ENGINEERING DEPARTMENT.

                                                                         

 

TENDER FORM

 

Name of Work:- Construction of 12 Nos. of type III quarters in Millennium Railway Colony, Jabalpur and 18 Units of Type-I quarters in Bajrang Colony of West Central Railway at Jabalpur

 

Contract Agreement No. -

 

Approximate Cost;-  90.23 lakh

 

Contract Value: -  

 

Earnest Money;-  Rs. 50000/-

 

Money Receipt No. & dated:

 

Security Deposit: - -

       

 

Completion Period:- 10 (Ten) Months including monsoon period

 

Date of Commencement:

 

Date of Completion:-       

  ___________________________________________________________________    

     

         Tender Closing Date:-  16.07.2004 at 15.00 hrs.

 

         Tender Opening Date:- 16.07.2004 at 15.15 hrs.                   

              ___________________________________________________________________

 

        Tender Notice No.   CE/OT/8 OF 2004 dated 11.06.2004 

 

                                                               NOT TRANSFERABLE

     

     Issued by                       Chief Engineer (HQ), West Central Railway, Jabalpur

 

 

     Issued to                                          

      

                                               


                  

                                                WEST CENTRAL RAILWAY

 

No.WCR-JBP/W-HQ/700/RATE/T.N.                                                                                      Date: 11.06.2004

OPEN TENDER

 

TENDER NOTICE NO. CE/OT/8 OF 2004 DATED 11.06.2004

 

1.             The Chief Engineer, West Central Railway, Jabalpur for & on behalf of the President of Union of India, invites sealed OPEN TENDER from the contractors for the following works:

 

Sr. No.

Description

Approx cost

Rs.

Earnest money

Rs.

Completion period

Cost of tender form

Tender forms obtainable upto

Tender opening on

1

Construction of 12 Nos. of type III quarters in Millennium Railway Colony, Jabalpur and 18 Units of Type-I quarters in Bajrang Colony of West Central Railway at Jabalpur

90.23 lakhs

 

50000/-

 

 

 

 

10 (Ten) months including monsoon

Rs.2000/-

15.07.2004 at 16.00 hrs

16.07.2004

at 15.15 hrs

 

2              The tender forms can be obtained from 21.06.2004 from the office of the Chief Engineer, West Central Railway, Jabalpur upto 16.00 hrs on the date mentioned above on cash payment. The tender forms are not transferable.

 

3              The tender documents duly filled in should be put into the tender box kept in the Office of the Chief Engineer (HQ), West Central Railway, Jabalpur upto 15.00 hrs on the date of opening mentioned above and the same will be opened at 15.15 hrs on the same date in the office of Chief Engineer (HQ), West Central Railway, Jabalpur.

 

4              The tender must be accompanied with the valid Earnest Money drawn in favour of FA & CAO, West Central Railway, Jabalpur in an acceptable form without which tender will be summarily rejected.

 

5.             Tenderer should submit address proof with telephone / Mobile Number and two recent passport size photographs of proprietor / proprietors duly attested otherwise tender form will not be issued.

 

6              Only those firms/contractors having individual capacity & who satisfy the following pre-qualification criteria need to quote for this tender:

       Pre-qualification criteria

 

(i))    Should have completed at least one work of similar type for a minimum value of 35% of Advertised Tender Value of the subject work during the last three years (i e, current year and three previous financial years).

 (ii)  Total contract amount received during the last three financial years should be minimum 150% of the Advertised Tender Value as per attested certificate from the employer/client, audited balance sheet duly certified by the Chartered Accountant etc.

 

NOTE:   If the date of opening happens to be a holiday or a bundh the tender shall be opened on the next working day.               

         For Chief Engineer (HQ)

                                                                                                  West Central Railway, Jabalpur

                                                                                                    For General Manager (Works)

                                                                                                 For and behalf of President of Union of India


                                   

West Central Railway

 

INDEX

 

Sr. No.

Description

Page No.

1

Meaning Of Terms

3 to 5

2

Contractor’s Credentials

5

3

Tender Form

5

4

Omissions And Discrepancies

6

5

Earnest Money

6 to 8

6

Care in submission of tenders

8 to 9

7

Opening of Tenders

9

8

Tender form (first sheet) Annexure I

11 to 12

9

Tender for (Second sheet) Annexure I

13 to 16

10

Tender Form (Third Sheet) Annexure I

17

11

Scope of work

18

12

A per on which Special conditions to be quoted by Tenderer

19

13

Proforma I

20

14

Proforma II & III

21

15

Proforma IV & V

22

16

Proforma VI

23

17

Proforma VII

24

18

Acceptance of tender

25

19

Eligibility Criteria

26

20

Conditions of Tender

28 to 62

21

Income Tax Return Certificate

63 to 66

22

Safety Rules

67 to 70

23

Working procedure

71 to 73

24

Joint Procedure Order

74 to 75

25

Agreement for Zone contract (Annexure II)

76

26

Work Order under Zone contract (Annexure III)

77

27

Contract Agreement (Annexure IV)

78

28

Work Order for works (Valued at over Rs. 10,000/-)Annexure – V

79

29

Contractor’s Agreement

80 to 10

30

Work Order for works (Annexure VI)

82


 

1. MEANING OF TERMS  :- 

 

(i)  Definition

             

      These Regulations for Tenders and Contracts shall be read in conjunction with the General conditions of Contract which are referred to herein and shall be subject to modifications, additions or super session by special conditions of contract and/or special specifications, if any, annexed to the Tender Forms.

       

           In these Regulations for Tenders and Contracts the following terms shall have the Definitions meanings assigned hereunder except where the contest otherwise required: -

 

(a)          "Railway” shall mean the President of the Republic of India or the Administrative Officers of the West Central Railway or of the Successor Railway authorized to deal with any matters which these presents are concerned on his behalf.

       

(b)             “General Manager" shall mean the officer in administrative charge of the whole of Railway or exercising the powers of General Manager for the subject contract and shall mean and include the General Manager of the successor Railway.

 

(c)      "Chief Engineer" shall mean the Officer in-charge of the Engineering Department of West Central Rail­way and shall also include the Chief Engineer / Chief Engineer (Construction) and shall mean & include their successors of the Successor Railway.

       

(d)      "Divisional Railway Manager" shall mean the Officer in-charge of a Division of the Central Railway and shall mean and include the Divisional Railway Manager of the Successor Railway  

   

(e)       "Engineer" shall mean the Divisional Engineer or the Executive Engineer, in executive charge of the works and shall include the superior officers of the Engineering Department of Railway i.e. the Senior Divisional Engineer/ Deputy Chief Engineer/Chief Engineer/ Chief Engineer (Construction) shall mean and include the Engineers of the Successor Railway.

       

(f)   "Engineer’s Representative" shall mean the Assistant Divisional Engineer in direct charge of the work and shall include any Resident Engineer or Section Engineer or any Inspector of the Civil Engineering Deptt. appointed  by the West Central Railway and  shall  mean and  include the Engineer's Representative of  the successor Railway.

       

 

(g)       "Contractor” shall mean the person, firm or company whether incorporated or not who enters into the contract with the Railway and shall include their executors’ administrators, Successors and permitted assigns.

       

     

  (h)    "Tenderer" shall mean the persons, the firm or company who tenders for the work with a view to executes the works on contract with the Railway and shall include their personal representatives, successors and permitted assigns.

       

  (i)    "Limited Tenders" shall mean tenders invited from all or some Contractors on the approved list of Contractors with the Railway.

 

Any tenderer registered for higher value of the works will be automatically considered   eligible for participating in the tender for lower value works also.

 

Special Limited tender will be adopt in the following situation in consultation with the FA&CAO.

 

(i) Works of specialized nature

(ii) Works of urgent nature

(iii) Consultancy work

 

The tenderer must have a specialization in the above work or similar nature work and should be reputed contractor firms/organizations/agencies. Tenderer need not necessarily be borne on the approved list.

 

  (j)    "Open Tenders" shall mean tenders invited in open and public manner and with adequate notice.

 

(k)     "Works" shall mean the works contemplated in the drawings and schedules set forth in the tender forms and description of contract and required to be executed according to specifications.

 

(l)      "Specifications” shall mean the specifications for Materials & Works, West Central Railway and other Railway issued under the authority of the Chief Engineer or as amplified, added to or superseded by special specifications, if any, appended to the Tender Forms.

 

(m)     "Schedule of Rates, Central Railway/West Central Railway/Western Railway” shall mean the Schedule of Rates issued under the authority of the Chief Engineer from time to time.

       

(n)    "Drawing" shall mean the drawings, plans and tracings or prints thereof related to the work.  

 

(o)         “Quotation” General Manager may delegate powers to dispense with calling of tenders for works upto Rs. 2,00,000/- each in value in consultation with the Associate Finance at the stage of acceptance of offer.

(p)      “Two Packet System” of tendering may be adopted in specifically identified situation for obtaining consultancy services for highly technical works where parameters cannot be precisely pre-defined or for execution of work which are either technically complicated or specialized in nature and / or which are executed very rarely as per the Pre-qualification criteria approved by the Railway Administration.

 

(q)      “Counter offer” - In cases where the overall value of the lowest tenderer is not unreasonably high but the rate (s) for certain item (s) in a schedule or the total value for a schedule happens to be higher than those quoted by the other tenderers in the same tender or higher than last accepted rates, the method of counter offering the lowest rate (s) obtained in the same tender or if all these are higher, any other rate (s) considered reasonable by  tender committee may be adopted while finalizing the tender.


 

(ii)      Singular and Plural

 

Words imparting the singular number shall also include the plural and vice versa where the context requires.                             

 

2.       Contractor’s Credentials

 

           A contractor who has not carried out any work so far on this Railway should furnish particular regarding:-                                                                                 

(a)  his position as an independent contractor specifying Engineering organization available with details or Partners/Staff/Engineers employed with qualifications and experience.

