractor shall rectify such error to the satisfaction of Engineer-in-charge without any extra cost to the Corporation.

d) The periodical checking of these by Corporation staff shall not absolve the contractor of his responsibility regarding accuracy .In case of deviation, the contractor shall make good to the discrepancy at his own cost and without any compensation for the additional work involved. Wherever such discrepancies, if any, are found to arise between the works of different contractors at the junction of their works, the relative liability to set right their respective discrepancies shall be fixed by the Engineer-in-charge, whose decision shall be final and binding on the contractors concerned. The Engineer-in-charge shall further have the unquestioned right to rectify the discrepancies and recover the costs from the contractor or contractors according to proportion as he may consider reasonable.

e) It is the responsibility of contractor to preserve the benchmark and the reference points established for setting out.

44. EXCAVATED MATERIAL :

All the materials available from excavation will be the property of Corporation and shall be disposed off only as directed by the Engineer- in-Charge. The materials of approved quality available from the excavation including that carried out by the Corporation may be used by the contractor in the items of works included in contract in Schedule 'B' or for ancillary or preparatory work, free of cost. Prior approval of Engineer-in-charge for such use shall, however, be taken. The Contractor shall make proper arrangements for sorting out and stacking material of approved quality that he proposed to use as aforesaid. Corporation will be free to make use other materials not required or not likely to be required for use by the contractor as will be determined by the Engineer-in-charge.

The contractor should utilise available material from excavated stuff for backfilling. Royalty charges for all construction material are included in estimate at the rate of Rs. 70.68/Cum. Any increase or decrease in the rate will have effect in its payment/recovery on submission of valid document i.e. challan etc

132

45. SAFETY MEASURES :

The contractor shall arrange for the safety in his operations as required including the provisions in the safety manual published by the Central Water and Power Commission, New Delhi. (Jan. 1962 Ed.) In case the contractor fails to make such arrangements the Engineer-in-charge shall be entitled to cause them to be provided and so recover the cost thereof from the contractor. The following are some of the measures listed, but the same are not exhaustive and the contractor shall add to and suggest these precautions on his own where necessary and should comply with the direction issued by the Engineer-in charge in this behalf from time to time and at all times.

Providing protective head guard to workers in the works like deep excavation to protect them against fall of overburden materials.

Getting the workers in such jobs periodically examined for chest trouble due to too much breathing in fine dust.

Taking such normal precaution like fencing and lighting to excavation or trenches, not allowing, nails or metal parts or useless timber spread around, marking danger area for blasting whistles etc.

Providing sufficient suitable and safe accesses to all work spots including ladders, gangways, platforms, etc. avoiding naked wires, etc. such would electrocute the workers. Taking necessary steps towards training the workers concerned on the use of machinery before they are allowed to handle them independently and taking all necessary precautions in and around areas where machines hoists and similar units are working.

46. MAINTENANCE :

After the works are completed in all respects in accordance with the contract with the condition, a completion will be issued by the Engineer-in charge.

From the date of issue of the completion, till the expiry of 12 calendar month, the Contractor shall be liable for the replacement of any part of plant or work found to be defective from the cause from faulty materials or workmanship or other causes, for which in the judgment of the Engineer-in-charge, the Contractor responsible and for making good any damage arising there from.

47. SUNDAYS AND HOLIDAYS :

No work shall be done on weekly local holidays or on other Government holidays duly gazette or on holidays observed by local usage without the prior

133

sanction of the Engineer-in-charge. With holidays of such sanction shall not form any grounds for compensation or extension of time limit.

If on the other hand, the Engineer-in-charge directs that the work shall be proceeded with on days and during hours otherwise not permissible under this contract, the Contractor shall proceed with the works as directed, without, in any way violating this contract or forming any grounds for compensation or claim.

The Contractor shall, in his dealing with labour at all times during the period of this contract, have due regard to local festivals religious and other customs.

48. BANK GUARANTEE :

Bank guarantee shall be given on the stamp paper of Rs.100/- in the form prescribed by the Corporation. The bank guarantee shall be valid for the entire period of contract till the date of issue of completion certificate as prescribed under Para No. 7 of Conditions of Contract. It will be the responsibility of the contractor to get validity of Bank Guarantee extended on the stamp paper of Rs. 100/- at least one month prior to expiry date from time to time failing which the Bank Guarantee shall be enclosed by the Corporation well before expiry date of bank guarantee and cash accrued will be at the disposal of the Corporation.

49. HANDING OVER OF WORK :

All the work and materials, before finally taken over by Corporation will be the 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 handing 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 or his authorized representative and the contractor. It is however, understood that before taking over such work, Corporation will not put it into regular use as distinct from casual or incidental one, except as specifically mentioned elsewhere or as mutually agreed to.

50. INSTRUMENTATION :

In case, it is proposed to have any instrumentation, in work, the instruments and their accessories will be procured and installed by the Corporation as per programmed framed by the Engineer-in-charge. Care should be taken by the

134

Contractor to protect these instruments as well as their connections during various construction operations. The Contractor shall also extend all facilities for installation and observation of these instruments. All the operations required for facilitating the installation of the instruments should stand included in the relevant items of tender. No claim, however shall be entertained due delay or obstruction that might be created due to installation or observation.

51. INSPECTION OF WORKS :

The Engineer or his duly authorized representative shall have at all times full power to inspect the work, whenever in progress either on the site, in the contractor's premises or the work site. Further, contractor shall not without written authorization, permit entry on site of work of any person except authorized representative of the Corporation or the Engineer or the contractor's staff and labour directly engaged on and in connection with the work.

The contractor shall, at his cost, provide all necessary facilities for proper inspection and supervision of the work gangways, platforms, scaffolding and ladders, etc. of suitable dimensions and sufficiently strong at appropriate locations and all accesses to passages etc. shall be well lighted and maintained in good order. The Engineer's decision about the sufficiency and adequacy thereof shall be final.

The contractor shall, during working hours, maintain supervisor of sufficient training and experience to supervise various items and operations of the work and the said supervisors shall remain present during inspections of the Engineer. All orders and directions given to such supervisors or other staff of the contractor shall be deemed to have been given to the contractor directly. Further the Engineer may, by due notice to the contractor shall comply with such directions.

52. OPENING OUT WORKS :

Should the Engineer consider, if necessary, in order to satisfy himself as to the quality of work the contractor shall at any time during the continence of the contract pull down or cut into any part of the work, and make such opening into and to such an extent through the same as the Engineer may direct and the contractor shall make good the same at his cost and to the satisfaction of the Engineer.

135

53. REMOVAL OF IMPERFECT WORK :

If it shall appear, that the work has been executed with unsound, imperfect or of an inferior quality or otherwise not in accordance with the contract documents, the contractor shall at his own cost rectify, remove or reconstruct the same, wherein whole or in part as may be, directed by the Engineer, whether or not, the value of any such work of the material shall have been include in any payment made to the contractor. The decision of the Engineer-in-charge shall be final and binding on the contractor. The Executive Engineer may, if he thinks fit, allow such work to be paid at rescued rates and his decision will be final and binding, provided further that the option to replace the defective work or materials with ones in accordance with the specified standards.

54. JURISDICTION OF COURT FOR DISPUTES :

Disputes if any, arising out of his contract shall be subject to the jurisdiction of the High Court of Mumbai.

55. MODE OF PAYMENT OF THE QUANTITIES OF EXCAVATION, EMBANKMENT, MASONRY AND CONCRETE ITEMS EXECUTED IN EXCESS OF 125%:

55.1 Clause No. 38 of B-1 Tender Form pertains to payment of quantities of different items of Schedule 'B' in excess of 125% of the tendered quantities. It is to be clarified that in the case of items of excavation in soft strata, in the present tender, this clause will become applicable only if the total quantity excavation (Le. Quantity given in Schedule 'B1 Part, Excavation in soft strata, quantity given Excavation in hard strata exceeds by 125 % during execution following procedure will apply:

Case-1 : Where quantity of excavation executed 125%of total of tendered quantity of items of excavation in soft strata and in hard strata, but quantity executed of anyone of the individual items is less than or equal to the tendered quantity for that items all the excess quantity beyond 125 % of total tendered quantity in items of excavation in soft strata and hard strata; will be paid by revising the rate of only that items where excess has occurred.

Case-2 : Where total quantity of excavation executed for both items (excavation in soft strata and hard strata) exceeds 125% of the total tendered quantity of items of excavation, quantity in excess of 125 % total tendered quantity will be distributed in the Ratio of Executed quantity of individual item of

136

excavation Total executed quantity of items of excavation in soft strata and hard strata and will be paid by revising the rate of individual item as per clause 38(2), subject to the provision that the revision of rate will be applicable only for the quantity of individual item executed beyond the tendered quantity.

In case of executed quantity is less than 75 %of the total quantity of excavation in soft strata and hard strata, these will be treated on similar lines as in case (1) and (2) above.

Case-3: Where total quantity of all masonry items taken together exceeds 125% of the total tendered quantities of al 1 masonry items, quantity in excess of 125% of total tendered quantity will be distributed in the Ratio of Executed quantity of individual items of masonry. Total executed quantity of all masonry items taken together and will be paid by revision the rate of individual items as per clause 38(2), subject to the provision that the revision of rate will be applicable only for the quantity of individual item executed beyond the tendered quantity. In case of executed quantity is less than 75 % of the total quantity of all masonry items taken together, these will be treated on similar lines as in case(l) and (2) above.

Case 4 : Where total quantity of all concrete items taken together exceeds 125 % of the total tendered quantities of all concrete items, quantity in excess of 125 % of total tendered quantity will be distributed in the Ratio of

Executed quantity of individual item of concrete Total executed quantity of all concrete items taken together

and will be paid by revising the rate of individual item as per clause 38(2), subject to the provision that the revision of rate will be applicable only for the quantity of individual item executed beyond the tendered quantity.

In case of executed quantity is less than 75 % of the total concrete items taken together, these will be treated on similar lines as in case (1) and (2) above.

For payment of quantities in excess of 125% of tendered quantity for items other than excavation, masonry and concrete items, provision of clause 38 (2) of B-l Tender Form will be applicable.

137

56. MODE OF PAYMENT OF EXCAVATION QUANTITIES IN RUNNING BILL AND FINAL BILL:

56.1 Payment of work done under items of excavation in soft strata and hard strata will be made at 90 % of the contract rate in R.A bills for all excavated quantities till the final designed cross section of component as decided by the Engineer-in-charge is reached. The component cross section as per design shall be deemed to have been reached only if no work remains to be executed between the two adjacent cross section .100 % of payment at contract rate in R.A. bills may be released only after the work of excavation is completed between two adjacent cross section, No intermediate length will be considered. Canal reaches where excavation work and bank work has been completed as above, the same may be taken over by the Engineer-in-charge subject to provision that the canal reach is from head to tail, that at least 500 meter in continuous length, at a time is ready for taking over from the contractor.

57. Period as specified in Column No. 20, after completion of work if any repairs is required due to the defect in construction, the same will be carried out by the contractor at his own cost. The security deposit amount is only payable after completion of this period.

58. The tendered rate shall be inclusive of all taxes rates and shall also be inclusive of the tax livable in respect of work contract / under the provision of Maharashtra Value Added Tax on property and goods involved in the execution; of works contract Maharashtra Value Added Tax Act. No. 2005.

59. (A) Anti Maleria and other health measures shall be as directed by the Joint Director of Health Services, Pune.

(B) Contractor shall see that mosquitogenic conditions are not created so as to keep vector population to minimum level.

(C) Contractor shall carry out antimaleria measures in the area as per guidelines prescribed under National Maleria Irradiation Programme and as directed by the Joint Director (M& F) of Health Services, Pune.

(D) In the case of default in carrying out prescribed anti-maleria measures resulting in increase in maleria incidence, contractor shall be liable to pay Corporation, the amount spent by Government on an anti- malerial measures to control the situation in addition to fine.

(E) The contractor shall make sufficient arrangement of draining away the sewage water as well as water coming from the bathing and washing places

138

and shall dispose of this water in such a way as not to cause any nuisance. He shall also keep the premises clean by employing sufficient number of sweepers.

The contractor shall comply with all rules, regulations bye laws and directions given from time to time by any local or public authority in connection with this work and shall pay fees or charges which are leviable on him without any extra cost to Corporation.

60. Deduction of Income Tax at 2 % of the value of the work done will be made from the Contractor's A.A .bills and surcharge at the appropriate rate on Income Tax will be deducted.

61. The contractor shall make arrangement to supply fuel for domestic use to all the labours engaged on site and prevent the labours from cutting trees for the purpose of fuel if the contractor's labour found to cut the trees the contractor shall be held responsible for the same and shall be punished as per the provision in Forest Conservation Act. 1980.

62. CHANGE IN LOCATION AND LAYOUT :

The Konkan Irrigation Development Corporation, Thane reserves the right to change the location of different components of work, amend the layout due to any reason whatsoever. No Claim of any nature due to above shall be entertained.

63. LIMIT OF CONTRACT :

Equipment furnished shall be complete in every respect with all mounting, fitting and fixtures and standard accessories, normally provided with such equipment and /or needed for erection. Completion of the equipment as required by applicable National and international codes though they may not have been specifically mentioned in the detailed specification.

64. QUALITY AND MATERIAL :

The quality of workmanship produces by skilled knowledge and experienced workmen, mechanics and artists is; required for the work. Particular attention shall be given to the appearance and finish of exposed work. The decision of the Engineer with regard to the quality and adequacy of workmanship shall be final and binding on the Contractor.

All materials and equipment incorporated in the work shall be new. Equipment not covered by detailed suitable for the purchase intended and approved by

139

Engineer facilities and exercise such measures as will ensure the preservation of the required quality and fitness of all materials and equipments.

The equipment to be supplied under this contract will be only from the makes, acceptable to the Corporation. The contractor should state which make he proposes to supply under this contract.