(b) his capacity to undertake and carry out  works satisfactorily, as vouched for by a responsible official or firm;

       

            (c) his previous experience on works similar   to that to be contracted for in proof of  which original certificates or testimonials may  be  called  for  and  their  genuineness verified if need be, by reference to the signatories thereof;

       

            (d)  his knowledge, from actual personal  investigations of the  resources of the Zone or Zones in which he offers to  work;

       

(e)  his ability to supervise the work  personally or by competent and duly authorised agents;

 

(f)    For revised eligibility criteria :( Please see on page  no. 26)                                      

          

             (g)  his financial position;

3.         An applicant shall clearly state the categories of works and the area/zone/division (s)/district(s) in which he desires registration in the list of approved contractors.

4.         The selection of contractors for enlistment In the approved list would be done by a committee for different value slabs as notified by Railway.

5.         An annual fee as prescribed by the Railway from time to time would be charged from such approved contractors to cover the cost of sending notices to them and clerkage for tenders, etc

6.         The list of approved contractors would be treated as confidential office record.

7.         Tender Form:- Tender Forms shall embody the contents of the contract documents either directly or by reference and shall be as per specimen form, Annexure I. Tender Forms shall be issued on payment of the prescribed fees to the appropriate contractors on the list of ap­proved contractors. Contractors not on the list of approved contractors, will on payment of .the prescribed fees, be furnished with tender forms and they shall be required to submit evidence regarding their financial status, previous experience and ability to execute the works, and an authorised copy of the current Income Tax Clearance Certificate without which their tenders will not be considered.

 

8.         Omissions and Discrepancies

 

Should a tenderer find discrepancies in, or omissions from  the  drawings  or  any  of   the   Tender  Forms   or should  he  be  in doubt  as  to  their  meaning he  should          at  once notify the  authority  inviting  tenders who may  send a  written instruction to  all  tenderers.   It shall be understood that every endeavor has been made to avoid any error which can materially affect the basis of the tender and he successful tender shall take upon himself and provided for the risk of any error which may subsequently be discovered and shall make no subsequent claim on account thereof.

    

9.         Earnest Money          

 

The tenderer shall be required to deposit earnest money with the Tender for the due performance of the stipulation to keep the offer open till such date as speci­fied in the Tender, under the conditions of Tender, Annexure-I. The earnest money will be as under.

Contract Value

Earnest money for due performance of stipulation to keep the offer open till the date specified.

(f) For works

2 ½ % ad valorem

upto Rs. 5 lakhs

subject to a maximum of Rs. 10.000/-

(ii) For works more than Rs. 5 Lakhs

2% ad valorem subject to a maximum of

but upto Rs. 20 Lakhs               

Rs. 20.000/-

(iii) For works above Rs. 20 Lakhs

1% ad valorem subject to a maximum of

but upto Rs. 50 Lakhs                

Rs. 35.000/-

(iv) For works above Rs. 50 Lakhs

3/4% ad valorem subject to maximum of

 

Rs. 50,000/-

 

(A)       It shall be understood that the tender documents have been sold/issued to the tenderer and the tenderer is permitted to tender in consideration of stipulation on his part, that after submitting his tender he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to the Engineer. Should the tenderer fail to observe or comply with the said stipulation, the aforesaid amount shall be liable to be forfeited to the Railway.

(B)       If his tender is accepted this earnest money mentioned in sub clause (a) above will be retained as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the General Conditions of Contract. The Earnest Money of other tenderers shall, save as here before in provided, be returned to them, but the Railway shall not be responsible for any loss or depreciation that may happen thereto while in their possession, nor be liable to pay interest thereon.

(C)       The Contractors approved for the works in various categories will have the option to deposit the Earnest Money for each individual works or furnish standing Earnest Money. The contractors borne on the approved list will have the facility of Standing Earnest Money. They have to deposit a fixed amount of Rs. 2,00,000/- (Rupees Two Lakh only) towards Standing Earnest Money before they are allowed to participate in the tenders. The tenderer should submit the valid registration certificate (valid for three years from the date of issue) duly attested by the Gazetted officer.

The standing Earnest Money has to be separately deposited for both i.e. open line organization & for construction organization, and with the respective organization.

The Standing Earnest Money shall be counted as a valid Earnest Money for open tenders also for the works costing upto Rs. 8 crores. This facility will also be available to the contractors for open tenders of the other branches such as Electrical, S&T etc. within the same organization i.e. either open line or construction organization.

A contractor registered with the construction, however, will not have this facility for participating in open tenders with this standing Earnest Money, for tenders invited by open line and vice-versa.

(D)       No part of this fixed lumpsum deposit as Earnest Money can be accounted against the Security Deposit a contractor has to make on the acceptance of his tender and on execution of an agreement. It may however, be noted by the Contractors that this Earnest Money deposited by them is available for forfeiture to the extent specified, in cases where they tender but due to any circumstances fail to keep the offer open for the period specified in the tender documents. The earnest money should be in cash or in any of the following forms :-

(E)       Deposit receipts, pay orders, demand drafts. These forms of earnest money could be either of the State Bank of India or of any of the nationalized banks. No confirmatory advice from the Reserve Bank of India will be necessary.

(a)        Deposit receipt executed by the Scheduled banks (other than the State Bank of India and the Nationalised Banks) approved by the Reserve Bank of India for this purpose. The 'Railways will not, however, accept deposit receipt without getting in writing the concurrence of the Reserve Bank of India.

(b)        Standing or permanent earnest money may be accepted in the following forms:-

(i)   A deposit in cash.

(ii) Government securities at 5% below the market value.

(iii) Deposit receipts or demand drafts of the Nationalised Bank. :        

(iv) A deposit in the Post Office Saving Bank.

(v)  National Savings Certificates.

(vi) Twelve Year National Defense Certificates.

(vii) Ten Year Defense Deposits.         

(viii) National Defense Bonds.

(ix) National Saving Certificates.

(x)  Time Deposit Account which came into force on 16-3-1970 and notified under Ministry of Finance, Notification No. F3(7)NS/70, dated 28-2-70.

(xi) IRFC Bonds.

Note - (vi) to (viii) These certificates/bonds may be accepted at their surrender value.

(F)       The amount of earnest money required to be deposited with the tenders as initial security shall be as under: -

(i)         For works costing upto Rs. 5 lakhs - 2½% ad valorem subject to a maximum of Rs. 10,000/-.

(ii)        For works costing more than Rs. 5 lakhs – 2% ad valorem subject to maximum of Rs. 20,000/-.

(iii)       For works above Rs. 20 lakhs but below Rs. 50 lakhs 1% ad valorem subject to maximum of Rs. 35,000/-.

(iv)       For works above Rs. 50 lakhs Ύ% ad valorem subject to a maximum of Rs. 50,000/-.

The cost of work for computing earnest money will be calculated based on prevalent rates and not at par with schedule of rates.

10.        Tender without Earnest Money

 

10.1     Tenders unaccompanied with full   earnest money in requisite form will under no circumstances be entertained and will be summarily rejected without further reference to the tenderer.  No reference to previous deposit of earnest money and/or security   deposit  for  adjustment  against   the  present tender  will  be  accepted;  neither  any request for recovery from any  outstanding  bills  for  earnest money against present tender will  be entertained.

 

10.2  The earnest money for the due performance of the stipulation to keep the offer open till the date specified in the tender will be refunded to the unsuccessful tenderer/tenderers within a reasonable time. The earnest money deposited by the successful tenderer/tenderers will be retained towards the security deposit for the due and faithful fulfillment of the contract but shall be forfeited if the contractor fails/contractors fail to execute the Agreement Bond or start work within a reasonable time (to be determined by the Engineer-in-Charge) after notification of the acceptance of his/their tender. 

 

11.     Care in submission of tenders

 

(a)        Before  submitting  a tender,  the tenderer  will be deemed   to  have   satisfied   himself  by   actual inspection of  the  site   and locality of the works, that  all  conditions  liable  to  be  encountered during  the execution of the works are taken into account  and that the percentage/rates he  enters in the Tender Form is/are adequate and all inclusive to accord with the provisions in Clause 37 of the General Conditions of Contract for the completion  of works to the entire satisfaction  of  the Engineer.  

    

(b)        Time is the essence of the contract.

 

          Contractor should plan the work in such a way so as to complete whole work within the time provided for.  Contractor should submit the bar - chart showing planning of all the item of work for proper monitoring of the contract.

      

(c)        When work is tendered for by a firm or company of contractors, the tender shall be signed by the individual legally authorised representative to enter into commitments on their behalf supported by Power of Attorney & Partnership Deed in case of partnership firms.      

 

(d)        The Railways will not be bound by any power of attorney granted by the tenderer or by change in the composition of the firm made subsequent to the execution of the contract.  It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.  

 

 12.    Opening of Tenders

 

At  the advertised  time and place, tenders  received  for contract shall  be opened  by  a  Committee of  officials, and where practicable, the names of tenderers and the rates tendered by them  read out  in  the  presence of such of  the intending contractors or their agents as may attend.

 

13.       The Railway reserves the  right  of  not   to invite tenders for any work or works, or to invite open or limited tenders and when tenders  are called to accept a tender in whole or  in  part  or   reject  any  tender  or  all tenders without assigning  reasons for any such action.

 

 14.      Execution of Contract documents

 

The Tenderer whose tender is accepted shall be required to appear in person at the office of the General Manager/General Manager (Construction), Chief Administrative Officer (Construction), Divisional Railway Manager or concerned Engineer, as the case may be or if a firm or corporation, a duly authorised representative shall so appear and execute the contract documents within 7 days after notice that the contract has been awarded to him. Failure to do so shall constitute a breach of the agreement affected by the acceptance of the tender in which case the full value of the earnest money accompanying the tender shall stand forfeited without prejudice to any other rights or remedies.

In the event of any tenderer whose tender is accepted shall refuse to execute the contract document as here in before provided, the Railway may determine that such tenderer has abandoned the contract and there upon his tender and acceptance thereof shall be treated as cancelled and the Railway shall be entitled to forfeit the full amount of the Earnest Money and to recover the damages for such default.  

           

In case of non signing the contract agreement, the work will be done at the risk & cost in addition to the forfeiture of Earnest Money / Security Deposit.

 

Contractor should submit address proof with telephone / Mobile Number, specimen signature of the contractor duly notified by the Notary public on the Stamp paper of Rs. 100/- and two recent passport size photographs of proprietor / proprietors duly attested before signing the contract Agreement.

 

15.       Form of Contract Documents

 

            Every contract shall be completed in respect of the documents it shall constitute. Not less than 5 copies of the contract documents shall be signed by the competent authority and the contractor and one copy given to the contractor.

       

(a) For Zone contracts, awarded on the basis of the percentage above or below the Schedule of Rates (Central Railway/West Central Railway/Western Railway) for the whole or part of financial year, the contract agreement re­quired to be executed by the tenderer whose tender is accepted shall be as per specimen form, Annexure II. During the currency of the Zone contract, work orders as per specimen form Annexure III or IV, for works not exceeding Rs. 10, 000/- each, shall be issued by the Divisional Railway Manager/Executive Engineer under the agreement for Zone Contract.

(b) For contracts for specific works, valued at more than Rs. 10,000/- the contract   docu­ment required to be executed by the tenderer whose tender is accepted shall be either an Agree­ment as per specimen form Annexure IV, or a work order as per specimen form Annexure V as may be prescribed by the Railway.

 


ANNEXIRE I

West Central Railway

 

Tender form (First sheet)

 

Tender Notice No. CE/OT/8 OF 2004 DATED 11.06.2004       

 

Name of work: Construction of 12 Nos. of type III quarters in Millennium Railway Colony, Jabalpur and 18 Units of Type-I quarters in Bajrang Colony of West Central Railway at Jabalpur

 

 

The President of India,

Acting through the

General Manager,

West Central Railway,

Jabalpur

 

 

I/ We ………………………………………………………………………….............

have read the various conditions attached hereto and hereby agree to abide by the said conditions. I /We also agree to keep this offer open for acceptance for a period of …………………..days from the date fixed for opening of the same and in default thereof. I/We will be liable for forfeiture of my/our “Earnest Money” I/We offer to do the work for  West Central Railway, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within  ………………………………… months including / excluding monsoon from the date of issue of acceptance letter.

 

2.                     I / We also hereby agree to abide by the General and Special Conditions of Contract corrected upto date and to carryout the work according to the special conditions of contract & specifications of materials and works as laid down by the Railway in the special conditions, specifications and standard schedule of rates corrected up-to-date.       I / We have quoted my / our rates for various items in the tender schedule taking into account all the conditions of the tender and codes & manuals also and I / We have read all the general & special conditions and its corrections slips upto date including omission, deletion etc. and agree to abide by them. The contract shall stand cancelled without prejudice to any other rights or remedies if:-

 

3.                                    A sum of Rs. 20,000/- is herewith forwarded as Earnest money. The total value of the Earnest money shall stand forfeited without prejudice to any other right or remedies if:-

 

(a)               I / We do not execute the contract agreement within seven days after receipt of the notice issued by the Railway that such documents are ready,

 

or

 

(b) I / We do not commence the work within fifteen days after receipt of orders to that effect.

 

4.         Until a formal agreement is prepared and executed, acceptance of this bid shall constitute a binding contract between us subject to modifications as may be mutually agreed to between us as indicated in the letter of acceptance for this work.

 

5.         I hereby certify that no retired Engineer/Gazetted Officer of the Railways who has retired within 2 years of date of submission of tender and has not obtained permission of competent authority has been engaged by me/our firm.  I also certify that none of my relative is engaged in Engineering Department in West Central Railway.

 

Signature of witness

1.         _________________________________

 

2.         _________________________________

 

 

Signature of Tenders

Date _____________

 

Tenders address

 

________________________________________

________________________________________

________________________________________

 


ANNEXURE I

TENDER FORM (SECOND SHEET)

1. Instructions to tenderers and conditions of tender :- The following documents form part of Tender/Contract:-

(a) Tender forms-First Sheet and Second Sheet.

(b) Special Conditions/Specifications

(c) Schedule of approximate quantities

(d) General Conditions of Contract and Standard Specifications for materials and works as laid. down in Works Hand Book and Sanitary Works Hand Book of the  Railways, as amended/corrected upto correction slips, copies of which can be seen in the concerned office or obtained on payment.

e)  Schedule of Rates.- as amended/corrected upto correction slip, copies of which be seen in the concerned office or obtained on payment.

(f)  All general and detailed drawings pertaining to this work which will be issued by the Engineer or his representatives (from time to time) with all changes and modifications.

2. Drawings for the work :- The Drawings for the work can be seen in the concerned office at any time during the office hours. The drawings are only for the guidance of Tenderer (s). Detailed working drawings, (if required) based generally on the drawing mentioned above, will be given by the Engineer or his representative from time to time.

3. The Tenderer (s) shall quote his/their rates as a percentage above or below the schedule of Rates of the Central Railway/West Central Railway/Western Railway as applicable except where he/they are required to quote item rates and must tender for all the items shown in the schedule of approximate quantities attached. The quantities shown in the attached schedule are given as a guide and are approximate only and are subject to variation according to the needs of the Railway. The Railway does not guarantee work under each item of the schedule.

4 Tenders containing erasures and/or alterations of the tender documents are liable to be rejected. Any correction made by Tenderer (s) on his/their entries must be attested by him/them

5. The works are required to be completed within a period of 10 (Ten) months including / excluding monsoon period from the date of issue of acceptance letter.

6. Earnest Money :- (a) The tender must be accompanied by a sum of Rs. 50,000/- as earnest money deposited in cash or in any of the forms as mentioned in Regulations for tenders and Contracts for the guidance of the Engineers and Contractors, failing which the tender will not be considered.

b. The Tenderer(s) shall keep the offer open for a minimum period of 120 days from the date of opening of the Tender. It is understood that the tender documents has been sold / issued to the Tenderer(s) and the Tenderer(s), is/are permitted to tender in consideration of the stipulation on his/their part that after submitting his/their tender subject to the period being extended further if required by mutual agreement from time to time, he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to the Railway.

If the tenderer fail to observe or comply with the foregoing stipulation, the amount deposited as Earnest Money for the due performance of the above stipulation shall be forfeited to the Railway.

c. If the tender is accepted, the amount of Earnest Money will be retained and adjust as security Deposit for the due and faithful fulfillment of the contract. This amount of Security Deposit shall be forfeited if the tenderer(s)/contractor(s) fail to execute the Agreement Bond within 7 days after receipt of notice issued by Railway that such documents are ready or to commence the work within 15 days after receipt of the orders to that effect.

d. The Earnest Money of the unsuccessful tenderer(s) will, save as here-in-before provided, be returned to the unsuccessful tenderers(s) within a reasonable time but the Railway shall not be responsible for any loss or depreciation that may happen to the Security for the due performance of the stipulation to keep the offer open for the period specified in the tender documents or to the Earnest Money while in their possession nor be liable to pay interest thereon.

7. Rights of the Railway to deal with tender :- The authority for the acceptance of the tender will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest tender or any other tender and no tenderer(s) shall demand any explanation for the cause of rejection of his/their tender nor the Railway undertake to assign reasons for declining to con­sider or reject any particular tender or tenders.

8. If the tenderer(s) deliberately gives/give wrong information in his/their tender or creates/ create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.'

9. If the tenderer(s) expires after the submission of his/their tender or after the acceptance of his their tender, the Railway shall deem such tender cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled, unless the firm retains its character.

10. Tenderer's Credentials :- Documents testifying tenderers previous experience and financial status should be produced alongwith the tender or when desired by competent authority of the Railway.

Tenderer(s) who has/have hot carried out any work so far on this Railway and who is/are not borne on the approved list of the Contractors of Railway should submit alongwith his/their tender credentials to establish.

(i)         His capacity to carry out the works satisfactorily.

(ii)        His financial status supported by Bank reference and other documents.

(iii)       Certificates duly attested and testimonials regarding contracting experience for the type of job for which tender is invited with list of works carried out in the past

11. Tender must be enclosed in a sealed cover, superscribed "Tender  No.” and must be sent by registered post to the address  of concerned office of the Railway so as to reach the office not later than the date & time mentioned in the Tender Notice or deposited in the special box allotted for the purpose in the concerned office of  the West central Railway. This Special  box will be sealed at the date and time mentioned in tender Notice. The tender will be opened at the date and time mentioned in tender Notice. The tender papers will not be sold after the date and time mentioned in tender Notice. If the date of opening happens to be a holiday or a bundh the tender shall be opened on the next working day.

12. Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.

13. Execution of Contract Documents: - The successful tenderer(s) shall be required to execute an agreement With the President of India acting through West Central Railway for carrying out the work according to General conditions of Contract, Special conditions/specifi­cations annexed to the tender and specifications for work and materials as laid down in Works Hand Book Part III and Sanitary Works Hand Book of Railways as amended/corrected upto correction slip.

 

14. Partnership deeds, Power of Attorney etc:- The tenderer shall clearly specify whether the tender is submitted on his own or on behalf of a partnership concern. If the tender is submitted on behalf of a partnership concern, he should submit ^certified copy of partnership deed alongwith the tender and authorisation to sign the tender documents on behalf of partnership firm. If these documents are not enclosed alongwith tender documents, the tender will be treated as having been submitted by individual signing the tender documents. The Railway will not be bound by any power of attorney granted by the tenderer or b^ conges in the composition of the firm made subsequent to the execution of the contract. It may however recognise such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the contractor.

 

15. The tenderer whether sole proprietor, a limited company or a partnership firm if they want to act through agent or individual partner(s) should submit alongwith the tenderer at a later stage, a power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person specifically authorising him/them to submit the tender, sign the agreement, receive money, witness measurements, sign measurement books, compromise, settle, relinquish any claim(s) preferred by the firm and sign "No Claim Certificate" and refer all or any disputes to arbitration.