Materials or equipment non-conforming to the requirements of the contractor documents or laid down specifications shall be rejected immediately and removed forthwith from the site of work by the contractor at his cost.

If it shall appear, that the work has been executed with unsound imperfect or of an inferior quality or otherwise not in accordance with the Contract documents, or of an inferior quality, the Contractor shall at his own cost rectify, reform, remove, or Engineer, whether or not the value of any such work of material shall have been included in any payment made to the Contractor. The decision of the Executive Engineer may if he thinks fit, allow such work to be paid at reduced rates and his decision, will be final and binding, provided further that the rules fixed by the Engineer, be not acceptable to the Contractor, he shall have the opinion to replace the defective or materials with ones in accordance with the specified standard.

In the event of an emergency, where in the judgment of the Engineer delay would cause serious loss or damage. Repairs or adjustment may be made by the Engineer or a third party chosen by engineer without advance notice to the Contractor and the cost of such work shall be paid by the Contractor or by the surety in the event such action is taken by the Engineer the Contractor will be notified promptly and he shall assist wherever possible in making the necessary corrections. This shall not absolve the Contractors liability under the terms and conditions of the contract.

The cost of any special or general overhaul rendered necessary during the operation period vide section 38 of Vol. II due to defects in the plant or defective work carried out by the Contractor shall be borne by the contractor.

In the case of these defective parts which are not repairing at site but are operation at the equipment the contractor and the Engineer shall mutually agree to a programme of replacement or renewal which will minimize extent in the operation of the equipment. Decision of the Engineer in this respect shall be final. At the end of the guarantee period, the Contractors liability ceases except for latent defects in respect of goods supplied by sub-contractor. Where a longer guarantee (more than 24 months) is provided by

140

the sub-contractors, the Corporation shall be entitled to the benefit of such longer guarantee.

65. EQUIPMENT PERFORMANCE GUARANTEE :

The performance guarantees of the contract are detailed separately in the itemwise specification. These guarantee shall supplement the general performance guarantee provisions covered under special conditions of Contract.

Should the Engineer consider, if necessary, in order so satisfy himself as to the quality of work the Contractor shall at any time during the continuance of the Contract dismantle or dismantle any part of the work, and make such inspection possible to such an extent as the Engineer may direct and the Contractor shall make good the same at his cost and to the satisfaction of the Engineer.

66. TEST, INSPECTION AND REJECTION OF DEFECTIVE MATERIALS AND WORKS :

The Contractor shall without extra cost provide samples and co-operate in the testing of materials and inspection of work .The Engineer shall have access at all times to the places where components are being manufactured for use under the Contract, to determine that manufacturer is proceeding in accordance with drawing and specification and the Engineer shall also have access at all times to the place of storage.

Further, Contractor shall not without written authorization, permit on site of work of any person except authorized representative of the Corporation or the Engineer or the Contractors staff and labour directly engaged on and in connection with the work.

67. REGISTRATION AND STATUTORY INSPECTION :

All registration and statutory inspection fees, if any in respect of his work pursuant to this Contract shall be to the account of the Contractor. However, any registration, statutory inspection fees, lawfully payable under the provision of any statutory laws and its amendments from time to time during erection in respect of the plant and equipment ultimately to be owned by the Corporation shall be borne by the re-arranged due to the fault of the Contractor or his sub-contractor the additional fees for such inspection and/or registration shall be borne by the Contractor.

141

68. CONTRACTOR'S MATERIAL BROUGHT ON THE SITE :

The Contractor shall bring to site all equipment components, parts materials, including construction equipment tools and tackle for the works under intimation to the Engineer. All such good shall from the time of their being brought vest in the Engineer but may not on any account be removed or taken away by the Contractor shall nevertheless be solely liable and responsible for any loss or destruction there of and damage thereto.

The Corporation has alien on such goods for any sum which may at any time be due or owing to Corporation by the Contractor under in respect or by reason to do so. The Engineer shall be at liberty to sell and dispose off any such a manner as he shall think fit including public action or private treaty and to apply the proceeds in or towards the satisfaction of such sum due as aforesaid.

After the completion of the works the site under the direction of the Engineer the materials such as construction equipment, erection tools and tackle, scaffolding etc. with the written permission of the Engineer, if the Contractor fails to remove such materials within 15 (fifteen) days of issue of a notice by the Engineer, to do so, then the Engineer shall have the liberty to dispose off such materials and credit the proceeds thereof to the account of the Contractor.

69. LABORATORY :

Contractor shall have to construct a building admeasuring minimum 150 m2 carpet area for accommodating site office, material testing laboratory temporary godown etc. as per drawing approved by Engineer-in-charge.

A material testing laboratory is to be provided with the minimum following testing equipment.

1. Sand replacement equipment

2. Soil testing equipment (Core cutter and accessories)

3. Slump cone for concrete.

4. Standard Proctor Test Equipment

5. Concrete cubes moulds of standard size. Min. 12 Nos.

6. IS sieve set (300 Micron and above)

7. Oven Balance

142

8. Concrete cube testing machine.

9. Any other required testing equipments as directed by the engineer - in

charge.

Contractor should maintain the building and duly caliberated Laboratory equipments in good condition during the construction period. .

70. PROVIDING NEW INSPECTION VEHICLE AND ZEROX MACHINE TO THE CORPORATION: The contractor shall be required to provide One Mahindra Bollaro vehicle of letest model and configuration to the KIDC within a month period after issue of work order to the Contractor. The cost of providing inspection vehicle to the corporation shall deemedto have been included in the cost of work and no seperate payment on account of this shall be made to the Contractor. The supplied inspection vehicle shall be the property of Corporation.

143

GENERAL SPECIFICATIONS

144

GENERAL SPECIFICATIONS

I. EXCAVATION DEFINITIONS

1.1 SOFT STRATA:

This shall include all kinds of rock or shale, indurate, clay, soil silt, sand and gravel, soft and hard murum and any other material which can best be removed with a shovel after loosening with a pick and /or bar. It shall include isolated boulders up to 0.1 cum each which do not need blasting and could be removed with a pick, bar and shovel.

At the change of the strata, the contractor shall inform the department in writing before proceeding with the work of excavation in hard strata. The Engineer-in-charge may thereupon cause to take levels of finished excavation in the soft strata.

1.1.2 SAFETY OF EXCAVATION :

Before any work of excavation for foundation is taken up, all loose rock, sand semi detached rock, in or close to the area to be excavated that is liable to fall or otherwise endanger the workmen on the project shall be stripped. The methods employed shall as will not shatter any rock that was originally sound or any soft material not requiring removal as contemplated therein, but which may later become loosened or unstable shall be promptly and satisfactorily removed. The cost of such clearing shall be deemed to have been included in the unit rates accepted under the different item of excavation and up to pay lines.

1.1.3 SHORING AND STRUTTING SLOPES MAINTENANCE OF EXCAVATION SLOPES

Any shoring and strutting required during construction shall be deemed to be covered by the rates quoted for the items.

The contractor shall be responsible for the accuracy of the excavated slopes. If any particular locations, the contractor considers it is necessary in the interest of safety to provide berms, he shall forthwith bring the same to the notice of the Engineer - in -charge and obtain orders thereon. Such additional excavation if approved by the Engineer- in -charge by prior written orders, will be paid for at the rates accepted for the particular class of material.

145

1.1.4 SLIPS:

Every precaution shall be taken to prevent slips. But should slips occur, the slipped material shall be removed to slopes as directed. No compensation shall be paid to the contractor because of mishaps arising out of slips.

1.2 HARD STRATA:

This shall include all rock occurring in masses which could best be removed by blasting where such blasting is permissible. It shall also include rock which owing to the proximity of structures and for any other reasons has to be cut out by means of chisels or wedges. It shall also include boulders in mass or isolated boulders over 0.1 cum each which require blasting or wedging and breaking for easy removal.

1.2.1 SLOPES ADMISSIBLE FOR VARIOUS STRATA:

i) SOFT STRATA

The slopes allowable in this strata will be 1:1 (horizontal Vertical). side slope of cut will be governed by the requirements of stability.

ii) HARD STRATA

The slopes allowable in this strata for the sides are 0.5:1 to 0.25:1 (Horizontal Vertical) for payment of this strata.

1.3 GENERAL SPECIFICATIONS FOR EXCAVATION:

Unless otherwise explicitly provided for the item of clearing site as given below will be considered as included in the item of the excavation.

1.3.1 REMOVAL OF RUBBISH:

The area to be occupied by the Dam and its appurtenant work etc. shall be cleared of all trees, roots, stumps, decayed timer bush rubbish and all other objectionable materials.

Trees and dismantled material will be the property of the Government.

All trees fallen and all materials form dismantled structure shall be property of Government and shall be stacked in a suitable place as directed by the Engineer - in -charge of his representative.

146

1.3.2 DISPOSAL OF WASTE MATERIAL:

Waste materials from Canal site decided as such by the Engineer- in -charge obtained from cleaning operation or excavation shall be brunt or removed immediately & deposited at such places & in the manner directly by the Engineer - in -charge in order to avoid unsightly appearance.

1.4 RULES FOR BLASTING OPERATIONS GENERAL:

The contractor shall acquaint himself with all the applicable laws & regulations concerning storing, handling, and the such of explosive. All such laws, regulations and rules etc. in current from time to time shall be binding upon the contractor.

The provision detailed in these rules are supplementary to the above laws, rules and regulations etc. applicable except where they conflict with the mentioned laws are etc. from time to time. Further, the Engineer-in-charge may issue modifications, alterations or new instructions from time to time. The contractor shall comply with the same without these being made a cause for any claims.

1.5 MATERIALS:

All materials such as explosives, detonators, fuses, tamping material etc. that are proposed to be used in blasting operations shall have the prior approval of the Engineer-in-charge.

Black powder and fuse explosive (As commonly used currently in India) shall be used whenever possible. Explosives with Nitro. Glycerene shall only be used under exceptional circumstances and where the above explosives are not effective.

The use of fuse with only one protective coat is prohibited. The fuse shall be sufficiently water resistant as to be unaffected when immersed in water for thirty minutes. The rate of burning of the fuse shall be uniform and not less than 4 seconds per 2.5 cms. Of length with 10% tolerance on either side.

Before use, the fuse shall be inspected and the moist, damaged or broken one discarded. The rate of burning of all neat types of fuses, or when they are being stocked for long, shall be tested before use.

The detonators used shall be capable of giving effective blasting. The moist explosive or damaged detonators shall be discarded.

147

1.6 PERSONNEL

Excavation by blasting will be permitted only under personal supervision of competent and licensed persons and trained workmen.

All supervisors and workmen-in-charge of handling, storage and blasting work shall be adequately insured by the contractor.

The storage shall be in charge of very reliable person approved by the Engineer, who may be any, if necessary, cause police enquiry's being made as to his reliability, antecedents, etc. The contractor shall have to produce a security for the person in charge of the explosives if and as required by the Engineer, or the Civil authorities of the District.

The contractor shall make sure that his supervisors and workmen are fully conversant with all the rules to be observed in strong handling and use of explosives. It shall be assured that the Supervisor-in-charge is thoroughly acquainted with all the details of the handling and the blasting operations.

1.7 STORAGE OF EXPLOSIVES:

The contractor shall build a magazine for storing the explosives. The site of the magazine, its capacity and design shall be subject to approval by the Engineer-in-charge and inspect the explosives before the construction is taken us. As a rule, the explosives should be stored in a clean, dry, well ventilated, bullet proof and fire proof building on an isolated site. The explosives detonators and fuses shall each be separately stored.

A careful and day to day account of the use of explosives shall be kept by the Contractor in an approved register and in and approved manner. The register shall be produced by the Contractor for the inspection of the Engineer-in-charge when so required by the latter. The Engineer may also pay surprise visit to the storage magazine. In case of unaccountable storage of the explosives or if the account is not found to have been maintained in the manner prescribed by the Engineer the contractor shall be liable to be penalised with forfeiture of security deposit lodged by him with the Government, or his tender shall be liable to be cancelled in which case he shall not be entitled to any compensation for the losses, etc. The action taken under this clause shall be in addition to that which might be taken by the competent Civil authorities in a court of law.

The magazine shall at all times be kept scrupulously clean.

No unauthorised persons shall be admitted inside the magazine.

148

The magazine shall when not in use of authorised persons be kept well and securely locked.

The magazine shall on no account be opened during or on the approach of a thunder storm and no person shall remain in the vicinity of the magazine during such period.

The magazine shoes without nails shall at all times be kept in the magazine and a wood-tub or cement through about 30cms. High and 45 cms. in diameter filled with water shall be fixed near the door of the magazine.

Person entering the magazine must put on the rnagazine shoes which shall be provided by the contractor for the purpose and be careful as to:

i) Not to put their feet on the clean floor unless they have the magazine shoes on.

ii) Not to allow the magazine shoes to touch the ground outside the clean floor,

iii) Not to allow any dirt or grit to fall on the clean floor.

Persons with bare feet, shall be fore entering the magazine dip their feet in water and then step direct from the tub over the barrier (if there be one on clean floor)

A brush or broom shall be kept inside the magazine for clearing out the magazine on each occasion it is opened, for the receipt, delivery or inspection of explosives.

No match or inflammable material shall be allowed in the magazine. Light shall be obtained from an electric storage battery lanterns.

No persons having articles of steel or iron on him shall be allowed to enter the magazine.

Cotton rags, waste, articles liable to spontaneous ignition shall not be allowed inside the magazine.

Workmen shall be examined before they enter the magazine to see that they have none of the prohibited articles on their person.

No tools on instruments other than those of copper brass, gunmetal or wood shall be allowed inside the magazine. All tools shall be used with extreme gentleness and care.

Boxes of explosives shall not be thrown down or dragged along the floor and

149

shall be stacked on wooden trestles where there are white ants. The legs of the trestles should rest in shallow copper, lead or brass bowls containing water. Open boxes of dynamite shall never be exposed to the direct rays of the Sun.