 

16. Employment/Partnership, etc., of Retired Railway Employees :- (a) should a tenderer be a retired engineer of the Gazetted rank or any other Gazetted officer Working before his retirement, whether in the executive or administrative capacity, or whether holding a pensionable post or not, in the department of any of the railways owned and administered by the President of India for the time  being or should a tenderer being partnership firm have as one of its partners a retired engineer or retire|| Gazetted Officer as aforesaid, or should a tenderer being an incorporated company have any such retired engineer or retired officer as one of its Directors, or should a tenderer have in his employment any retired Engineer or retired Gazetted Officer as aforesaid, the full information as to the date of retirement of such Engineer or Gazetted Officer from the said service and in case where such Engineer or Officer had not retired from Government service at least 2 years prior to the date of submission of the tender as to whether permission for taking such contract, or if the contractor be a partnership firm or an incorporated company, to become a partner or Director as the case may be, or to take the employment under the contractor, has been obtained by the tenderer or the Engineer or Officer, as the case may be from the President of India or any officer, duly authorised by him in this behalf, shall be clearly stated in writing at the time of submitting the tender. Tenders without the information above referred to or a statement to the effect that no such retired Engineer or retired Gazetted Officer is so associated with the tenderer, as the case may be, shall be rejected.

 

(b) Should a tenderer or contractor being an individual on the list of approved Contractors, have a relative(s) or in the case of partnership firm or company of contractors one or more of his shareholder(s) or a relative(s) of the shareholders) employed in gazetted capacity in the department of the West Central Railway, the authority inviting tenders shall be informed of the fact at the time of submission of tender, failing which the tender may be disqualified/rejected or if such fact subsequently comes to light, the contract may be rescinded in accordance with the provision in clause 62 of the General Conditions of Contract.


ANNEXURE I (Contd.)

TENDER FORM (THIRD SHEET)

Name of work  Construction of 12 Nos. of type III quarters in Millennium    Railway Colony, Jabalpur and 18 Units of Type-I quarters in Bajrang Colony of West Central Railway at Jabalpur

 

SCHEDULE OF RATES AND QUANTITIES

Sr. No.  

Item No.    

Description of    item of work     

Approximate  Quantity 

   Unit    

Rates in figures    and in words

Amount

Rs      P.       

Rs.     P.

1

2

3

4

5

6

7

 

 

 

 

 

 

 

 

 

 

 AS PER SCHEDULE ATTACHED

 

 

 

The quantities shown in above .schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/ decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.

I/We undertake to do the work at.....................................% above/below the schedule of Rates of the Central Railway/West Central Railway/Western Railway as applicable or at the rates quoted above for each item.

Dated.............................

.................................................

 

Signature of the Tenderer(s)

Note – 1. Column 1 to 5 shall be filled by the office of the Authority inviting tender. Column 6 & 7 shall be filled by the Tenderer(s) only when percentage tenders are not invited. If the tenderer failed to quote the rate of any item of the schedule as mentioned his/their tender will summarily rejected treating the same as incomplete tender.

2. Please attach the schedule and special conditions after this statement.

(a) Schedule containing pages from ……….. to ………

(b) Specification and special conditions from pages 1  to 20

3. The conditional tender will not be accepted. If the tenderer desired to quote their conditions, it should be quoted on the page of “Special conditions to be quoted by the tenderer” after Scope of work. The special condition by the tenderer on other than this page will not be entertained.

 


 

                                       Engineering Branch

                                                          Jabalpur

MS items (Part-A)

 

Name of work:-. Construction of 12 units type III quarters       in Millennium Colony near Railway Station at Jabalpur

 

S.No.

Item No.

Description of item

Unit value

Unit

Rate

Rate in Words

Quantity

Amount

1

01302

Excavation to Railway's specification in ordinary soil, black cotton, red soil, sandy loam, clay or soft murum.

10.00

Cum

220.90

Rs. Two hundred twenty and paise ninety only

800

17672.00

2

04201/d

Brick masonry IInd sort in foundations and plinth
(d) In cement mortar 1:6 ( 1 cement ,6sand)

1.00

cum

542.40

Rs. Five hundred forty two and paise forty only

66

35798.40

3

05205/b

Plastering over all types of surfaces like  concrete, masonry,etc., 15mm.thick.
(b) In cement mortal 1:4 (1 cement, 4 sand)

1.00

sqm

18.40

Rs. Eighteen and paise forty only

5082

93508.80

4

04202/b

Brick masonry IInd sort in superstructure:
(b) In cement mortar 1:6.

1.00

cum

577.70

Rs. Five hundred seventy seven and paise seventy only

340

196418.00

5

02310/a

Reinforced cement concrete 1:1.5:3 with 20mm graded stone aggregate with Railway's steel for reinforcement
(a) In foundations including shuttering etc.

1.00

cum

1080.20

Rs. One thousand eighty and paise twenty only

109

117741.80

6

02310/b

Reinforced cement concrete 1:1.5:3 with 20mm graded stone aggregate with Railway's steel for reinforcement
(b) In columns, lintels, beams,etc. using plywood/steel shuttering and staging.

1.00

cum

1457.20

Rs. One thousand four hundred fifty seven and paise twenty only

118

171949.60

7

02310/c

Reinforced cement concrete 1:1.5:3 with 20mm graded stone aggregate with Railway's steel for reinforcement
(c) In walls, floors, slabs, chajjas,etc. using plywood/ steel shuttering and staging.

1.00

cum

1551.60

Rs. One thousand five hundred fifty one and paise sixty only

160

248256.00

8

02201/a

Cement concrete 1:4:8 in foundation with
(a) 50mm graded stone aggregate.

1.00

cum

452.00

Rs. Four hundred fifty two only

39

17628.00

9

02304

Precast reinforcement cement concrete 1:2:4 with 20mm stone aggregate for slabs, shelves, etc. upto 150mm thickness with Contractor's forms and Railway's steel in reinforcement including fixing with cement mortar 1:2.

1.00

cum

1333.80

Rs. One thousand three hundred thirty three and paise eighty only

3.3

4401.54

10

08401/b

Providing, making and fixing doors, windows and ventilator frames, including fixing in masonry.
(b) Using other than country teak wood of approved species.

1.00

cum

7456.60

Rs. Seven thousand four hundred fifty six and paise sixty only

0.8

5965.28

11

02305

Precast R.C.C. 1:2:4 with 15mm graded stone aggregate in jali work, 40mm thick with Rly's reinforcement (6mm) at the rate of 2.5kg /m2 including fixing complete (No deduction to be made for openings in jali)

1.00

sqm

57.30

Rs. Fifty seven and paise thirty only

14.5

830.85

12

02311

Extra for reinforced cement concrete works for adding water proofing compound @ minimum 2.5 percent of weight of cement ( Water proofing compound approved by the Engineer)

1.00

cum

103.00

Rs. One hundred three only

49

5047.00

13

09205

Oiling wood work with linseed oil and small quantity of pitch boiled together or applying wood preservative of approved quality, in two coats.

10.00

sqm

63.90

Rs. Sixty three and paise ninety only

135

862.65

14

05302

Cement plaster with (1:1) mortar 25mm. thick with approved standard and quality of water proofing compound.

1.00

sqm

44.10

Rs. Fourty four and paise ten only

58

2557.80

15

02211/a

Extra for item Nos 02210 (a) and 02210 (b) for fixing
(a) in c.m. 1:3 including all lead and lift.

1.00

cum

148.70

Rs. One hundred forty eight and paise seventy only

0

0.00

16

01406

Filling contractors murum without stacking directly in plinths and floors, etc. complete including watering and ramming.

 

 

10.00

cum

350.50

Rs. Three hundred fifty and paise fifty only

178

6238.90

17

05210

Extra for neeru finish over all types of plastered surfaces (thickness 1.5mm to 2mm)

1.00

sqm

4.00

Rs. Four only

146

584.00

18

07303/a

1:3:6 cement concrete in floors 80mm thick with:
(a) 40mm graded stone aggregate.

 

1.00

sqm

42.10

Rs. Forty two and paise ten only

400

16840.00

19

07401

Providing, laying and polishing plain grey cement tiles (neutral colour) 250x250x20mm (nominal) size of approved quality and make in floors and dado, with border in approved colour and pattern with requisite neat cement over bedding and joints etc., including any special cornices. corners or angle tiles etc. complete, laid over cement mortar 1:3 bedding 20mm thick (average ) on previously prepared surface.

 

1.00

sqm

130.60

Rs. One hundred thirty and paise sixty only

690

90114.00

20

07406

Extra for item 07401, 07402,07403, 07404 and 07405 for using tiles of approved colour and matching colour cement as necessary.

1.00

sqm

34.70

Rs. Thirty four and paise seventy only

35

1214.50

21

08914/a2

Providing and fixing door knobs.
(A2) aluminium 4 cm dia.

1.00

each

8.20

Rs. Eight and paise twenty only

23

188.60

22

08908/A1

Providing and fixing hasps and staples (safety type)IS 363.
A1.  anodised aluminium size 90mm (2.00mm thickness)              

1.00

each

12.80

Rs. Twelve and paise eighty only

67

857.60

23

09104/B

Painting wood work with ready mixed paint of approved standard quality and shade.
(b) two coat.

10.00

sqm

61.50

Rs. Sixty one and paise fifty only

191

1174.65

24

09103

Applying priming coat of paint of approved quality to new wood work.

10.00

sqm

32.90

Rs. Thirty two and paise ninety only

191

628.39

25

08901/A3

Providing and fixing butt hinges, I.S.1341 (for steel) and I.S.205 (for non ferrous metal)
A-3. Anodised aluminium, size 100mm, thickness 3.20mm. 

1.00

each

12.90

Rs. Twelve and paise ninety only

268

3457.20

26

07602

80mm thick oversized stone ballast 75mm to 100mm gauge soling, hand packed.