Empty boxes or loose packing materials shall not be kept inside the magazine.

The magazine shall have lightening conductor which shall be got tested at least once a year by an officer authorised by the Engineer. The testing fees shall be charged on the contractor which will be Rs.20/- for each inspection. The contractor shall within 15 days comply with all the recommendations made by the officer testing the lightening conductor failing which the Engineer shall be entitled to comply with the same at the contractor's expenses, which shall not be open to question or may consider any action that he may consider fit.

A notice shall be hung near the store prohibiting entrance of unauthorised persons. The following board shall be hung in the lobby of the magazine.

a) A copy of the rules both English and in the languages which the workers concerned are familiar with.

b) A statement showing the up to date stock in the magazine.

c) A certificate showing the last date of testing of the lightening conductor.

d) A notice that smoking is strictly prohibited.

The magazine will be inspected at latest twice a year by an officer representing the Engineer, who will see that all the rules are strictly complied with. He will notify all omission etc. to the contractor who shall rectify the defects within a period of 15 days from the date of receipt of the notice failing which the Engineer may take whatever action he considers suitable.

1.8 USE OF EXPLOSIVES:

For the transport of the explosives and detonators between the store and the site concerned a strong container made of soft material such as timber, zinc, copper, leather, and the like material shall be used.

Explosive and detonators shall be carried in separate boxes, and transported separately, for the conveyance of primers, special containers shall be used.

The boxes and containers used shall be kept well closed.

150

Explosives shall be stored and used chronologically to ensure the ones received earlier,' being used first.

A make up house shall be provided at each working place in which cartridges will be made up by experienced man as required. The made up house shall be separated from other structures.

No smoking shall be allowed in the make up house.

Disposal of deteriorated explosive - All deteriorated explosive shall be disposed off in an approved manner. The quantity of deteriorated explosives to be disposed off shall be intimated to the Engineer prior to its disposal.

Preparation of primers - The primer shall not be prepared near open flames or fires. The work of preparation of primers shall always be entrusted to the same experienced personnel. Primers shall be used as soon as possible after they are ready.

Charging of holes - The work of charging shall not commence before all the drilling work at the site is completed and the supervisor has satisfied himself to that effect by actual inspection.

While charging open lamps shall be kept away. For charging with power explosives, naked flame shall not be allowed.

Only wooden tamping rods without any kind of metal on them be allowed to be used.

Bore holes must be of such size that the cartridges can easily slide down them.

Only one cartridge shall be inserted at a time and gently pressed with the tamping rod. The sand clay or other tamping material used for filling the hole completely shall not be tamped too hard.

1.9 BLASTING:

Blasting shall be carried out during fixed hours of day, which shall have the approval of the Engineer-in-charge. The hours once fixed shall not be altered without prior written approval of the Engineer-in-charge.

The site of blasting operation shall be prominently demarcated by red danger flags. The order to fire shall be given only by the Supervisor in charge of the work and this order shall be given only after giving the warning signals three times so as to enable all the labour, watchman, etc. to reach safe shelter and

151

after having ascertained that nobody is within the danger zone.

The bugle with a distinctive note that shall be used to give the warning signals. This bugle shall not be used for any other purpose. All labour shall be made acquainted with sound of the bugle and shall be strictly warned to leave their work immediately at the first warning signal and make for safe shelters and not to leave the shelters until the all cleat signal has been given.

All the roads and foot paths leading to the blasting area shall be watched.

In special cases, suitable extra precaution shall be taken. The Engineer may however permit blasting for under ground excavation without restriction of fixed time, provided that, he is satisfied that proper precautions are taken to give, sufficient warning to all concerned and that the work of other agencies on the site is not unduly hampered.

For lighting the fuses a lamp with warning flame such as a carbide lamp shall be used.

The supervisor shall watch the time required for the fixing of the fuses and shall see that all the workmen are under shelters in good time.

Only the Supervisor-in-charge shall keep key of the firing apparatus and shall keep it always with himself.

Special apparatus shall be used as a source of current for the blasting operation. Power lines shall not be tapped for the purpose.

All the detonators should be checked before use.

For blasting in one services, only detonators of the same manufacturers and of the same group of electrical resistance shall be used.

Such of the electrical lines as could constitute danger for work of charging shall be removed from the site.

The firing cable shall have a proper insulating cover so as to avoid short circuiting due to contact with water, metallic parts or rock.

The use of the earth as a return line shall not be permitted.

The firing cable shall be connected to the source of current only after ascertaining that nobody is present in the area of blasting.

Before firing, the circuit shall be checked by a suitable apparatus.

152

After firing, whether with or without an actual blast the contact between the firing cable and the source of current, shall be cut off before any persons are allowed to leave the shelters.

During storm, charging with electrical detonators shall be suspended. The charges already placed into the holes shall be blasted as quickly as possible after taking all the safety precautions and giving necessary warning signal. If this is not possible the site shall be abandoned till the storm has passed.

1.10 PRECAUTIONS AFTER BLASTING:

After the blast the supervisor shall carefully inspect the work and satisfy himself that all the charges have exploded.

After the blast takes place in underground works the workmen shall not be allowed to Go to the face till all the toxic gases are escaped from the face.

1.11 MISFIRES:

If it Is suspected that part of the blast has failed to fire or is delayed, sufficient time shall be allowed to lapse before entering the danger zone, when fuse and blasting caps are used, a safe time should be allowed and then supervisor alone shall leave the shelter to see that misfire.

Drilling near the hole that has misfired shall not be permitted until one of the two following operations have been carried out by the supervisor.

1) The supervisor should very carefully (when the tamping is of damp clay) extract the tamping with a wooden scraper or jet of water or compressed air (using a pile of soft material) and withdraw the fuse with primer and detonator attached. A fresh primer & detonator with fuse shall then be placed in this hole and fired.

2) The supervisor shall get one of the tamping cleared off & indicate the direction by placing a stick in the hole. Another hole may then be drilled at least 23 cm. Away and parallel to it., this hole should then be charged and fired. The balance of the cartridges and detonators found in the muck shall be removed.

Before leaving his work, the supervisor should inform the supervisor of the relieving shift of any case of misfire and shall point out the position with a red cross denoting the one and also state what action, if any, he has taken in the matter.

The Supervisor shall at once report to the office all cases of misfire, the cause of the misfire and the steps taken in connection therewith.

153

The names of the Supervisors-in-charge of day and night shifts must be noted daily in the contractor's office.

If a misfire has been found to be due to defective detonator, or dynamite, the whole quantity of box from which the defective article was taken must be returned to the authority as may be directed by the Engineer-in-charge for inspection to ascertain whether the whole box contains defective materials.

Redrilling the holes that have misfired either wholly or partly shall not be permitted.

1.12 CONSTRUCTION METHODS:

If necessary, the excavation shall be done by blasting according to specification observing the instructions and the rules and regulations in force regarding storage, transport and use of explosives.

Where excavation is not possible by blasting due to the reasons such as proximity of structures, possibility of shattering the rock below or for any other reason, then the excavation shall be done by line drilling and or chiselling and wedging, both manual and mechanical. No blasting shall be used.

As far as practicable the excavation shall be done so as to leave no undrained pockets in the surface of the rock. If pockets are formed, the contractor shall at his own cost, provide drainage arrangements for them.

The average side slopes in rock cuts shall be excavated to those shown in the plans with no rock projecting more than 30 cm. (about 1') from the true slope)

Excavation of rock shall be done by line drilling and / chiselling and wedging both manual & mechanical. No blasting shall be used.

1.13 ACCIDENTS :

The contractor shall be solely responsible for any accident during the entire procedure of handling explosive and blasting and shall pay necessary compensation to persons affected or drainage to lands or properly etc., due to the blasting without extra claims.

1.14 ACCOUNT :

A careful and day-to-day account of the explosives shall be maintained by the contractor in an approved register and in an approved manner and shall be open to inspection of the Engineer at all times. Surprise visit may also be paid by the Engineer to the storage and in case of any unaccountable shortage or unsatisfactory accounting, the contractor shall be liable to be penalised by

154

forfeiture of part or whole of his security deposit or by cancellation of tender in which case he shall not be entitled for any compensation.

1.15 DEWATERING :

If water is met with in the excavation due to springs, seepage, rain or other causes it shall be removed by suitable diversions, pumping or bailing out and the excavation kept dry whenever so required or directed by the Engineer. Care shall be taken to discharge the water so as not to cause damage to the work, crops or any property or any inconvenience to the property holders in the neighborhood.

1.16 SLIDES :

If slides occur in the cutting they shall be removed as ordered by the Engineer. If finished slopes slide into the roadway before the final acceptance of the work, such slides shall be removed by the contractor and shall be paid for at the contract rate for the class of excavation involved provided the slides are no due to any negligence of the contractor. The classification of the material in slides shall conform to its condition at the time of removal and payment made accordingly regardless of its prior condition.

Care shall be taken to see that excavation is arranged in a safe way so that there be no risk to the work or workmen by slides, falling materials, boulders and collapsing sides, etc.

1.17 PROTECTION :

If there is traffic nearby or if there are towns and villages in the neighbourhood, barricades and/or traffic signals shall be provided day and night for the duration of the work in such a way as to prevent accidents. Warning signals shall be displayed at 70 m. (about 225') from the danger point on both sides to give sufficient warning. If necessary, signallers shall be stationed at each end to regulate traffic where it is heavy. Measurements shall be taken to see that the excavation does not affect or damage adjoining structures or property. If there is damage to property, injury to workers, the members of the public, animals, etc., due to the negligence of the contractor, he will be responsible and liable to the consequences including compensation.

1.18 DIVERSIONS :

If diversions are necessary for the traffic they shall be provided and maintained as specified under specification No. BR I

155

1 DISPOSAL OF THE EXCAVATED MATERIALS :

All the excavated materials shall be the property of Government. When the useful excavated materials is to be used in embankment within a lead of 50 m. (about 164'), it shall be directly deposited at the required location in 15 cm. to 20 cm. (about 6" to 8") layers, the charges for watering and compacting such material being paid under a separate item. No handling or conveyance charges shall be paid if the material is temporarily deposited elsewhere and subsequently conveyed to site of deposition. The sequence of operations should be arranged properly. Useful excavated material to use and laid in layers or first deposited in heaps and conveyed and laid in layers subsequently the conveyance and the charges for watering and compaction shall be paid for under a separate item. Materials required for items other than bank shall be arranged in neat stack.

II STONE

1 QUALITY:

All stones used on the work under these specifications shall be obtained from quarries approved by the Engineer-in-charge. The stone shall be of sound, hard, tough and durable quality and shall be free from decays and holes vain flaws, cracks or other defects.

2 SIZE

The dimensions of the stones to be used shall not be less than 15 cms. On any face. Only stones weighing between 35 to 90 kgs. Shall be allowed to be used.

3 TEST FOR GOOD STONES:

While approving any quarry for stone besides satisfying the specification mentioned in pares above it shall be seen that the stone obtained shall be such as will not absorb water more than 1 % of its own dry weight after keeping it under water for 24 hours.

156

III SAND

1. SOURCE AND SIZE

Sand used for mortar shall be either natural river, creek sand or crushed trapped stone or mixtures of both in specified proportion. The maximum size shall be limited to 5 mm.

2. QUALITY:

The sand shall consist of hard, dense, durable, uncoated silicious gritty materials obtained from rock fragments. It shall be free injurious amounts of dust, lumps, soft and flaky particles, shale, alkali, organic matter, loam, mica and other deleterious substance. The maximum percentage of deleterious substance in sand as delivered for use in mortar shall not exceed the following values.

3 PERCENTAGE OF WEIGHT:

Materials passing through No.200 sieve B.S. or 4% I.S.No.8 average opening 0.0029

Shale 1%

Clay Lumps 1 %

Coal 1%

Total of other deleterious substances such as 2 %

alkali, mica coated grains, soft and flaky particles.

The sum of the percentage of all deleterious substances shall not exceed 5% by weight. The sand shall be free from injurious amounts of organic impurities, Sand producing of colour darker than the standard in colour-Metric test for organic impurities shall be rejected.

4. MECHANICAL ANALYSIS:

The sand shall be well graded and the sieve analysis shall conform to the following limits of gradation.

157

Sieve No.

A.S.T.M.

Equivalent I.S.S.

Cumulative by Weight sieve

percentage retained on

3/8 3/8 NIL

4 480 Oto8

8 240 10 to 25

16 120 25 to 45

30 60 50 to 70

50 30 75 to 90

100 15 90 to 97

5. FINENESS MODULUS:

The sand shall have fineness modulus ranging between 2.60 and 3.00. The modulus shall be computed by adding cumulative percentage of sand retained on the 6 standard screens from No. 4 No. 100 both inclusive (A.S.T.M. standard) or (480,240,120,60,30, and 15 sieves of the I.S. Designation) and dividing the sum by 100. Any deviation from the specification in respect of the gradation and the fineness modulus shall not in be permitted without the permission of the Engineer- in -charge.

IV CEMENT CONCRETE

1 MIX VARIATION

In case the ratio of cement to the total aggregate is modified by changing the cement under specific order of the Executive Engineer - in -charge, the contractor shall be paid increased or reduced rate according to the variation in the cost of cement along resulting from change in mixed preparation, calculated as per table given below.

The variation in the case of cement will be calculated according to the rate of cement and the change in the requirements of cement by weight per cubic meter volume of concrete as determined by the following table and Mix Variation clause will be adopted as per the table given below.

VARIOUS GRADES OF CEMENT CONCRETE :

158

For Aqueduct Structures

Class

of Nomi. Mix

Grade of

equalent ISS mix

Cement content

in kg/m3

Max. SI

ump size in mm of aggreg

ate mm

Stipulated preliminary test of 28

days kg/cm2

Strength in 15 cm

cube work

test at 7 days kg / cm2

Work test at

28 days

kg/cm2

Indicative probable location for use

1:2:4 M150 313.5 20 150 105 150 P.C.C.