 

1.00

sqm

12.10

Rs. Twelve and paise ten only

267

3230.70

27

08810/A

Providing, cutting and fixing sheet glass panes with putty of I.S 419/420 and spring/glazing clips including cleaning the rebate and oiling with raw linseed oil.
(a) Sheet glass 3.00mm thick.

 

1.00

sqm

129.10

Rs. One hundred twenty nine and paise ten only

86

11102.60

28

08403

Providing, fabricating and fixing M.S Flats and bars including screws/bolts and fixing in windows and ventilators etc. complete in all respects.

 

1.00

Kg.

13.80

Rs. Thirteen and paise eighty only

1070

14766.00

29

12210

Providing, making and fixing pressed steel door frames of size (105 x 60mm) and specified cross sectional shape conforming to ID-4531-1976 made out of M.S.Sheet 1.25 mm thick conforming to IS 513-1973 or 1079-1973 alongwith three steel butt hinges (100 mm x 3.55 mm thick) duly welded with two bottom, ties made out of M.S.Angles 25 x 25 x 4 mm to suit floor thickness and six number of hold fast made out of M.S.Flat 25 x 6 mm, 250mm long with 25mm split ends including painting with one coat of red oxide primer or any other approved primer.

1.00

m

85.00

Rs. Eighty five only

474

40290.00

30

12211

Supplying and fixing pressed steel shutter consisting of 0.8 mm thick M.S.Plate, having 100 x 40 mm tubular section as vertical styles, top and bottom rails and 150 x 40 mm tubular lock rail with panels of M.S.Plate 0.8 mm thick duly welded and finished smooth with one coat of red oxide or any other primer including 2 Nos. steel handles 100 mm, one number steel tower bolt 150 mm and one number steel sliding door bolt (Aldrop) 250mm complete in all respect.

1.00

sqm

736.60

Rs. Seven hundred thirty six and paise sixty only

135

99441.00

31

08907/A1

Providing and fixing tower bolts IS 204.
A1. Andonised aluminium size 100mm long and 10mm dia bolt.

1.00

each

11.50

Rs. Eleven and paise fifty only

23

264.50

32

08913/A1

Providing and fixing door handle IS 208.
(A1) Anodized aluminium size 100mm (inside clear grip)  of 10mm hexagonal of round bar.

1.00

each

9.20

Rs. Nine and paise twenty only

90

828.00

33

08917/A1

Providing and fixing hollow aluminium tube for hangers of cup board.
(A1) of 10mm outer dia.

1.00

m

17.10

Rs. Seventeen and paise ten only

10.5

179.55

34

17302/B

Supplying and fixing A.C.building pipes socket spigot for Soil waste and ventilating purposes, including specials such as bends, sanitary bends, junction bends, sockets , shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws and bitumastic jointing material etc. including proper embedding and fixing in walls and columns, jointing with sanitary fitments etc complete conforming to I.S. 1626.
(b) 60mm bore and 6.5 mm thickness

1.00

m

42.00

Rs. Forty two only

5

210.00

35

17302/C

Supplying and fixing A.C.building pipes socket spigot for Soil waste and ventilating purposes, including specials such as bends, sanitary bends, junction bends, sockets , shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws and bitumastic jointing material etc. including proper embedding and fixing in walls and columns, jointing with sanitary fitments etc complete conforming to I.S. 1626.
(c) 80mm bore and 8.0 mm thickness

 

1.00

m

46.30

Rs. Forty six and paise thirty only

76.5

3541.95

36

17302/D

Supplying and fixing A.C.building pipes socket spigot for Soil waste and ventilating purposes, including specials such as bends, sanitary bends, junction bends, sockets , shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws and bitumastic jointing material etc. including proper embedding and fixing in walls and columns, jointing with sanitary fitments etc complete conforming to I.S. 1626.
(d) 90mm bore and 8.0 mm thickness

 

1.00

m

51.80

Rs. Fifty one and paise eighty only

58

3004.40

37

16102/A

Supplying and fixing white glazed earthen-ware squatting pan with `P' or`S' trap with minimum 15cm thick C.C.1:3:6 bedding below and around the pan including making holes in the masonry and connecting further etc. Complete in all respects conforming to IS 771.
(a)  Long pan pattern of size 580 mm with foot rest.

 

1.00

Each

469.50

Rs. Four hundred sixty nine and paise fifty only

12

5634.00

38

13101/A1

Supplying, laying and jointing mild steel galvanized pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.1   15 mm bore(2.00 mm thick, 0.961 kg/metre length weight minimum)

1.00

m

26.70

Rs. Twenty six and paise seventy only

92

2456.40

39

13101/A2

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.2  20 mm bore(2.35 mm thick, 1.42  kg/metre length weight minimum)

1.00

m

34.00

Rs. Thirty four only

17

578.00

40

13101/A3

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.3   25 mm bore(2.65 mm thick, 2.03  kg/metre length weight minimum)

1.00

m

44.60

Rs. Fourty four and paise sixty only

210

9366.00

41

13101/A5

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.5  40 mm bore(2.90 mm thick, 3.29 kg/metre length weight minimum)

1.00

m

63.10

Rs. Sixty three and paise ten only

116

7319.60

42

13501/A

Supplying and fixing sand-cast brass screw-down bib taps, tested to withstand a pressure of 20kg/cm2, complete in all respect conforming to IS 781.
(a) 15 mm bore (of 0.40kg. weight minimum)

1.00

Each

44.80

Rs. Fourty four and paise eighty only

45

2016.00

43

08508

Providing and fixing paneled shutter 20 mm finished thickness without fitting , using country teak wood (for built in cup boards)

1.00

sqm

454.70

Rs. Four hundred fifty four and paise seventy only

47.5

21598.25

44

12203/B

Supplying and fixing top/central/side hung type glazed steel windows and ventilators fabricated from appropriate T,Z and other section generally conforming  to IS 1038, including lugs/fixing clips, hinges, push fit weather bar, aluminium spring catch, aluminium peg stay of 300 mm size, including one coat of red or zinc chromate paint. Steel to conform to IS 1977 and Fabrication as per IS 1038.
(b) Without fixed type glazed portion, with horizontal glazing bars.

1.00

sqm

556.40

Rs. Five hundred fifty six and paise forty only

119

66211.60

45

08308/E

Wood work dressed and fixed in other than roofs, planking with specified method of jointing.
(e) Using timber (other than teak wood) of approved species for permanent work, planking upto 24cm width and 15mm thickness.

1.00

sqm

102.50

Rs. One hundred two and paise fifty only

3

307.50

46

17201/B

Supplying, laying and cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1 including excavation filling in & consolidating upto a depth of 0.90m Conforming to IS 651
(b)150mm bore 16mm thickness, (Quantity for each joint cement =1.50kg spun yard =0.35kg)

1.00

m

89.40

Rs. Eighty nine and paise forty only

86

7688.40

47

17301/A

Supplying and fixing A.C. building pipes, socket spigot for rain water purpose including specials such as bends, sanitary bends, swan neck junctions, head, sockets, spouts, shoes, reducing pieces with clamps, wooden blocks, screws, and bitumastic jointing materials etc. complete including proper embedding and fixing in walls and columns, etc. Conforming to I.S.1626.
(a) 100mm bore and 8.00 mm thickness.

1.00

m

44.60

Rs. Fourty four and paise sixty only

125

5575.00

48

16202

Supplying, fixing and connecting to existing water main low level, 10.5 litres capacity white glazed earthen ware flushing cistern conforming to IS 774 fixed on CI brackets (Painted with enamel paint), 15mm bore ball valve of weight 0.524 kg (I.S.1703)15mm bore mosquito proof over flow pipe 100mm in length 15mm bore brass stop tap of weight 0.40kg (I.S.781)etc. complete in all respects including jointing to existing sanitary fitment.

1.00

Each

811.10

Rs. Eight hundred eleven and paise ten only

12

9733.20

49

10304/B

Applying oil bound washable distemper of approved standard, quality and shade:
(b) Two coats

10.00

sqm

65.90

Rs. Sixty five and paise ninety only

1938

12771.42

50

08307/B

Wood work dressed and fixed in other than roofs, scantlings.
(b) Using timber (other than teak wood) of approved species for permanent work.

1.00

cum

5063.20

Rs. Five thousand sixty three and paise twenty only

1

5063.20

51

07403

Providing, laying and polishing plain chequered tiles in neutral grey colour 250x250x20mm (nominal) or any other size of approved quality and make floors and steps etc., with requisite neat cement over bedding and joints etc., including any special cornices. corners or angle tiles etc. complete, laid over cement mortar 1:3 bedding 20mm thick (average ) on previously prepared
surface.

1.00

sqm

149.10

Rs. One hundred forty nine and paise ten only

88

13120.80

52

01505

Extra for each additional 2.00m height of bank or depth of founds. 

10.00

cum

9.90

Rs. Nine and paise ninety only

47

46.53

53

10201/B

Applying colour wash with lime and any approved colour on old/new surfaces.
(b) Two coats.

10.00

sqm

16.70

Rs. Sixteen and paise seventy only

1885

3147.95

54

17405/E

Supplying and fixing cast iron floor trap with hinged, grating on 10mm thick 1:3:6 C.C. bedding, including embedding the trap in cement concrete. Conforming to I.S. 3989.
(e) floor trap with 165mm dia opening at floor level and 75 mm dia. at outlet (weight 6.50kgs.)

1.00

Each

102.50

Rs. One hundred two and paise fifty only

34

3485.00

55

17401/B

Brick masonry man hole upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6 bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm. height only, making benching in C.C. 1:2:4 including fixing half round glazed S.W.Pipe and RCC man hole cover complete in all respect to Drg. No.GM(W)BB/3202/1
(b)  Beyond 50 cm.upto 80 cm. depth.