1:2:4 M150 313.50 20 150 105 150 R.C.C.

1:1.5:3 M200 355 20 200 140 200 R.C.C.

M250 375 20 250 175 250 R.C.C.

M300 400 20 300 210 300 R.C.C.

The strength after 28 days should be 120% in Laboratory.

3 SLUMP TEST:

In order to test the consistency of the mixed concrete, slump tests shall be taken by the contractor when and where required by the Engineer-in charges as per Indian Standards Specifications. The allowable slump shall be decided by the Engineer- in charge depending upon the location of the concrete.

V CEMENT

The contractor shall procure cement from market and shall conform with the specifications laid down by the bureau of Indian Standards.

VI WATER

1 QUALITY

Water used for making mortar or curing shall be portable grade and reasonably clean and free from objectionable quantities of silt, organic matter, alkali, salts and other injurious materials.

2 TURBIDITY PERMISSIBLE :

The turbidity of water for mixing mortar shall not be more that 50 part per million and shall preferably be as low as possible

159

VII MORTAR

1 MODE OF MIXING:

Mortar shall be obtained by thoroughly mixing in mechanically worked mixer or mills, the constituents being the specified proportions. If mortar mixing by manual labour is permitted by Engineer-in-charge, it shall be mixed only on large size M.S. sheets and after taking precautions against contamination with foreign materials.

2 SPECIFICATION FOR INGREDIENTS:

It shall be seen that the ingredients going to form the finished product of mortar comply individually with the specification separately laid out for each of them.

3 TIME FOR USE:

Mortar shall be used in masonry within the time specified for the initial set or as directed in the detailed specifications.

4 PROPORTIONS OF INGREDIENTS:

The proportions of ingredients mentioned in the Schedule 'B' for each type of mortar are proportions for nominal mixes and the criteria governing the mix will be the strengths specified and the actual proportions of the ingredients to give the requisite strength as shall be determined by experiments.

5 STRENGTH:

The minimum compressive strength of mortar used in any part of masonry shall not be less than 53,5 Kg per sq.cm and tensile strength not less than 10.7 kg per sq.cm at the end of 28 days in the case of cement mortar.

VIII COARSE AGGREGATE:

1. GENERAL:

Coarse aggregate for concrete shall consist of hard, dense, durable, uncoated, crushed rock & shall be free from injurious amounts of soft fiable, thin elongated or laminated pieces, alkali, organic matter or other deleterious substances. Flaky and weathered stones shall not be used. Aggregate shall be tested in accordance with test prescribed in I.S.516-59 and 1299-59 or subsequent revision. Use of gravel fraction left behind after sieving river sand shall be permitted in blending of coarse aggregate if asked for after suitable

160

experiments and without any variation in rates.

2. IMPURITIES:

The broken stone or metal shall be free from dust and dirt and shall be washed in necessary to ensure that all faces of the stones are perfectly clean. The maximum percentage of deleterious substances in any size of coarse aggregate shall not exceed the following value.

Material passing through

No. 100 screen (ASTM) One Percent by Weight

Shale One Percent by Weight

Coal One Percent by Weight

Soft fragments One Percent by Weight

Clay lumps One fourth percent by Weight

Other deleterious One Percent by Weight

The sum of percentages by weight of all deleterious substances of any size shall not exceed five

3 GRADING:

a) The approximate range in grading of coarse aggregate is as under

Percentage of coarse aggregate fraction mm

Maximum size of

Aggregate

Nominal range mm

20 to 40 5to20 10to20 5to10

20mm 10 to 20 - 100 55-67 33-45

40mm 10 to 40 40-50 50-60 23-40 18-30

b) The coarse aggregate shall be of such a size as shall be retained on a mesh 5mm square.

c) The grading between the limit specified above shall be such that it shall produce a dense concrete of the specified proportions and consistency that will work readily into position without segregation and without the use of excessive water content.

161

4 STACKING:

The aggregate of different size shall be stacked separately and bundled in such a manner as to prevent inter mixing of different size of aggregates, required separately for grading purposes. No foreign matter shall be allowed to be mixed up in the aggregate. If covered with dust etc. they shall be washed, cleaned before use.

IX FORMS

1. GENERAL:

Forms to confine the concrete and shape in the required lines be used wherever necessary. The forms shall have sufficient strength and rigidity to hold concrete and to withstand the pressure of ramming and vibration within permissible deflections from the prescribed lines, when the concrete is vibrated.

The surface of all forms in concrete shall be clean, rigid, watertight and smooth, suitable devices shall be used to hold corners adjustment end and edges of panels of other forms together in accurate alignment.

Forms to be used more than once shall be maintained in serviceable condition and shall be thoroughly cleaned and smoothened before being reused. Where metal sheets are used for lining forms, the sheets shall be placed and maintained on the forms with the minimum amount of wrinkles, humps or other imperfections. The use of sheet metal to correct imperfections in the lining of timber faced forms four surfaces that will be permanently exposed to view shall not be permitted. All forms shall be checked for shape and strength before reuse.

2 ERECTION OF FORMS :

Before placing concrete the surface of all forms be oiled with a suitable non staining oil such as raw linseed oil so as to prevent sticking of concrete and to facilitate the removal of forms for use on form. The oil should be capable of penetrating the forms and of remaining sufficiently only to eliminate sticking of and preventing absorption of water and consequent warping.

The oil shall cover the forms fully and evenly without excessive or drip. Care shall be taken to prevent oil from getting on to the surface of construction joints and on reinforcement bars. Special care shall be taken for the form strips for narrow grooves so as to prevent swelling of the forms and

162

consequent damages to concrete prior to or during removal of forms immediately before concrete is placed, precautions shall be taken to see that all forms are in proper alignment and that, angles and tees are thoroughly secure and tight.

Where forms for continuous surface are placed in successive units the form shall fit tightly over the completed surface so as to prevent leakage of mortar from the concrete and to maintain accurate alignment of surface.

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

3 REMOVAL OF FORMS:

Removal of form should never be started until the concrete thoroughly sets and harden adequately to carry its own weight, besides their live load which is likely to come on the work during construction. The length of time for which the forms remain in place shall be decided by the Engineer-in-charge with reference to weather conditions, shape and position of the structure of structural member and nature and amount of dead and live loads.

In normal circumstances forms shall be struck after the expiry of the following periods.

A) Beam sides wall columns (Unloaded) 72Hrs.

B) Slabs and arches (Props left under) 4 days

C) Props to slabs and arches 10 days

D) Beam soffit (Props left under) 8 days

E) Props to Beams 21 days

F) Lean concrete (Side) 2 days

In no case shall forms be removed until there is assurance that removal can be accomplished without damaging the concrete surface. No load will be allowed to damage concrete surface. Heavy load shall not be permitted until after the concrete reaches its designed strength. The Form shall be removed with great caution and without injuring the structure. No throwing heavy forms upon the floor should be done.

4 CLASSIFICATION OF FORM WORK:

STRAIGHT AND PLANE

This category shall include those which can be formed by use of plain panels.

163

5 CURVED IN ONE DIRECTION:

This category shall include curve of surface with straight axis which can be formed by use of straight planks or battens for works such as roof of gallery or pier cut water.

6. CURVED IN MORE THAN ONE DIRECTION:

The category shall include curved surfaces as cannot be included in the category above.

X STEEL FOR REINFORCEMENT:

1. GENERAL:

HYSD/TMT steel reinforcement bars HYSD/TMT steel reinforcement for R.C.C. work shall conform to I.S.432-1960 and shall be of tested quality.

All the reinforcement shall be clean and free from dirt, oil, paint, grease, mill scale or loose or thick rust at the time of placing.

2 REINFORCEMENT :

2.1 SCOPE OF WORK

This item covers providing, handling, storing, strengthening, cleaning, cutting, bending placing and or erecting in position, securing and maintaining in position all reinforcement and anchoring bars and reinforcement fabric till concrete is placed around it. It also includes placing of the bars as shown on the drawings or as required by the Engineer-in-charge and providing the hooks at the ends. It includes the cost of furnishing and attaching wire ties and chairs, metal supports etc. The rate is inclusive of spotting and welding required at the end of anchor bar, if required. It also includes welding of reinforcing bars where directed or permitted by the Engineer-in-charge

3 SUPPLY

Supply : The contractor shall procure steel from market.

4 BAR BENDING SCHEDULE

The department will indicate the design requirements of reinforcement steel for the different components. The contractor shall prepare the bar bending schedule from these design statements, showing the details of bends, cracks and splices provided by him for all the bars to be placed and get them approved from the Engineer-in-charge. The schedule shall be presented for

164

approval well in advance of the laying of the reinforcement.

5. CLEANING

Before steel reinforcement is placed in position the surface of these reinforcement bars shall be cleaned of rust scale, dirt, grease or other objectionable deleterious foreign substances, heavy flaky rust all mil scale that can be removed by firm rubbing with burlap or equivalent treatment. The argument that the early stage rust has no detrimental effect on bond hence could be disregarded shall not be accepted as an excuse for careless handling and storage of steel.

6. DISTANCE BETWEEN REINFORCEMENT BARS :

6.1 The distance between two parallel reinforcement bars shall be extended as provided below in 5.2 not less than the greatest of the following distances

a) The dia of the either bar if their diameters be equal.

b) The dia of the larger bar if their diameters be unequal &

c) 6 mm more than larger bar if the diameters be unequal and the size of aggregate comprised in such concrete.

A greater distance should however be provided when convenient.

6.2 The vertical distance between two horizontal main steel reinforcement of tl corresponding distance right angles to two inclined main steel reinforcement shall be not less than 12 mm except at a splice or lap and except where one of each reinforcement and transverse to the other.

6.3 The pitch of the main bars in a reinforced concrete solid slab shall be not more than three times the effective depth of such slab.

6.4 Concrete Cover : Sufficient concrete cover shall be provided to protect reinforcement from corrosion or as indicated in the drawings.

All protruding bars from concrete to which other bars are to be spliced and which will be exposed to action of weather for an infinite period shall be protected from rusting by a thin coat of neat cement grout.

6.5 The thickness of concrete cover (Exclusive of plaster or other decorative finish shall be as follows :

a) At each end of reinforcing bar a cover not less than 25 mm and not less

165

than twice the diameter of such rod or bar.

b) For a longitudinal reinforcement bar in column a cover not less than 40 mm and not less than the diameter of such rod/bar in the case of column of minimum dimension of 18 cm or under those bars which do not exceed 12 mm diameter 25 mm cover may be use.

c) For a longitudinal reinforcing bar in a beam a cover not less than 25 mm, not less than diameter of such rod or bar.

d) For tensile, compressive, sheet or other reinforcement in slab a cover not less than 12 mm, not less than diameter of such reinforcement.

e) For any other reinforcement not less than 12 mm not less than the diameter of such reinforcement and

f) For all external work, for work against earth faces & also for internal work where there exist particular corrosive condition the cover of figures given above (a) to (e)

7.0 ADDITIONAL IMPORTANT POINTS FOR ATTENTION

i) Before the reinforcement bars are fixed in position it shall be verified as to whether they are of specified sizes and are cut and bent in accordance with the relevant drawing and specification. For any mistake the contractor is liable for all rectification of mistakes at his risk and cost.

ii) Reinforcement bars shall be accurately placed and secured in position by means of built-in concrete blocks, metallic chars, hangers, spacers or other suitably approved devices at sufficiently closed intervals so that they will not sag between supports and shall not be displaced during the placing of concrete or any operation of the work.

iii) Before starting concreting the contractor shall make certain that the measurement of reinforcement placed have been recorded by the authorised representative of the department and that the Engineer-in-Charge certifies to the correctness of reinforcement use. Engineer-in-Charge at discretion may order dismantling and reconstruction of the work where necessary. Engineer-In-charge or his authorised representative shall record the fact of his having checked & approved the reinforcement in work book kept on work book allowing concreting to commerce.

166

TABLES OF WEIGHTS Table No.1 (M.S.Round Bars)

Section Rolled in Metric System

Diameter of Bar in mm Weight in Kg. Per Meter

6 0.222

8 .0395

10 0.617

12 0.888

14 1.210

16 1.580

18 2.000

20 2.470

22 2.980

25 3.850

28 4.830

32 6.310

In the case of deformed bars the weight per unit length for a bar of specified Dia. (In nominal Size) will be as shown in the manufacturer's catalogue. The issue of deformed bars to the contractor and the payment to the contractor will be done on the basis of weights.

167

ITEMWISE SPECIFICATIONS

168

DETAILED ITEM SPECIFICATIONS

PART- I Aqueduct-990 Of R.B.C. Km.-1 Name of Work :- Construction of Aqueduct @ Ch. 990 For Arjuna Right Bank Canal Km. No. 1 ; Tal:- Rajapur, Dist.:- Ratnagiri.

Item No.1 : Clearing and removing grass, bushes and shrubs etc. stacking the stuff with all leads and lifts etc. complete.

1.1 GENERAL:

The item pertains to the provision of Canal land cleaning including cutting small trees, vegetation bushes stumps and molehills in the canal land.

1.2 CLEARING SITE :

The land which required for the Canal catch water gutters shall be cleared of all trees having a girth of 30 cm. (about 1') and less brushwood, loose stones, vegetation's bushes stumps and all other objectionable materials. The roots of the trees shall be removed to a depth of 30,em. About 1' below ground level brushwood stumps vegetation etc. shall cut flush with the ground. All the materials cleared will be the property of the Government. Useful material shall be arranged in convenient stacks along the canal boundary or as directed at places and handed over to the Department in convenient sections. Unsuitable materials shall be burnt or otherwise disposed off by the contractor at his own cost as directed by the Engineer without causing any nuisance inconvenience or damage to the work, property or people in the neighborhood. If the material is disposed off outside the acquired land necessary permission from the private and owners shall be taken by the contractor and royalty, etc. if any paid by him without claiming compensation. In all cases, materials shall be disposed off in a neat manner.