1.00

Each

912.40

Rs. Nine hundred twelve and paise forty only

5

4562.00

56

08509

Providing making and fixing glazed/wire gauged shutters 20 mm finished thickness without fittings, using country teak wood (for built-in-cup-board)

1.00

sqm

276.40

Rs. Two hundred seventy six and paise forty only

7.5

2073.00

57

12205/A

Supplying and fixing fitting for steel doors, windows and ventilators, of oxidised iron with screws, nuts and bolts including requisite welding wherever required.
(a) Door handle 100mm clear grip.

1.00

each

11.70

Rs. Eleven and paise seventy only

12

140.40

58

12205/E

Supplying and fixing fitting for steel doors, windows and ventilators, of oxidised iron with screws, nuts and bolts including requisite welding wherever required.
(e) Vertical bolt ( tower bolt ) 200mm size.

1.00

each

11.30

Rs. Eleven and paise thirty only

24

271.20

59

09307

Painting with ready mixed paint of approved standard, quantity and shade steel work .

10.00

sqm

26.30

Rs. Twenty six and paise thirty only

597

1570.11

60

16102/B

Supplying and fixing white glazed earthen-ware squatting pan with `P' or`S' trap with minimum 15cm thick C.C.1:3:6 bedding below and around the pan including making holes in the masonry and connecting further etc. Complete in all respects conforming to IS 771.
(b)  Orissa pattern of size 580 mm x 440 mm.

1.00

Each

584.40

Rs. Five hundred eighty four and paise forty only

12

7012.80

61

16108/A

Supplying, fixing and connecting 15mm bore pillar tap.
(a)  Chromium plated conforming to IS 1795.

1.00

Each

109.90

Rs. One hundred nine and paise ninety only

12

1318.80

62

16110

Supplying and fixing cast iron brackets for wash basins and sinks, etc. including making holes fixing in wall complete and finishing the surface to its original condition.

1.00

Pair

50.10

Rs. Fifty and paise ten only

12

601.20

63

16112/A

Supplying, fixing and connecting, white glazed earthen-ware sink for kitchen/ laboratory conforming to IS 771 with 50 mm bore chromium plated non-ferrous waste pipe and fitting (IS 2963), waste plug, chaain and stay (IS 3311) and cast iron brackets (IS 775) including fixing completed in all respects.
(a) Kitchen sink size 600x450x200

1.00

each

826.40

Rs. Eight hundred twenty six and paise forty only

12

9916.80

64

13101/A4

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.4  32 mm bore(2.65 mm thick, 2.61 kg/metre length weight minimum)

1.00

m

54.30

Rs. Fifty four and paise thirty only

31.8

1726.74

65

13502/A

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.
(a) 15 mm bore (of 0.40 kg. weight minimum.

1.00

Each

49.80

Rs. Forty nine and paise eighty only

23

1145.40

66

17202/E

Supplying, laying and cement jointing in C.M. 1:2 R.C.C. light duty, non-pressure pipe (class NP2), including collars all type of jointing material, including excavation filling and consolidating upto a depth of 2.00 metres pipes. Conforming to I.S.458
(e) 350mm bore 32mm thickness.

1.00

m

299.70

Rs. Two hundred ninety seven and paise seventy only

9

2697.30

67

17401/A

Brick masonry man hole upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6 bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm. height only, making benching in C.C. 1:2:4 including fixing half round glazed S.W.Pipe and RCC man hole cover complete in all respect to Drg. No.GM(W)BB/3202/1(a)  Upto 50 cm. depth.

1.00

Each

696.00

Rs. Six hundred ninety six only

3

2088.00

68

17402/A

Brick masonry man hole above 80cm.to 2.1m depth, including excavation in all types of soil, 23cm.  1:3:6 bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm. height only, making benching in C.C. 1:2:4, fixing half round glazed S.W.Pipe, fixing 400 x 150mm. size C.I foot rest and RCC man hole cover complete in all respect to Drg. No.GM(W)BB/3202/1
(a)  Beyond 80cm upto 1.10m depth.

1.00

Each

1638.30

Rs. One thousand six hundred thirty eight and paise thirty only

3

4914.90

69

17402/B

Brick masonry man hole above 80cm.to 2.1m depth, including excavation in all types of soil, 23cm.  1:3:6 bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm. height only, making benching in C.C. 1:2:4, fixing half round glazed S.W.Pipe, fixing 400 x 150mm. size C.I foot rest and RCC man hole cover complete in all respect to Drg. No.GM(W)BB/3202/1
(b)  Beyond 1.10m upto 1.40m depth.

1.00

Each

2009.60

Rs. Two thousand nine and paise sixty only

1

2009.60

70

11103

Soiling of 150mm depth of hand packed stones including rolling with Contractor's road roller and keeping to template including filling of spalls.

10.00

sqm

275.30

Rs. Two hundred seventy five and paise thirty only

275

7570.75

71

11201

Spreading new metal 50mm size keeping to template, watering and consolidating 100mm to 150mm (125mm average) thickness of metalled surface, with contractor's road roller.

10.00

sqm

245.30

Rs. Two hundred forty five and paise thirty only

275

6745.75

72

11204

Spreading, watering, blinding & consolidating moorum with contractor's road roller and material to 10mm thickness of finished surface, including keeping the road surface wet for 7 days.

10.00

sqm

47.60

Rs. Forty seven and paise sixty only

275

1309.00

73

11302

Providing premixed asphalt macadam 25mm thick, in tack coat, base course and seal coat, on prepared road surface with contractor's road roller. Qty. for 10m2 :
                          Bitumen         10mm         Sand
                           80/100            chips
Tack coat           7.5 kgs.           Nil             Nil
Base course      12.3 kgs.       0.23m3          Nil
20mm
Seal coat 5mm    7.7 kgs            Nil          0.06m3
Total....             27.5 kgs       0.23m3       0.06m3

10.00

sqm

288.90

Rs. Two hundred eighty eight and paise ninety only

275

7944.75

74

01307

Extra for wet foundation i.e. when seepage exceeds 20cms but including bailing out of water  manually or by mechanical means.

10.00

Cum

99.10

Rs. Ninety nine and paise ten only

36

356.76

75

05301

Damp proofing walls with cement mortor (1:2) 50mm. thick with approved standard & quality of water proofing compond.

1.00

sqm

55.50

Rs. Fifty five and paise fifty only

55

3052.50

76

05204/B

Plastering over all types of surfaces like concrete, masonry,etc., 10mm thick
(b) In cement mortal 1:4 (1 cement, 4 sand)

1.00

sqm

13.10

Rs. Thirteen and paise ten only

1280

16768.00

77

06210

Water proofing flat roof, with 40mm. thick Indian patent stone (1 cement, 1 sand, 2 coarse stone aggregate 6mm. to 10mm. size) and providing correct slope including filling joints with jointing material.

 

1.00

sqm

51.30

Rs. Fifty one and paise thirty only

327

16775.10

78

10103/A

Applying white wash on all surfaces.
(a) One coat

 

10.00

sqm

5.50

Rs. Five and paise fifty only

1885

1036.75

79

10103/C

Applying white wash on all surfaces.
(c) Three coats

 

10.00

sqm

14.00

Rs. Fourteen only

2075

2905.00

80

10303

Applying approved primer coat before distempering/snowcem.

10.00

sqm

19.60

Rs. Nineteen and paise sixty only

1940

3802.40

81

08811/B

Providing, cutting and fixing frosted glass panes with putty of I.S 419/420 and spring/glazing clips including cleaning the rebate and oiling with raw linseed oil.
(b) Frosted glass 4.00mm thick.

 

1.00

sqm

166.60

Rs. One hundred sixty six and paise sixty only

7.5

1249.50

82

08715

Providing and fixing grills and tree guards of approved design land k pattern made out of MS flats and or bars etc. including k rivetting and welding complete in all respects including one coat of red lead or zinc chromate paint

 

1.00

Tonne

11619.50

 

Rs. Eleven thousand six hundred nineteen and paise fifty only

0.15

1742.93

83

07405

White glazed tiles of approved make and 1st grae quality of specified size a(5 to 6mm thick) in floors and dado, with border in any desired pattern and colour with requisite white cement in joint and neat cement for bedding laid over cement mortar 1:3 bedding 20mm thick average including any special cornices, corners angle tiles, etc., complete.

1.00

sqm

281.30

Rs. Two hundred eighty one and paise thirty only

185

52040.50

84

16107/C

Supplying, fixing and connecting white glazed earthen-ware wash basin of approved shape and moulding pattern like oval, rectangular corner, round, etc. conforming to IS 771, 32mm bore non-ferrous, chromium plated waste fittings (IS 2963), waste plug, chain and stay (IS :3311) including fixing complete in all respect (waste pipe, pillar tap, CI brackets and stop tap to be paid separately)
(c) of size 450 x 300 mm.

1.00

Each

252.90

Rs. Two hundred fifty two and paise ninety only

12

3034.80

85

13606

Supplying, hoisting and fixing in position one piece moulded single wall construction, high/low density polyethylene water tanks on existing base including all lead and lift.  The tank should have CI mosquito proof cover of approved type & design locking arrangement, outlet/inlet arrangement as required.

1.00

Litre

4.10

Rs. Four and paise ten only

7650

31365.00

86

13509/C

Supplying and fixing brass or gun metal ball valves (horizontal plunger type) including PVC floats high pressure (HP) complete in all respect tested to withstand a pressure of 20 kgs/cm2 conforming to IS 1703.(c) 25 mm bore.

1.00

Each

98.30

Rs. Ninety eight and paise thirty only

14

1376.20

87

13509/E

Supplying and fixing brass or gun metal ball valves (horizontal plunger type) including PVC floats high pressure (HP) complete in all respect tested to withstand a pressure of 20 kgs/cm2 conforming to IS 1703.(e) 40 mm bore.