1.3 DISPOSAL OF THE STUFF REMOVED :

All the materials removed as result of the clearance shall be property of Government use full materials shall be stacked properly at places and as directed by the Engineer. Useless materials shall be wasted by the contractor without causing nuisance and as approved by the Engineer.

1.4 ITEM TO INCLUDE :

Clearing Canal width including cutting trees of girth 30 cm. and less and removing vegetation, grubbing, roots, removing loose stones and molehills and disposal of material removed. All the necessary labour, materials and use of tools required for carrying out the item.

169

1.5 MODE OF MEASUREMENT AND PAYMENT :

The contract rate shall be for one sq. mtr. The measurement for the length and the width shall be recorded correct up to 10 cm. Limited to those shown in the drawings or as directed by the Engineer and the area calculated correct up to one sqm.

ITEM NO.2 :I) Excavation for foundation in soft strata including removing the excavated material beyond the structure area & stacking and spreading as directed, dewatering, preparing the bed for foundation and necessary back filling, ramming, watering including shoring and strutting with all leads & lifts etc. complete.

EXCAVATION FOR FOUNDATION :

1. GENERAL :

The excavation will generally refer to open excavation of foundation in wet or dry condition.

1.1 CLEARING SITE :

The site on which the structure is to be built shown on the plan and the area required for setting out and other operations should be cleared and all obstructions, loose stones, material and rubbish of all kinds, stumps, brush wood and trees removed as directed, roots being entirely grabbed up. The materials obtained will be the property of Government and materials pronounced useful by the Engineer will be conveyed and properly stacked as directed within the specified lead. Unless materials will be burnt or otherwise disposed of as directed by the Engineer.

1.2 SETTING OUT :

After cleaning the site, the center lines will be given by the Engineer and it will be the responsibility of he contractor to install substantial reference marks, bench marks, etc. and maintain them as long as required true to line, curve, level and slopes. The contractor will assume full responsible for alignment, elevation and dimension of each and all parts of the work. Labour material etc. rquired for setting out and establishing bench marks and other reference marks shall be arranged by the contractor at his own cost.

1.3 EXCAVATION :

Foundation excavation shall include removal of all materials of whatever nature and whether wet or dry, necessary for the construction of foundation and substructure exactly in accordance with the lines, levels, grades and curves, shown on the plans or as directed by the Engineer. It shall be taken to the exact width of the lowest step of the footing of the sides shall be left plump where the nature of soil admits it. Unless there is a specific extra provision in the contract for shoring or for cutting side slopes, contractor shall at his own cost do the necessary shoring or cutting of slope to safe angle or both as approved contractor shall notify the Engineer before starting excavation to enable him to take cross sectional level for purpose of measurement before

170

the ground is disturbed.

1.4 PREPARATION OF FOUNDATON :

The bottom of foundation shall be leveled both longitudinally and transversely or stepped as directed by the Engineer, before footing is laid final surface should be slightly watered and rammed. If any soft patches comes to light on inspection or ramming, these shall be dug and dealt with as ordered by the Engineer. No filling will be allowed to bring the foundation to level. If by contractor’s mistake, excavation is made deeper than shown on the plans or ordered by the Engineer. The extra depth shall be made up with the concrete or masonry of the foundation grade as directed by the Engineer and at the cost of the contractor. All rock or other hard foundation shall be cleaned of all soft and loose material and cut to a firm surface, either level, stepped or serrated as directed by the Engineer may order such changes in the dimensions and elevation of foundation as may be deemed necessary to secure satisfactory foundation.

After each excavation is completed the contractor shall notify the Engineer to that effect and no footing will be allowed to be laid until the Engineer has approved the depth and dimensions of excavation and the nature of the foundation material and the levels and/or measurements are recorded.

1.5 SHORING :

Unless separately provided for in the contract, excavation of slopes to prevent falling in and sides or providing, fixing maintaining and removing shoring, bracing etc. shall not be paid for. The contractor would be responsible for the design of shoring for the excavation to be properly holdup. Shoring shall be of sufficient strength to resist side pressure and ensure safety from slips and blows and to prevent damage to work and property and inquiry to persons. It shall be remove as directed after all the items for which it is required are completed.

1.6 PROTECTION :

Near town and all frequented places foundation pits, well pits and similar excavation shall be strongly fenced with red lights at night in charge of watch to avoid accidents. Adequate protective measures shall be taken to see that the foundation excavation does not effects or damage adjoining structures. All measures required for the safety of the excavation, the people working in the vicinity shall be taken by the contractor at his own cost He being entirely responsible for any injury to lift and damage to property caused by his negligence or accident due to his constructional operation.

1.7 DISPOSAL OF EXCAVATION MATERIAL :

No material excavated from foundation of whatever kind they may be are to be placed even temporarily nearer than 1.5 m. or greater distance prescribed by the Engineer from the outer edge of excavation. All material excavated will remain the property of Government, rate for excavation includes sorting out of useful material and stacking them separately as directed within the specified lead. Material useful for back filling or/other use shall be stacked in convenient places but not in such way as to obstruct free movement of men, animals and vehicles or encroach on the area required for constructional purpose. It shall

171

be used to the extent required to completely back fill the structure to original ground level or the elevation shown on the plans or as directed by the Engineer. For back filling the materials shall be placed in 15 cm. Layers, moistened and well compacted. Material not useful in any shall be wasted as directed by the Engineer. If useful excavated rubble is required by the contractor for use in other items, shall be paid for at the rate fixed in the tender and if not so provide, at the rate in the Divisional Schedule current at the time of tendering or at mutually agreed rate if there is no rate in the Divisional Schedule. The site shall be left clean at all debris on completion.

1.8 SLIPS AND BLOWS :

It there are any slips or blows in the excavation they shall be removed by the contractor without cost to the Department so as to provide the correct dimensions required for the foundation.

1.9 BACK FILLING :

All timber shoring and form work shall be removed after their necessity ceases and trash of any sort shall be cleaned out from the excavation. All spade between foundation masonry or concrete surface with approved material, in layers of 15 cm. To 20 cm. In thickness, watered and rammed.

The filling shall be done after pipe laying in trench and after concrete or masonry in fully set and done in such away as not to cause under thrust on any part of the structure where suitable excavated material is to be used for refilling if shall be brought from the place where it was temporarily deposited and used in refilling.


The measurement for the excavation shall be to the exact depth and width as shown on the drawings or as ordered by the Engineer. The area shall be worked out generally by average method. The individual dimensions and area of cutting shall be measured correct upto two places of decimals of cubic meter.

The contract rate shall be for a unit of one cubic meter for the strata mentioned in the wording of the item of excavation. Removal of slips and blows in the foundation trenches will not be measured nor paid for.

ITEM NO.2 :II) Excavation for foundation in hard rock by blasting including removing the excavated materials beyond the structure area and lift as specified, stacking as directed including dewatering unless provided elsewhere, preparing the bed for foundation and necessary back filling with available earth murum, watering, ramming with all leads & lifts etc.complete.

1. Specifications for Tender item No. 2 (I) para 1 to 6 shall apply.

2. Mode of classification : Excavation in hard strata :- 1.2 Vide para of the “General Specifications”)

172

3. REMOVAL OF LOOSE ROCK ETC. :

Before any work of excavation of foundation of the canal power plant or appurtenant work is taken up all loose rock, semi-detached rock in or close to the area to be excavated i.e. liable to fall or otherwise endanger the workmen or the project shall be stripped. The methods employed shall be such as will not shatter or render unstable and therefore unsafe any rock that was originally sound or safe. Any material not requiring removal of as contemplated herein but which may later become loosened or unstable shall be properly and satisfactorily removed. The cost of such clearing shall be deemed to have been included in the unit of rate accepted under the different items under foundation excavation.

4. MODE OF MEASUREMENT AND PAYMENT ;

4.1 Specification for tender item No. 4 para 7.0 shall apply.

4.2 The rate also includes keying which shall be formed whether directed or as shown in drawing to ensure proper junction and bonding. The rate is also inclusive of the rehandling of the so stacked usable materials and its conveyance and spreading in specified layers in appropriate zone of the canal.

4.3 Measurement for blasting of boulders bigger than 0.10 cubic meter not covered by excavation in over burden as indicated in the foregoing shall be taken on stacks of regular size. All such materials for measurement shall be stacked in a compact manner at a convenient level spot near the excavation work before final disposal to the specified areas without any extra cost. For arriving at quantity to be paid for 40% of the measured stack volume shall be deducted from the stack measurement for voids. Such net quantities arrived at for the payment will be deducted from the quantities of over burden.

Boulders which are not to be paid for as rock excavation will be disposed off as directed.

4.4 The measurement will be computed by plotting the actual excavated levels and the original ground or rock level and calculating the area between the original and the excavated line.

4.5 No payment shall be made for any silts, debris etc., that might be accumulate in excavated pits during monsoon or summer showers or otherwise any account and the removal thereof SHALL BE DEEMED to have been included in the contract rate for the main items.

4.6 The contractor rate shall be for one cubic meter of excavation in hard strata.

173

ITEM NO. 3 :- Providing and laying in situ Cement Concrete of grade M-15 (40 M.S.A) of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing (excluding dewatering by pump) etc complete with all leads and lifts.

Scope of Work :

The work covered by the items under section consists of providing all materials, equipment and labour for the manufactures, transport, placing compacting, setting and curing plain or reinforced concrete and performing all the functions necessary and ancillary there to including :-

i) Finishing the concrete to the required shapes as per the drawings

ii) Providing and removal of all form work centering furnishing all materials, equipment’s and labour for the manufacture, transport, erection, oiling, keeping in place with necessary fixtures and supports.

The location of placement of concrete indicated in drawing are indicative and may change during execution of work according to the requirements of work as directed by the Engineer-In-charge. The contractor shall not be entitled for any extra claim on account of changes in location and class of concrete.

No concrete of masonry shall be allowed to be placed or laid unless all near by blasting work for excavation in hard strata is completed.

Unless and until stand by units of mixer and vibrator are available on site no concreting shall be permitted.

CEMENT CONCRETE MATERIALS :

CEMENT :

Cement shall conform to General Specification No.V when type of cement is not specified, ordinary Portland cement shall be used.

WATER :

Water for mixing concrete shall not be salty or blackish and shall be clean reasonably clear and free from objectionable quantities of silt and races of oil, acid and injurious alkali, salts, organic matter and other deleterious materials which will either weaken the concrete or cause of attach on the steel in reinforced cement concrete water shall be obtained form the source and in a manner approved by the Engineer. Source of water shall be maintained at such a depth and the water shall be withdrawn in such manner as to exclude silt, mud, grass or other foreign materials. Containers for transport, storage and handling of water shall be clean.

If required by the Engineer, water to be used for concrete shall be tested by means of standard cement tests for soundness and time of setting.

Water used for curing the cement concrete shall not be too acidic or too alkaline. It shall be free of elements which significantly effect the hydration reaction or otherwise interfere with the handling of cement concrete, during curing or those which produce objectionable stains or unsightly deposit on concrete surface.

174

Fine Aggregate :

General :

All fine aggregate shall confirm to I.S. 383-1952 and relevant portion of I.S. 515-1959 as directed by the Engineer.

Sand for use in concrete, work, shall be natural sand. Sand shall be clean, well graded, hard, strong, durable and composed of gritty particles free from injurious amounts of dust, clay, kankar, nodules soft or flaky particles, shale, alkali salts, organic matter, loam, mica or other deleterious substance and shall be approved by the Engineer. The maximum size of particle shall be limited to 5 millimeters where best trap sand available in the region contains murum or laterite particles, such particles may be allowed upto 5% Zeolite crystals may be permitted upto 4% of clay, dust or silt, it shall be washed, when the quality of fine aggregate is doubtful, it shall be tested for clay, organic impurities and other deleterious substances as laid down in I.S. 383-1952. It shall not contain deleterious materials in such quantity as to reduce the strength or durability of the concrete or to attack the reinforcement in the case of reinforced concrete work. Sample of sand to be used for particular item or work shall be got approved from the Engineer.

The fine aggregate for concrete shall be graded within limits given in table III of table IV in paragraph 5.2 of the I.S. 383-1952. The fineness modulus may range between 2.5 TO 3.6. However the fineness modules of sand to be used for M-150 concrete for C.D.Work shall range from 2.5 to 3.2. If substitution of a certain quantity of stone screenings will improve the quality of concrete, the Engineer may allow it. If the aggregate of the required gradation is not available it shall be open for the Engineer-in-charge to accept aggregates of other gradations at his discretion and his decision in the matter shall be final.

Gradation :

The gradation of materials from any one source shall not vary incomposition beyond the range of valves that governs, in selecting source of supply. For determination of fineness modulus test shall be made upon representative samples furnished by the contractor from such sources as he proposes to use. Fine aggregate from any one source having a variation in fineness modulus greater than 0.20 from the average fineness modulus of the representative samples submitted by the contractor shall be rejected or may be accepted subject to such change in the proportion of aggregate as the Engineer may direct.

Storage :

The fine aggregate should be stacked carefully on a clean hard surface so that it will not get mixed up with deleterious foreign materials.

Tests :

The aggregate shall satisfy the tests referred in I.S. 383-1952. Samples of sand to be used for a particular item shall have to be approved by the Engineer-in-advance.

Royalty :

175

The contractor shall be responsible for observing the laws, rules and regulations imposed under the minor minerals Act and such other laws and rules prescribed by Government Department such as Forest and Revenue and by competent local authorities. Royalty and necessary security deposit etc., payable for securing the materials shall be paid by the contractor for the appropriate quantities subject to general conditions of contract.

When rules permit, refund of royalty for use of the materials in Government work, the Engineer, will pass a certificate for the quantity so used.