1.00

Each

244.20

Rs. Two hundred forty four and paise twenty only

2

488.40

88

13101/A6

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.6   50 mm bore(2.90 mm thick, 4.18 kg/metre length weight minimum)

 

1.00

m

75.50

Rs. Seventy five and paise fifty only

40

3020.00

89

13101/A7

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.7   80 mm bore(3.25 mm thick, 6.98 kg/metre length weight minimum)

1.00

m

125.70

Rs. One hundred twenty five and paise seventy only

83

10433.10

90

13101/A8

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.8  100 mm bore(3.65 mm thick,10.20 kg/metre length weight minimum)

1.00

m

180.20

Rs. One hundred eighty and paise twenty only

43

7748.60

91

13502/C

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.(c) 25 mm bore (of 1.30 kg. weight minimum.

 

1.00

Each

110.20

Rs. One hundred ten and paise twenty only

23

2534.60

92

13502/E

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.(e) 40 mm bore (of 2.25 kg. weight minimum.

1.00

Each

235.00

Rs. Two hundred thirty five only

9

2115.00

93

13502/F

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.(f) 50 mm bore (of 3.85 kg. weight minimum.

1.00

Each

346.30

Rs. Three hundred forty six and paise thirty only

5

1731.50

94

13505/A

Supplying and laying in position cast iron sluice valve both ends flanged, class I, with rings, spindle and nuts of ferrous metals with cap including jointing, complete in all respect, tested to withstand a pressure of 20kg./cm2 (conforming to IS 780E).(a) 80 mm bore (of weight 31 kgs. minimum)

1.00

Each

635.80

Rs. Six hundred thirty five and paise eighty only

1

635.80

95

13505/B

Supplying and laying in position cast iron sluice valve both ends flanged, class I, with rings, spindle and nuts of ferrous metals with cap including jointing, complete in all respect, tested to withstand a pressure of 20kg./cm2 (conforming to IS 780E).(b) 100 mm bore (of weight 43 kgs. minimum)

 

1.00

Each

871.20

Rs. Eight hundred seventy one and paise twenty only

2

1742.40

96

16206/E

Supplying and fixing flushing pipe including removing the old flushing pipe (if any). Complete in all respect including conecting with flushing cistern and sanitary fitment.
(e)PVC 32mm bore 1,4mm thick

1.00

Each

32.20

Rs. Thirty two and paise twenty only

10

322.00

97

17304/B

Supplying and fixing cast iron pipes, socket spigot for soil, waste and ventilating purpose including specials such as bends, offsets, branches, traps, tapers access doors, inspection piece, collars, wire balloons and different sanita5ry connection with cast iron holder bats, bolts, nails, wooden blocks, jointing material etc. including bitumastic jointing proper embedding and fixing in walls and columns etc. complete conforming to I.S. 1729 ir US 3989.
(b)75mm bore, 5mm thickness and 9.18 kg/metre weight approx.

 

1.00

m

99.80

Rs. Ninety nine and paise eighty only

17

1696.60

98

17304/D

Supplying and fixing cast iron pipes, socket spigot for soil, waste and ventilating purpose including specials such as bends, offsets, branches, traps, tapers access doors, inspection piece, collars, wire balloons and different sanita5ry connection with cast iron holder bats, bolts, nails, wooden blocks, jointing material etc. including bitumastic jointing proper embedding and fixing in walls and columns etc. complete conforming to I.S. 1729 ir US 3989.
d)150mm bore, 5mm thickness and17.73 kg/metre weight approx.

1.00

m

192.60

Rs. One hundred ninety two and paise sixty only

3

577.80

99

17406/A

Supplying and fixing salt glazed stone ware 'gully trap' with C.I grating on 10cm. thick 1: 3:6 C.C bedding , including embedding the trap in cement concrete , confirming to I.S 651
(a) Size 150x 100mm at inlet and outlet respectively.  

1.00

Each

92.90

Rs. Ninety two and paise ninety only

8

743.20

100

17408

Supplying and fixing 150mm bore salt glazed stone wate square tee for inlet and outlet in septic tanks.  Conforming to I.S. 651.

1.00

Each

74.50

Rs. Seventy four and paise fifty only

3

223.50

101

02202/A

Cement concrete 1:3:6 in foundations with
(a) 40mm graded stone aggregate.

1.00

cum

519.30

Rs. Five hundred nineteen and paise thirty only

12.8

6647.04

102

02206

Cement concrete 1:3:6 with 40mm  graded stone aggregate for all works not requiring elaborate or costly forms of shuttering.

 

 

 

 

1.00

cum

692.60

Rs. Six hundred ninety two and paise sixty only

17

11774.20

103

07317

40mm thick Indian parent stone pavement (1:1:2) in floor according to Railway specification with graded stone aggregate 15mm size, including provision and filling of expansion joints.

1.00

sqm

54.50

Rs. Fifty four and paise fifty only

37

2016.50

104

17103/B

Supplying, laying and cement jointing(1:2) half round salt glazed stone ware pipes including specials on concrete bedding (concrete to be paid separately) pipes conforming to I.S,651.
(b) 150mm internal dia, 16mm thickness.

1.00

m

51.40

Rs. Fifty one and paise forty only

105

5397.00

105

12309

Supplying and fixing top hung type collapsible gate made out of MS channel pickets of size 20 mm linked by MS flats of size 20 x 6 mm, thoughout the length, which when the gate is opened, shall give a maximum clear gap of 100 mm between pickets, fitted with good quality ball bearing, aluminium handles and locking device both sides, folding stoppers to prevent door moving when folded, complete with top track bottom guide and all fittings accessories in single or double leaves, including a coat of double boiled
linseed oil.

 

 

1.00

sqm

593.60

Rs. Five hundred ninety three and paise sixty only

10

5936.00

106

08511/B

Providing and fixing wooden flush doors with block board soild core and commercial face veneers ply 3mm thick (I.S.303) on each side, internally lipped bonded with phenol formaldehyde synthetic resin adhesive of boiling water resistant grade hot pressed including aluminium fittings and C.P.Mortice lock.
(b)35mm finished thickness  for above 1.5m2 shutter area )

1.00

sqm

569.80

Rs. Five hundred sixty nine and paise eighty only

22

12535.60

107

08916/B

Providing and fixing door viewer.
(B) Brass body.

1.00

each

30.00

Rs. Thirty only

12

360.00

108

16206/A

Supplying and fixing flushing pipe including removing the old flushing pipe (if any). Complete in all respect including connecting with flushing cistern and sanitary fitment.
(a)of 40mm bore 3.29 kg/metre length weight, M.S. galvanised for low level cistern.

1.00

Each

74.30

Rs. Seventy four and paise thirty only

20

1486.00

109

16118/D

Supplying and fixing pipe as outlet or waste pipe to wash basins sink and bowl type urinals etc. complete including providing clamps to hold the pipe, making holes in masonry and making it good to original condition.
(d)PVC 32mm bore 1.4mm thick

 

 

1.00

m

16.20

Rs. Sixteen and paise twenty only

10

162.00

110

16118/C

Supplying and fixing pipe as outlet or waste pipe to wash basins sink and bowl type urinals etc. complete including providing clamps to hold the pipe, making holes in masonry and making it good to original condition.
(c) PVC 50mm bore 1.7mm thick

1.00

m

28.60

Rs. Twenty eight and paise sixty only

7

200.20

111

16121

Providing and connecting PVC pipe (300mm to 450mm long)complete with ball and socket brass couplings at both ends to suit 15mm/20mm bore G.I. pipes for wash basin and flushing tanks.

1.00

Each

9.40

Rs. Nine and paise forty only

25

235.00

112

05206/D

Plastering over all types of surfaces like  concrete, masonry,etc., 20mm
thick.(d) In cement mortal 1:2 (1 cement, 2 sand)

1.00

sqm

27.00

Rs. Twenty seven only

87

2349.00

113

05211

Extra for all types of plastered surfaces to be finished smooth with neat cement.

1.00

sqm

4.10

Rs. Four and paise ten only

230

943.00

114

04201/C

Brick masonry IInd sort in foundations and plinth
(c) In cement mortar1:4(1cement,4sand)

1.00

cum

592.10

Rs. Five hundred ninety two and paise ten only

20

11842.00

115

07306/A

Cement concrete (1:3:6) with 40mm stone aggregate, finished smooth in floor:-
(a) 80mm thick

 

 

1.00

sqm

51.50

Rs. Fifty one and paise fifty only

40

2060.00

116

08906/A1

Providing and fixing sliding door bolt for use with pad locks I.S.281 (Steel) IS 2681 (non ferrous)
A-1. Anodised aluminium size 250mm long and 16mm dia rod.

1.00

each

28.00

Rs. Twenty eight only

12

336.00

117

08906/S1

Providing and fixing sliding door bolt for use with pad locks I.S.281 (Steel) IS 2681 (non ferrous)
S1. Steel size 250mm long and 16mm dia rod.

1.00

each

22.50

Rs. Twenty two and paise fifty only

72

1620.00

118

16205/A

(a)Supplying and fixing PVC shower (for both) of superior quality, 100mm diameter, 15mm bore

1.00

Each

30.70

Rs. Thirty and paise seventy only

12

368.40

119

10203/B

Applying "Snowcem" or similar other cement based paint of approved colour.
(b) Two coats

10.00

sqm

77.40

Rs. Seventy seven and paise forty only

245

1896.30

120

04208

Extra for item 04202,04204(a) to (b),04210 for lift above 10m or 3 floors height, for each additional 3 m or one floor height.

1.00

cum

36.30

Rs. Thirty six and paise thirty only

26

943.80

121

02314

Extra for lift item nos. 02308 (b) and (c), 02310(b) to (d) 02313 above 10 m or the floors height for each additional 3m or floor height.

1.00

cum

34.70

Rs. Thirty four and paise seventy only

10

347.00

122

05110

Extra for plastering/ pointing on exterior surface over 10 m. height involving use of scaffolding.

1.00

sqm

4.00

Rs. Four only

112

448.00

123

01308

Benching of rock average 10cms depth for foundations.