No royalty shall be charged when the material is allowed to be obtained from a departmental quarry.

Coarse Aggregate :

Coarse aggregate shall be crushed or broken from sound stones of specified type available in the region and approved by the Engineer.

The aggregate shall be hard strong, dense, durable, clean of proper gradation and free from skin and coating likely to prevent proper adhesion of mortar. The aggregate shall be generally, cubical in shape and as far as possible flaky, elongated pieces shall be avoided. It shall generally comply with the provisions of I.S. 383-1952 and I.S. 515-1959. Stone from which aggregate is broken or crushed shall have no deleterious reaction with cement.

The crushing strength of aggregate will be such as to allow the concrete in which it is used to build up the specified strength of concrete. The range in grading of coarse aggregate may be as shown in the table in general specifications. The grading between the maximum size and minimum size of aggregate shall be such as to produce a dense concrete and consistency that will work readily into position without segregation and without the use of excessive water content.

Grading tests shall be taken in the beginning and at change of source or machinery or type of metal. Where required by the Engineer, tests indicated in I.S. 383-1952 shall be got carried out in an approved laboratory, to indicate the acceptability, of the materials, the cost of such testing will be born by the department.

Coarse aggregate of a porous nature where absorption of water after 24 hours immersion in water is more than 2% (two percent) by weight shall not be used.

Limits of deleterious substances shall not exceed those prescribed in 2.3.1.1 and 2.3.1.2 of I.S. 515-1959.

Storage :

The aggregate of different sizes shall be stored separately and handled in such a manner as to prevent inner mixing of different sizes of aggregates, required separately for grading purpose. No foreign matter shall be allowed to be mixed up with aggregate. If covered with dust etc. they shall be washed clean before use.

176

Royalty :

The specifications in para for royalties for fine aggregate shall be applicable, in addition to the following –

The contractor shall be entirely responsible for operating existing quarries or opening new quarries, including removal of over burden and shall bear all the cost pertaining to them.

In the case of departmental quarries, the operations shall be carried out in such a way that their further usefulness is not affected.

When the quarries are not owned by the Department, the contractor shall be responsible for securing the written consent of the land owners for opening new quarries or working old ones and for payment of all compensation, royalty etc.

Blasting for quarries :

Blasting shall be carried out according to the specifications of the items of excavation foundation in hard strata given in standard specification Book published by Government of Maharashtra.

Proportion :

The proportion of materials shall be specified in volumetric proportion.

Although proportion of cement to fine and coarse aggregate would be specified by volume, the quantity of cement shall be determined by weight assuming one bag of 50 kg. net to be equivalent to 35 litres ( 0.035 cum.) Fine and coarse aggregate shall be measured by dry columns in suitable steel, wooden boxes. Due allowance shall be made for bulking in the fine aggregate on account of presence of moisture if any, at the time of mixing. The opinion of the Engineer-in-charge about the bulkage to be allowed or fine-aggregate shall be final and binding on the contractor.

Cement variation :

It shall be permissible for the Engineer to order increase/decrease in the specified content of cement used ( as a result of change in mix proportion) in which case the contractor shall be paid extra/less for the extra/less cement used at the issue rate per 50 K.G. bag of cement used which will be assumed to cover all charges required for all the operations associated with such increase or decrease.

Such increase or decrease in cement contents shall be decided with reference to the item-wise quantities of cement.

Mix Variation :

The contractor shall not be entitled to any compensation for changes in the relative proportions and grading of fine and coarse aggregates provided the cement per unit volume of concrete remains the same.

Grading and relative proportion :

The grading of fine and coarse aggregate is liable to be modified beyond the limits specified, to suit local conditions, in order to obtain required strength and workability. Relative proportions, of fine aggregates to coarse aggregate

177

are also liable to be changed at the discretion of the Engineer-in-charge, in order to produce concrete of required density and strength which can be worked readily into position without segregation.

The quantity of water shall be just sufficient but not more than the necessary to produce a dense concrete of required workability. The Engineer’s decision in the matter shall be final. An accurate control shall be kept on the quantity of mixing water.

An allowance shall be made for surface moisture, present in the aggregates when computing water content for mixing purpose as indicated in I.S. 456-1957.

Water cement ratio will be such, as will give concrete just sufficiently wet to by placed and compacted without difficulty.

For vibrated concrete, water content may be reduced by 15% to 20% to give the required reduced slump.

Mixing :

The cement concrete shall be normally machine mixed at the site of work care shall be taken to see that the mixer and other accessories are in first class condition. Mixing shall be continued till there is a uniform distribution of the materials and uniform colour is obtained and each individual particle of the coarse aggregate shall show a complete coating of mortar containing its proportionate amount of cement. In no case mixing shall be done, for less than one and half minute.

When hand mixing is permitted by the Engineer it shall be done on a smooth water tight platform large enough to allow efficient turning over of the ingredients of concrete before and after adding water. Mixing platform shall be so arranged that no foreign material shall get mixed with concrete and the mixing water shall not flow out.

The cement in required number of bags shall be placed in uniform layer on top of the measured quantity of dry fine aggregate required, also spread in a layer of uniform depth on the mixed platform. Dry sand and cement shall then be mixed thoroughly by turning over to get a mixture of uniform colour. Enough water shall then be added gradually through a rose and the mass turned over till a mortar of required consistency is obtained. The measured quantity of coarse aggregate shall then be placed on the mixing platform and wetted. The mortar then will be added and the entire mass turned and returned until all the particles of the coarse aggregate are fully covered with mortar and the mixture is of an uniform colour and required consistency.

Concrete shall have a consistency such that it will be workable in the required position.

For vibrated concrete slump shall range between 2.5 cm. to 5 cm. and for hand tamped concrete slump shall range between 8 cm. to 13 cm. according to type and nature of the detailed in Appendix ‘G’ of I.S. 456-1957 and maintained through out the concreting operation of a members.

The concrete shall be placed to its final position and compacted vibrated and finished within 30 minutes of adding water to cement and in any case before setting commences. Retampering or remixing of partially hardened concrete

178

shall not be permitted.

Concreting shall not commence until the formwork centering laying of reinforcement, have been done, checked and approved by the Engineer-in-charge or his authorised representative and until adequate quantity of materials including water and sufficient stand by units of mixer, vibrators etc. are arranged.

Admixtures :

1. No admixture shall be permitted to be used without the prior approval of the Engineer-in-charge.

2. Whenever so ordered by the Executive Engineer, admixtures for improving the properties of the concrete structure such as imperviousness, strength etc. shall be added as will be provided by the department, if required. The cost of these admixtures will be borne by the department but the addition of the admixture materials i.e. mixing it and placing the admixed finished concrete shall be done by the contractor without extra cost and shall stand covered in the unit rate of concrete for the class concerned.

Placing :

The concrete shall be handled from the place of mixing to final position as quickly as practicable and by methods which will prevent aggregation and loss of ingredients. The method of placing shall be such as to avoid segregation. Placing shall be done in a balanced manner to avoid eccentric loads on form work.

As far as practicable the concreting for a particular portion shall be done in one continuous operation. The construction joints when required shall be provided only at places indicated on the plan or as directed by the Engineer-in-charge.

Before commencing subsequent concreting against construction joints all loose particles etc. shall be removed and the surface shall be covered by thick cement slurry immediately followed by fresh concrete. Care shall be taken during placing not to disturb the forms or the reinforcement. Concrete compacted manually shall preferably by laid in layers of 15 cm. to 20 cm. The thickness of layers being decided by the time lapse between the successive layers. The time of laying one layer shall not commence within 30 minutes of laying of previous layer.

When work is to be resumed on a surface which has hardened, the surface shall be roughened and scrubbed with brushes to remove laitance, care being taken to avoid dislodgment of coarse aggregate. The surface shall be swept clean, thoroughly wetted and covered with 6 mm thick mortar layer composed of cement and sand in the same proportion as the cement and sand in the concrete, immediately before he commencement of concrete, for securing good bond.

The concrete shall be normally laid in the dry condition. If the area is under water, it shall be pumped dry and kept so while placing concrete till it sets. Where it is necessary to deposit concrete under water, it shall be done as per I.S. 456-1957 para 7.1.7 No extra payment will be made for the special arrangements, plant etc. needed for the purpose or for the additional 10% cement required to be added. When concrete is being laid against the side or

179

bed of such surface which will absorb water, the side and bed will be moistened adequately to prevent absorption of water from the concrete.

Rate of Placing :

1. Concreting shall be continued without interruption till the section is completed or a satisfactory joint can be completed. Location of the construction joint shall be got approved before hand.

2. The vertical lift of concrete per day in case of box concrete shall be 1.5 meters or less as directed by the Engineer-in-charge.

3. Contractor shall not be entitled for any claims on account of limitations of placement of quantity in layers, lifts etc.

Concrete placement in the congestion parts :

At places where the congestion of the reinforcement near forms makes placing of concrete of a particular gradation difficult, then the concrete of the mix with smaller size of metal as directed by the Engineer-in-charge shall be placed so that metal can easily pass through gaps in between reinforcement and proper cover over the reinforcement is provided. The contractor shall not be entitled for any claims on account of such minor changes essential to satisfy the fundamental requirement of work.

COMPACTION :

METHOD OF VIBRATION :

I. Unless otherwise permitted, all concrete shall be compacted by mechanical vibration. Ordinary hand methods which consist of rodding, tamping ramming and slicing with suitable tools shall be used as supplementary to the mechanical vibration and shall not replace the latter entirely unless in situations where so authorised by the Engineer-in-charge.

II. The concrete shall be internally vibrated or plate vibrated in order to increase the plasticity to compact effectively to improve the surface and appearance, and facilitate placing of the concrete.

III. External vibration of an approved type should be used only where it may be impracticable to use immersion type vibration e.g. portions of concrete that are inaccessible to internal vibrators may be consolidated by restricted use of light pneumatic hammer and form vibrators.

In general, only vibrators of internal type shall be used.

Internal Vibrators :

It shall be of proper design for producing high frequency vibration. It shall be of approved weight and frequency ( 7000 revolutions or more per minute ) to secure maximum practicable density.

A sufficient number ( 50 percent of the units engaged) of reserve vibrators in good condition shall be kept at hand at all times so that there is no slackening or interruption in compaction.

180

Vibrating Operations :

i. The immersion type vibrators should generally be inserted vertically. In very shallow concrete, some consolidation can be obtained by using the vibrators in a horizontal position.

The vibrator shall be inserted and withdrawn slowly in such a manner as not to leave voids in placed concrete. The entire operation shall be conducted in systematic manner and each course or layer vibrated uniformly. Equal attention shall be paid to the edge of the pile and to the center. Generally, vibrators should be inserted and slowly withdrawn at points 45 cm. to 75 cm. apart.

ii. The intensity and duration of vibration shall be sufficient to cause complete settlement and compaction without any stratification of the successive layers or separation of the ingredients. Usually vibration period from 5 to 20 seconds for each immersion is sufficient.

iii. Accumulation of water on the surface due to bleeding or other cause taking place during compaction shall be stopped as much as possible by adjusting the mix. All the free water on the surface shall be removed by sponging or mopping Under no circumstances shall such accumulation of water be covered up with concrete or dry concrete used to soak up excess water.

iv. Each layer of concrete and especially where smooth surfaces are required, and for all surfaces which will be permanently exposed to the weather and for all surfaces next to embedded metal work shall be worked and vibrated by vibrators of approved type to obtain concrete of maximum density and of the concrete with forms, reinforcement bars and other embedded parts. If the methods of transporting and placement have been conductive to air Entrainment, segregation or stiffening, the work of compacting should receive special attention.

For formed concrete surfaces to be exposed to high velocities of water, special precautions shall be taken to minimise and prevent surface pitting and protrusions but without resorting to over manipulation of the concrete mix to the forms. No plastering for getting a smooth finish shall be permitted at these locations. Any protrusions shall be ground smooth.

Curing :

The concrete shall be initially protected from damage on account of impact, undue pressure, excessive heat of sun, rain etc. and covered with wet decking session or similar absorbent material soon after the initial set. After the final set, the concrete shall be kept continuously wet preferably by pounding water for period not less than 21 days from the date of placement. On Sundays holidays and days of cessation of work, arrangement shall be made to keep the concrete continuously watered.

In the contractor fails to water the concrete continuously, the Engineer may make, necessary arrangements of curing by providing labour, materials and equipment required for watering and recover the cost from the contractor, without any notice to the contractor. In this respect the decision of Engineer shall be final and binding on the contractor.

When atmospheric temperature excess 40 0 C., following precautions shall be taken.

181

1. Stacking aggregates under shade and keeping them moist.

2. Using cold water.

3. Reduction of time between mixing and placing to be the minimum.

4. Cooling form work by sprinkling water.

5. Starting curing before concrete dries out.

6. Restricting concreting to morning and evenings.

Finishing :

Immediately after the removal of forms any undulations, depressions, cavities, honeycombing broken edges of corners, high spots fins and other defects shall be made good and finished with cement mortar 1:2 but the necessity of such finishing must be exceptional and the total surface requiring finishing shall not exceed one percent on an average. If the initial experience shows that this percentage is exceeded the method of working itself, should be changed to obtained the required cast finish. No extra payment shall be made for such finishing work.

Retampering :

Concrete shall be mixed only in such quantities as are required for immediately use and any concrete which has developed initial set shall not be used. Concrete which is partially hardened shall not be retempered or remixed but shall be destroyed or thrown away.

Keeping Record :

A day to day record in respect of concreting work authenticated by a responsible officer of the department and the representative of the contractor in the proforma approved by the Engineer, shall be maintained by the contractor on the work site and kept open for inspection. This shall contain important information such as receipt of cement on the work site, daily use with details of use on various items, time of starting concreting and closure, number of batches through the mixer, source of water, water cement ratio of concrete, slump, dates of erection of form work, passing of work by the competent authority, dates of striking of forms, periods and methods of curing other events worthy of note, on completion of work the record shall be handed over to the Department.

Vertical Headers :

In order to allow sufficient bond with masonry above, vertical headers with an average sectional area of not less than 0.30 Sq.Mt. and not less than 45 centimeters in length shall be embedded to half their length in concrete at the rate of one header or square meter within the area to be covered by masonry. No payment will be made for these vertical headers nor any deduction made in the quantity of concrete or masonry for the embedded part of the vertical headers.

Interval for starting masonry :

Masonry will be allowed to be started on the concrete 48 hours after completion of concrete side filling will also be allowed 48 hours after

182

completion of concrete, but the material adjoining the concrete shall be kept wet for the duration of the curing period.

Expansion Joints :

Expansion joints running throughout the thickness of concrete approx. half inch (12mm) wide shall be provided in R.C.C. (M-150) slabs and shall be filled in with poured joint filter.

These joints shall be provided in longitudinal and transverse directions, the exact pattern and spacing will be as decided by the Engineer-in-charge.

The composition of filer shall be as given below. Clean fine sand ……….. 55% Bitumen S-35 grade ……….. 40% Asbestos fiber ………… 5%

Both sand and bitumen shall be mixed intimately after hearting. Asbestos fiber shall be added to this mix and mixed thoroughly and poured in the clean and dry joint.

Expansion Joint for slab :

While concreting of the slab of C. D. Works for Expansion joints on slab the M.S. plates supplied by the department shall be fixed up by the contractor as directed by the Engineer-in-charge. However no extra payment for additional labour required for fixing the same during concreting etc. shall be made.

Tests :

Concrete cubes shall be taken for determining the compressive strength after 28 days. For this purpose the concrete shall be classified as below :

Ordinary Concrete :

The cement concrete for the foundation and for canal lining shall be called as ordinary concrete. Items for such works are not included in this tender.

Collection of Samples :

All the materials, labour etc., required for taking the samples and curing them at site shall be supplied by the contractor. The molds required for sampling shall however be supplied by the department. Further the cubes (samples) shall be taken to the laboratory and tested after 28 days. The expenditure on transportation of cubes from site to laboratory and testing charges shall be born by the Department.

No. of Samples :

Sufficient number of cubes as may be directed by the Engineer-in-charge shall be taken for every 30 cubic meters of concrete or the quantity placed daily.

Specified strength at 28th day :

M – 75 ….. 75 kg/Sq.cm.

M - 100 ….. 100 kg/Sq.cm.

183

M – 150 ….. 150 kg/Sq.cm.

M – 200 ….. 200 kg/Sq.cm.

M – 250 ….. 250 kg/Sq.cm. M – 300 ….. 300 kg/Sq.cm.

Standard of acceptance :

Ordinary Concrete :

When 75% of the test cube results are equal to or above the specified strength and the remaining 25% of the results are above 75% of the specified strength the results shall be accepted as satisfying the criteria of required strength.

Item to Include :

(1) All labour, materials, use of equipment’s, tool and plant, installing and removal of scaffolding false work and forms and bracing necessary for the satisfactory completion of the item except reinforced steel.

(2) Providing cement concrete of specified proportion including transporting, placing vibrating and compacting, curing, finishing to the dimension and shapes shown on the plans or as ordered by the Engineer.

(3) Compensation for injury to persons and damage to work or property.

(4) Treating joints, seams with 1:2 cement mortar grout.

(5) All the other details of specifications mentioned in the standard specifications Book Government of Maharashtra shall also apply.

Mode of Measurement and Payment :

The concrete rates shall be for a unit of one cubic meter of concrete of various grades. The concrete shall be measured for its length, breadth and depth, limiting the dimensions to those specified on the plan or as ordered by the Engineer-in-charge. No deduction shall be made for reinforcement and other embedded parts in concrete i.e. bearing wit their accessories and copper plates for joints. Individual dimensions shall be measured correct to one centimeter and quantities shall be worked out correct upto two places of decimals.

Embedded parts of vertical headers will not form the concrete not the vertical headers will be paid for separately.

ITEM NO.4:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal metal for cast in situ Piers,abutment,returns,wings,etc including provision of V shaped false joints to form suitable panals on the face to approve design with compacting by vibrating and curing complete, including plywood /steel formwork centering ( excluding dewatering by means of pump ) and including bailing out water and curing,finishing in cm 1:3 etc. complete.M-15 (20 MSA)

Specification of tender Item No.3 shall apply for this item

184

ITEM NO.5:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss/graded metal for reinforced cement concrete caps over piers and abutments including necessary scafolding, formwork, compacting by vibrating , finishing in cm 1:3 and curing . etc. complete.(M-25)


ITEM NO.6:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal for RCC work including ramming, vibrating, finishing and curing complete in solid /deck slab etc. including plywood /steel formwork, centering and finishing in cement plaster ( Excluding H.Y.S.D. reinforcement ) M-20.


ITEM NO.7:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal including compacting, finishing in cm 1:3 curing and filling joints in bitumen complete for Approach slab ( Excluding reinforcement ) M-15.


ITEM NO.8:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal for Reinforced Cement Concrete block below bearing including necessary scaffolding plywood /steel formwork, compaction by vibrating, finishing in cm 1:3 and curing complete ( Excluding H.Y.S.D. reinforcement ) M-30.


ITEM NO.9:- Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal including compacting, finishing , curing and filling joints in bitumen complete for wearing course 8 cm thick M-15.


ITEM NO.10 :- Providing and cutting, bending, hooking, laying position and tying H.Y.S.D. Steel bar for reinforcement as per detailed drawing for all R.G.C. work with all leads & Lifts etc complete.

Cutting, bending, hooking and laying in position and tying H.Y.S.D. bars for reinforcement of R.C.C. works as per detailed drawing etc. complete.

185

1 GENERAL

The item provided for the use of mild steel bars or deformed steel bars, cutting, bending, binding with iron wire and placing in position for reinforcement in R.C.C.

2 MATERIALS

(1) Mild steel /HYSD/TMT bars shall conform to the General specification No. X.

3. STORAGE

Reinforcement steel shall be stored above ground surface upon platforms, skid or other supports to avoid distortion and sags and shall be protected as far as practicable, from surface deterioration by direct contract with undesirable elements or by exposure to conditions producing rust and corrosion. All bars of the same dimension shall be stacked separately in racks and distinctly marked.

THE BINDING WIRE SHALL COMPLETE WITH THE FOLLOWING SPECIFICATION :

The mild steel wire shall be of 1.62 millimeters (16 B.W.G.) diameter and shall confirm to Indian standard specification 280-1951. The use of block or galvanised wire will be permitted for binding reinforcement bars. It shall be free from rust, oil paint, grease loose mill scale or any other undesirable coating which will prevent adhesion of cement mortar.

5. STORAGE

The wire coils shall be stored above the ground on a platform or other supports and protected from surface deterioration by direct contact with harmful element or by exposure to conditions producing rust or corrosion.

6 SUPPLY

Contractor shall procure all required quantity of steel from market.

7 FABRICATION

Reinforcing steel shall be thoroughly cleaned of all coatings of any character that Would destroy or reduce the bond.

Bending Reinforcement shall conform accurately to the dimensions and

186

shapes shown on the plans or as directed by the Engineer. Bars shall not be bent or straightened in a manner that will injure the material. Bars with kinks, bands or cracks shall not be used. Bars shall be bent cold to the shape and dimensions shown on the drawings or as directed by the Engineer in writing Bar bender may be sued to attain proper radii or bends and shapes. Bars which may be bent during transport or handling shall be properly straightened before being placed in the work without heating them. Bending bar by heating to cherry red heat not exceeding 815"C (about 1.SOOT) may be allowed for bars larger than 25 mm. (about 1 inch) diameter except for bars which depend for their strength on cold working. Hot bars shall not be cooled by quenching.

Details of lengths, size, laps and bending diagrams shall be got approved by the Engineer. This is to secure additional precautions against errors.

8 SPLICING AND LAPPING

All reinforcement shall be furnished in full lengths indicated on the plans as far as possible. Splicing bars except as shown on the plans will not be permitted without the written approval of the Engineer. When full lengths are not available, bars shall be spliced. Splices of tensile reinforcement at points of maximum stress and of adjacent bars at the same place shall be avoided. Splices shall be staggered as far as possible and located at suitable points. A welded or mechanical connection if adopted, shall develop the full strength of the bars. Unless otherwise shown on the plans, bars shall lapped as specified in I.S. 456-1964 with due regard to the grade of concrete. In lap-splices, bars shall be placed in contact and just wired together to keep in place.

9. HOOKS :

The usual 'U' type i.e. semicircular hooks shall be provided for the round M.S. Bars as per I.S. 456-1964.

In Case of deformed bars (to steel), the reinforcement may be allowed to be placed without providing any hooks, if he anchorage conditions are satisfied However, if it is found necessary, the Engineer-in-charge may direct to provide hooks for the deformed bars also as mentioned in clause No. 18.4.5.1 of I.S.S. 456 of 1964.

10. SUBSTITUTION :

If the substitution of sizes is desired by the department, the steel substitution shall have an area not less than the designed area, provided that safe bond stress is not exceeded.

187

If the cross sectional area of substituted steel is larger than provided in the design, the extra quantity of steel used shall be paid for only at the tendered rates.

11. PLACING AND FASTENING

All reinforcement shall be accurately placed in position with spacing and cover shown on the plan and firmly held so during the placing and setting of concrete. Bars shall be tied at ail intersections. Binding wire of 1 .63 mm. diameter (about 16 gauge) shall be used. Alternatively the Engineer may permit spot welding

instead of tying by wire. Spacing of bars shall be maintained by means of stays, blocks, ties, spacers, hangers or other approved supports at sufficiently close intervals so that bars will not sag between supports not be displaced during placing, vibrating or compacting concrete or by any other operation. Metal supports which extend to the surface of the concrete except where shown in the plans and wooden supports shall not be allowed. Placing bars for reinforcement on a layer of fresh concrete as the work progress, will not be permitted. The use of pieces of broken stones or bricks or wooden blocks for maintaining spacing, or cover shall not be permitted. Layers of bars shall be separated by precast cement mortar blocks, spacer bars or other approved devices. Special care shall be taken to prevent any disturbance of the reinforcement in concrete that has already been placed. Reinforcement after being placed will be position shall be maintained in a clean condition till it is completely embedded in the concrete. All bars protruding from concrete to which other bars are to be spliced and which are likely to be exposed for an indefinite period shall be protected from rusting by a thin coat of cement wash.

12. INSPECTION

The details of the numbers, sizes, lengths, weights, laps, welds, spacing of the bars placed in position in different bars of the work shall be recorded, certified and placed by the Engineer-in-charge to shown that all reinforcement has been placed correctly as per the mentioned drawing or as ordered by the Engineer-in-charge in writing before placing concrete. No concrete bars will be places until the Engineer has inspected and certified the corrections or reinforcement, recorded steel measurement and given permission to place concrete. After the approval of reinforcement by visibility to see that the reinforcement, spacing arrangement are not tampered with any way before bring concreting.

188

13 TO INCLUDED:

Cost of labour, material, use of tools, plant and tackle and other incidental items to complete the work included under the item satisfactorily. Supplying, conveying, cleaning, cutting, bending, binding with 1.63 mm. (approximately 16 gauge) diameter wire and placing reinforcement in position and maintaining it clean and in position till the concrete laid. Cost of sampling and testing.

14 PAYMENT

Contract rate shall be on weight basis for one metric ton of steel reinforcement. The weight of steel reinforcement incorporated in the concrete will be measured in metric to based on the total computed weights for the sizes and lengths of bars as shown on the plan or as ordered by the Engineer-in-charge. The lengths of the bars shall be measured correctly to two places of decimals in meters and the weight payable will be worked out, correctly up to one kilogram on the basis of standard weights fixed for specific diameters of bars, as per table attached.

In case of deformed bars, the weight of bars per unit length for a bar of specific diameter (i.e. nominal size) will be those shown in the manufactures catalogue. The issue of deformed steel to the contractor and payment to the contractor will be done on the basis of weights give by the manufacturers as stated above. Sections rolled in metric systems.

Dia Weight in KG/METRE length 6 mm 0.222 8 mm 0.395

10 mm 0.617 12 mm 0.888 16 mm 1.580 18 mm 2.000 20 mm 2.470 22 mm 2.980 25 mm 3.850 28 mm 4.830 32 mm 6.310

The wire for typing and devices for supporting bars and maintaining various clearances will not be measured or paid. Payment will be made for spacers, spacers, separators, chairs of M.S. bars used for supporting reinforcement in place. Authorised lap lengths shall be paid for. If the lengths of bar

189

contemplated in the designs are not available and the Engineer-in-charge certifies the fact, steel involved in more number of laps will be paid for When laps are made for splices other than those shown on the plans for convenience of the contractor or lengths of laps more than indicated above, the extra steel will not be paid for. Any extra lengths of bars over the design, if used, shall not be taken by the department, Such wastage's than shall be the property of the contractors and the contractor will be permitted to dispose off the controller or in accordance with prevailing orders of the Government. Surplus steel longer than 1:5 meters out of the steel issued to the contractors will be taken back at the rate of which it was issued to the contractor, the conveyance to the place of original issue for such steel being at the contractors cost. The contractor shall return such cut pieces to the department periodically.

ITEM NO. 11: Providing and fixing Neoprene bearing as per standard specification etc. complete with all leads adn lifts.

As directed by Engineer in charge

ITEM NO. 12:- Providing and laying PVC/Neoprane replaceble (Elastometric) expansion joint of jungction of box with stainless nut bolt as per detailed drawing and specification

As per M.O.S.T Specifications and as directed by Engineer in charge

ITEM NO 13:- Providing and injecting epoxy grout including strutting of cracked in surface including cleaning by sand blasting, brushing, cost of the materials , machinery equipment, scaffolding labour etc. complete as directed.


ITEM NO 14 :- Providing epoxy coating in two coats with primer for the stone or concrete surface including cleaning by sand blasting, brushing, cost of the materials, machinery equipment, scaffolding, labour etc. complete as directed.


190

ITEM NO.15 : Dewatering during construction of structure.

4.1 GENERAL

The foundation trenches shall be kept dry by resorting to pumping along or pumping in combination with diversion channel, cofferdams, bunds diversion weirs, drainage channels well points or any other satisfactory method to suit local conditions at the choice of the contractor. The contractor shall supply details of his proposals for approval of the Engineer but such approval shall in no way release the contractor from the responsibility for the adequacy of diversion and dewatering arrangement & for the quality and safety of the work, for all of which the contractor shall be solely responsible.'

4.2 METHOD

The method to be adopted shall be entirely left to the choice of the contractor provided adequate dewatering is carried out and the scheduled programme is adhered to. The contractor shall plan, construct and maintain satisfactorily necessary diversion channels and temporary diversion and protective works so as to safely pass the stream flow & also satisfactorily deal with any sudden rise of flow without damaging the foundation works. And braced or protected by coffer dams. The coffer dam should be carried to adequate depths and heights, safely designed and constructed with suitable dimensions and protection and shall be made as water-tight as practicable for facility of construction of the work to be done inside them.

The interior dimensions of the cofferdams shall be such as to give sufficient clearance for the construction and inspection and to permit installation of pumping machinery etc. inside the enclosed area. The coffer dams shall be of sufficient heights to prevent seepage of water in to the foundation pits and to protect green concrete or masonry against damages of the foundation by erosion.

Unless otherwise permitted, no excavation shall be made outside the enclosed area and the natural stream bed adjacent to the foundation shall not be disturbed without the permission from the Engineer-in-charge.

Cement grouting or other approved methods may be used at the discretion of the contractor to prevent or reduce seepage and to protect the area to be excavated if the soil is porous.

4.3 PUMPING

Adequate pumping arrangements shall be made for dewatering foundation

191

trenches and other areas of construction where dewatering is essential for keeping them dry while masonry or concrete or other construction is in progress and till the concrete or mortar or masonry has sufficiently set and construction can be proceeded without pumping.

Pumps of adequate capacity in required number and stage shall be provided to ensure the above. Pumping from the foundation trenches or from the interior of the coffer dam or other area of construction shall be done in a such a manner as to preclude the possibility of passage of water.

Through any fresh concrete or morter no pumping will be allowed during placing of concrete or for a period of at least 24 hours thereafter unless it is done through suitable sump separated from concrete or masonry by effective means.

The contractor should make his own arrangements for necessary labour, materials and equipment's for coffer dams, pumps, engines-, and other machinery and devices required for successful execution of the item of dewatering.

4.4 DESILTING

If any foundation pits are filled due to floods or flow or slips, during the progress of the work or during rainy season or due to any other causes, all pumping required to dewater the pits and to doe desilting shall be done without making extra claims. Without extra cost.

4.5 SHORING ETC.

Staging, shoring, strutting, pumps and other protective works required for facility of dewatering shall be designed and put up the contractor to ensure full safety to the work, workmen, machinery and property and shall be removed after they have served their purpose in a manner and to the extent directed by the Engineer. The contractor shall be responsible for all damage and Injury cause by the execution of this item.

4.6 REMOVAL

The cofferdams and other works constructed, for facility of diversion and/or dewatering shall not cause any damage to the property and the work and shall be removed after they have served their purpose in the manner and to the extent directed by the Engineer. If any excavation is made outside the enclosed area for facility of construction the contractor shall refill the same with proper ramming after the foundation work is completed so as to bring the

192

river bed to its original conditions as directed by the Engineer. Similarly any material deposited within the stream area from the filling of cofferdam or from any excavation shall be removed and the stream area made free from any obstructions caused thereby as directed by the Engineer.

4.7 ITEM TO INCLUDE

4.7.1 Diversion of surface flow construction of cofferdams, cribs, shoring strutting, bunds, service path during construction and removing the same after completion to bring the river bed to its original condition.

4.7.2 All labour materials use of equipment & other arrangement necessary for dewatering during excavation and construction of other items requiring dewatering.

4.7.3 Dewatering foundation trenches excavation and other structures built upon to enable the masonry, concrete or other construction work to be done in the dry and till the Engineer considers that the mortar or concrete has sufficiently set.

4.7.4 Dewatering till all the items requiring dewatering are fully completed. This shall also include time required for passing foundations and taking measurements of all the items requiring dewatering.

4.7.5 Removing liquid stuff of any sort which might find access into the trenches by blowings, slip or any other cause whatsoever from the sides or bottom of the foundation or excavation or from elsewhere during or after dewatering.


The payment of this item will be on the basis of actual pumping hours for which pumps have been operated by the contractor. A series of record will be maintained by the contractor and got signed by the Engineer-in-charge or his authorised subordinate. The inaction of 1/2 hour will not be counted however if pump runs for 1/2 hour or more it will be counted as 1 hour. Measurement will be for full hours. The contractor is expected to use his proper skill and machinery to resists the dewatering hours within the provision in Schedule 'B' of this item.

The contract rate shall be per on B.H.P. hour of pumping water.

Rate :

This total B.H.P. hours for a period shall be summed up and paid for in RA Bill

193

at the rate quoted.

The rate includes cost of running the equipment, cost of setting of pumping machinery and lead pipes, channels etc. to carry out water away from site of work and other incidental works like sump bunds etc. for which no extra charges will be paid. The contractor should carry out dewatering in effective manner. The tenderer had no choice of rate for his item, and no above or bellow percentage rate quoted by him is allowed, to be paid to the tenderer. This item is meant to cover dewatering charges for all item of work and is fully payable only after completion of entire work to the satisfaction of the Engineer-in-charge.

ITEM NO.16:- Testing Aqueduct box with joints for water tightness as per detailed drawing and specification etc. complete with all leads and lifts,

AS directed by Engineer in Charge

ITEM NO.17:- Providing and applying two coats of waterproof cement paint of approved manufacture and colour to the plastered surface, including scaffolding preparing the surface, watering for teo days complete

As per specification No. Bd.O.8/ Page No. 406 and as directed by Engineer In Charge

Item No.18 :- Construction of embankment for hearting/casing Zone with selected material directly from Available material of excavation including conveying the material with all leads & and lifts including laying in layers, watering & consolidation etc. complete.

1 Material not found suitable for reuse shall be disposed off by the contractor at the place as directed by the Engineer-in-charge with all leads & lifts.

2 COMPACTION INCLUDING WATERING :

a) All the material placed in the embankments, shall have to be properly watered and compacted to obtained a dry density which shall not be less than 95 % of the standard proctor density for the material under consideration. The soil

194

shall have therefore to be brought to plus or minus two percent of the optimum moisture contents as determined in the Government laboratory from time to time by adding the amount of water for allowing moisture to evaporate either at the borrow pits or on the canal, just before commencing compaction of layers. The required amount of water to be sprinkled for a specified quantity of soil shall be first calculated particularly when water is proposed to be added at the site of canal embankment.

This shall then be thoroughly mixed with the soils by means of disc-harrow or any suitable implements before any of the surface of each compacted layers shall be borrowed before the subsequent layer is laid. Such layer is to be compacted at specified density. Tests will be conducted from time to time on site to ascertain whether the compaction is attained as specified above. For every 300 cum. of compacted earth work there shall be at least two field density tests taken, increasing the number of tests at the rate of one for every additional 300 cum. of earth work carried out per day. Necessary unskilled labour required for carrying out such density test shall have to be provided by contractor at his own cost.

b) Compaction shall be done by mechanical compactors like smooth wheeled power rollers (8 to 10 tonnes) the standard sheep foot rollers hauled by tractor etc. which shall have to be arranged for by the contractor. The dimension and weight of sheep foot rollers shall be such as to exert a ground pressure of not less than 10 kg. per sq.cm. tamping feet in one row when empty and 25 kg. per sq.cm. when blasted. The number of passes required per layer to attain the specified density will be determined by actual tests during the initial stage of the work.

c) For the portions where compaction is permitted by the Engineer to be done by non mechanical means, the following specification shall be followed. Compaction shall be done to the specified density by the stone or iron rollers of such a size and weight that they will give a pressure of 1.5 to 2.5 metric tonne per metre length of roller. A light roller may be allowed to be passed quickly over a newly spread layer in order to bring it to a smooth surface before working the heavy roller. The rollers shall be kept clean by means of suitable scrapers.

d) The rates of earth work raising are inclusive of watering and compaction of optimum moisture content. No extra payment for this item will be made. No lead for water will also be paid. No rate also includes transportation charges from excavation to embankment

195

3 TAMPING

In those parts of the structure in accessible to the specified rolling equipment around and in contract with structures and in proximity to structure where the rolling equipment will not be permitted to operate, compaction shall be accomplished either with hand or mechanical tampers of approved type. The roller will not be permitted to operate within one metre of structure and alt fill within this distance shall be tamped by hand or mechanical tampers. All material to be tamped shall be spread in layers not over 7 cms. thick when loose, moisture content of the material and amount of tamping shall be such as to produce a degree of compaction equal to that specified for rolled fill. Special care shall be exercised to obtained a good contract and bond with surface of structure.

The quantities of all the suitable materials available from the items of canal excavation that might have been required to be used in the embankment in items of relevant items and as per specifications shall be arrived at on the basis of the following conversion table.

Sr. No.

Type of material

Excavation measured in placed

i.e. direct

Measured at stock piles

measurement of cut of deduction.

Converted completed bank measurement for

the purpose.

1 Soft Strata 1 Cum 1.20 cum. 1.00 cum.

2 Hard Strata 1 Cum. 1.70 cum. 1.50 cum.

4. MODE OF MEASUREMENT AND PAYMENT

a) The work shall be measured on the basis of cross sections. The cross section will be taken at an interval of 10 metre or closer distance if found necessary.

The quantity will be worked out by the average area-method. The gross quantity in which hearting, casing, filter materials, rock fill etc. will be indicated with the separate zone for facility of arriving at the correct quantity of hearting and casing etc. that went into the embankment. The line demarcating the zone of the cross sections shall confirm to the respective typical sections except where departures from these are specially permitted by the Executive Engineer. Quantities under this item will be recorded along with the actual leads from where the material is transported from utilisation.

b) I) When compaction is done by mechanical rollers and under optimum moisture and prescribed density the deduction from running measurements of quantities of bank work from every running will should be 5 %, 3 % quantity (out of 5 % quantity withheld) will be released after one monsoon and balance quantity will be released at the time of final bill only.

II) When compaction is done manually for canal earthwork without mechanical power roller and without prescribed density and optimum moisture, then the

196

volume of the bank thus calculated shall be reduced by 10 % for the purpose of payment when the measurements are taken for running bills and by 5 % in final measurements.

c) Final measurement for bank work executed with mechanical compaction for canal will be recorded on cross sectional basis. These will be paid for net without any percentage deduction for further settlement etc. plan with relevant cross section of the canal showing dimensions and levels shall be prepared and got signed by the contractor in token of acceptance first before commencement of stripping and again after completion of the stripping of the canal seat. The final measurement will be based on the accepted plant and relevant cross section & the completed section of the canal at time of taking final cross section.

The final measurement shall however be taken only after one rainy season after the bank work is finally completed. If the work is completed before the rainy season the final measurement should be recorded only after the rainy season is over so as to account for any settlement of fresh bank work during monsoon.

d) The measurements payable shall be as per the quantities of the suitable materials available for reuse from the items of excavation irrespective of the fact whether the embankment is constructed from reuse of available material or otherwise.

Quantity of earthwork for 0.3 metre thick pitching will be deducted from this item being paid under respective item of bedding and pitching. The rate is also inclusive of dressing the bank to the final dressing, shape and slopes.

e) The contract rate of this item shall be one cubic metre of the finished bank work.

ITEM NO.19 :- Providing & laying dry stone pitching from available material 23 cm. thick to side slope of embankment including dressing the bank with all leads and lifts etc. complete.

1 The slopes to receive the pitching shall first be prepared and the pitching laid upon bank work. The slope of the bank shall be made with murum and termed to the required slopes and properly compacted under this item and than pitching shall be made.

2 Stone should be large and placed vertically so as to interlock with each other and the chips used for filling the interstices and wedging may be in pieces. This could be made in two layers but stone should be as large as possible of weight as will not get distributed by wave wash. The layer will be flat large face, resting on the prepared sloping surface. Remaining interstices being filled in with chips spauls properly hammered in so that the entire mass becomes firm and con not be disturbed by hand.

197

3 The stones used for pitching shall be perfectly sound and as regular in shape as possible, sixty percent of the stone shall be such as not to weigh less than 40 kg., each . The stone shall as far as practicable be selected as to size and shape to secure fairly large flat surfaced stones which will be laid up with and even surface and minimum no of voids.

4 The stones shall be placed on end with broadest base down and length normal to the slope. Beginning at the bottom of the slope, the stone shall be laid compactly and so matched and interlocked that they shall be keyed together with minimum joint space. Rock fragments and spauls shall be tightly driven into the interstices to wedge the stone in the place and close direct opening to the underlying slope. Such filling shall be carried out simultaneously with the placing in position of the large stones and shall in no case be permitted to fall behind The wedging shall be done with largest size chips practicable, each in being well driven home with hammer so that no chip can be possibly be picked or removed by hand. The smaller size stone required for filling in such work and shall not be used in two or more layers as a substitute for the full thickness stones. High irregular points shall be knocked off and the finished pitching shall present a neat and reasonably smooth and uniform surface, free of loose stones.

4 MODE OF MEASUREMENT AND PAYMENT

The contract rate shall be for one sq.mtr. of specified thickness of finished pitching. The dimension shall be measured up to one cm and area worked out correct up to the two places of sq.mtr

.