10.00

sqm

407.90

Rs. Four hundred seven and paise ninety only

112

4568.48

124

16119

Supplying chromium plated non ferrous waste coupling with nuts(i,e, waste fittings)32mm bore conforming to IS 2963

1.00

Each

17.00

Rs. Seventeen only

12

204.00

125

16206/F

Supplying and fixing flushing pipe including removing the old flushing pipe (if any). Complete in all respect including connecting with flushing cistern and sanitary fitment.
(f)PVC 25mm bore 1.4mm thick

1.00

Each

25.10

Rs. Twenty five and paise ten only

12

301.20

126

08817

Providing, cutting and fixing 1.18mmx0.32mm (16mesh and 30 gauge)mild steel wire cloth. Wire cloth (wire gauge) of IS-1568 with wooden beads including cleaning the rebate.

1.00

sqm

41.00

Rs. Forty one only

2.5

102.50

127

19121

Dismantling steel work.

 

 

1.00

Tonne

397.70

Rs. Three hundred ninety seven and paise seventy only

0.5

198.85

128

18202

Loading rails, steel or iron sleepers, R.S.Joists, bars, C.I.,G.I.pipes, etc. into trucks/wagons.

 

1.00

Tonne

10.40

Rs. Ten and paise forty only

0.5

5.20

129

18206

Unloading rails, steel or iron sleepers R.S. Joists, bars, C.I.,G.I.pipes etc. from trucks and stacking the same.

1.00

Tonne

7.20

Rs. Seven and paise twenty only

0.5

3.60

130

18208/A

Carriage by trucks - cement, paints, small fittings, steel and other stores.(a) Above 200 m to 1000 m.

1.00

Tonne

10.70

Rs. Ten and paise seventy only

0.5

5.35

131

13104/B

Inserting MS galvanised tee in the existing MS galvanised pipe line by way of uncoupling/cutting threading the old pipe inserting tee alongwith other specials including excavation and refilling etc. making the joint water tight to withstand test pressure of 20 kg/cm2. (All new material like pipe, specials, etc. required will be paid as extra under respective items)
(b) For pipes above 50 mm upto 100 mm bore.

1.00

Each job

74.40

Rs. Seventy four and paise forty only

1

74.40

132

13518/A

Extra for supplying and fixing hand wheel in place of spindle cap. for item no.13505.

(a) for sluice valves from 50mm upto 80 mm bore.

1.00

Each

12.20

Rs. Twelve and paise twenty only

1

12.20

133

13518/B

Extra for supplying and fixing hand wheel in place of spindle cap. for item no.13505.
(b) for sluice valves from 100 mm upto 125 mm bore.

 

 

1.00

Each

18.40

Rs. Eighteen and paise forty only

1

18.40

134

13103/C

Supplying and fixing MS galvanised flanges under item 13101 including rubber packing (1.5 mm thick) and with nuts, bolts, etc. complete.(c) for 80 mm bore pipe with two flanges.

1.00

Joint

84.70

Rs. Eighty three and paise seventy only

1

84.70

135

13103/D

Supplying and fixing MS galvanised flanges under item 13101 including rubber packing (1.5 mm thick) and with nuts, bolts, etc. complete.(d) for 100 mm bore pipe with two flanges.

1.00

Joint

143.00

Rs. One hundred forty three only

2

286.00

136

18201

Loading stone metal, bricks, earth (including debris) moorum, ashes, cinder, sand, shingle pitching or soiling stone into trucks/wagons.

1.00

cum

11.90

Rs. Eleven and paise ninety only

22

261.80

137

18205

Unloading earth (including debris) moorum, ashes, cinder, sand, bricks, stone metal, shingle, pitching or soiling stone from trucks as specified places.

1.00

cum

8.40

Rs. Eight and paise forty only

22

184.80

138

18207/A

Carriage by trucks - bricks, ballast, sand, surkhi, lime mortar, earth (including debris) moorum, ashes and lime :-
(a) Above 200 m to 1000 m.

10.00

cum

108.90

Rs. One hundred eight and paise ninety only

22

239.58

 

 

 

 

 

Total of MS Items

1704503.65


 

 

                                       Engineering Branch

                                                          Jabalpur

NS items (Part-B)

Name of work:-. Construction of 12 units type III quarters       in Millennium Colony near Railway Station at Jabalpur

 

S.

No.

NS item No.

Description of Item

Unit

Rate

Rate in words

Quantity

Amount

1

NS/1

Providing & laying 14 mesh and 22 gauge MS galvanized wire on existing wooden frame with the help of country teak wood head of appropriate size including all lead lift, tools, plants, equipments, labour, materials etc complete as directed by Engineer-in-charge ( Clear area of mesh will be measured for payment).

sqm

 

 

113

 

2

NS/2

Providing, making and fixing, wire gauged shutters 35 mm thick (finished) for doors, windows and ventilators using country teak wood with standard oxidised iron fittings but excluding wire gauge including all lead, lift   tools, plants, equipments labour material etc. complete job as directed by Engineer-in-charge

sqm

 

 

187

 

3

NS/3

Supplying and fixing fan hook made from 16 mm dia. MS round Tor of 900 mm length and of shape as directed by Engineer-in-charge and fixing the same in roof securely with main reinforcement prior to casting of RCC slab including all lead, lift with contractor's tools, plants, equipment labour, materials etc. complete as directed by Engineer-in-charge.

Each

 

 

60

 

4

NS/4

Providing, laying & fixing 25-40mm thick machine polished cudappa stone over kitchen platform, in shelves including all lead, lift with contractor's tools, slab over kitchen platform, in shelves including all lead, lift, tools, plants, equipments, labour, material etc.

M2

 

 

17

 

5

NS/5

Providing & fixing 15cm wide wooden pelmets, made up of 19mm thick TW particle board & face predominated with decorative glossy finish laminate, over door & window opening 15 cm beading both sides & 15 cm away from the wall with 6mm thick T.W. face ply on top complete with aluminum channel in the centre on wooden strut and chromium plated steel hanger clips @ 75mm c/c. Inside face duly polished complete. The pelmets should be fixed to wall/ column with the help of M.S.  Hold-fasts with all lead, lift, tools, plants, equipment, labour, materials etc. completed job as directed Engineer- in-charge.(Payment will be made by  measuring the perimeter of the pelmet).

 

M

 

 

235

 

6

NS/6

Providing, making & fixing pressed steel door, window and ventilator frame of size 125 x 60mm (double rebate) of specified cross section conforming to IS 4531- 1976 made out of 1.25mm thick Ms sheet conforming to IS 513-1973 alongwith standard steel fittings and 6 Nos. of M.S. hold fasts 25 x 6mm size 200mm long with 25mm split ends including painting with one coat of ready mixed red oxide primer including all lead, lift, tools. Plants equipments, labour and material etc.  Complete as directed by Engineer-in-charge.

M

 

 

187

 

7

NS/7

Providing, making and fixing window, ventilator shutter manufactured according to IS:1038:1983 fully glazed from standard rolled sections F 7D conforming to IS:7452-1982 with glazing bars sub dividing bars sash bars of standard rolled section T2 conforming to IS:7452-1982, lock rail, lock plate, lugs, fixing clips, butt hinges, two numbers of steel tower bolts as per IS:15024, 15 cm long, one No. 100 mm size handle as per IS:208, hooks and eye stopper duly welded  and finished smooth one coat of ready mixed red oxide paint including all lead, lift with contractor's tools plants, equipments, labour material etc. complete job as directed by Engineer-in-charge.

sqm

 

 

131

 

8

NS/8

Supplying & Providing Steel (TMT) for reinforcement of approved make & quality such as SHARDA/SAIL/TISCO/RINL or similar make steel for RCC works including bending, binding, placing in position including all leads , lifts, ascent, taxes, octroi ,Contractors binding wires of 16 gauge complete as directed by Engineer at site (a) 6 mm plain conforming to I.S 1788-1979. NOTE:- Payment will be made as per actual consumption of steel at site

Tonne

 

 

2

 

9

NS/9

Supplying & Providing Steel for reinforcement of approved make & quality such as SHARDA/SAIL/TISCO/RINL or similar make steel (TMT) bars for RCC works including bending, binding, placing in position including all leads , lifts, ascent, taxes, octroi ,Contractors binding wires of 16 gauge complete as directed by Engineer at site (b) 8 mm & above conforming to I.S 1788-1979. NOTE:- Payment will be made as per actual consumption of steel at site

Tonne

 

 

38

 

10

NS/10

Supplying and fixing PVC beading around cupboard shutter and pelmet etc. with fevicol or similar adhesive and nails with all contractor's tool plant and material complete in all respect as directed by Engineer-in-charge at site.

m

 

 

680

 

11

NS/11

Supplying, providing and fixing stainless sink over all size-30"x20" (fantasy size with removable vegetable washing bowl, on approved by Engineer-in-charge complete coupling fittings all lead and lift.

Each

 

 

12

 

12

NS/12

Supplying providing and fixing PIANO type hinges of steel in cupboard shutters frames etc. Including all lead and lift, quality as approved by Engineer-in-charge.

M

 

 

202

 

13

NS/13

Providing and fixing C.P. steel aldrop of size 300 mm long and 16 mm dia with all contractor's tools, plant, material, labour etc. complete in all respect as directed by Engineer in charge at site.

Each

 

 

60

 

14

NS/14

Providing and fixing C.P. steel aldrop of size 250 mm long and 16 mm dia with all contractor's tools, plant, material, labour etc. complete in all respect as directed by Engineer in charge at site.

Each

 

 

60

 

15

NS/15

Supplying, making and fixing of wooden cabinet for Nich of Kitchen as per drawing enclosed made from 18mm thick commercial block board backing with, 6 mm thick commercial plywood, teak wood moulded/plain polished  beading, fixing of 5 mm thick plain glass on 1 mm alluminium two way track channel, intermediate shelves with 18mm commercial block board, projected portion duly laminated out side with 1 mm thick sunmica, coating with antitermite approved material, painting two coat inside over one coat of wood primer of approved quality giving smooth finish complete including fittings such as PVC striker, nails, screws etc. including all lead and lift and as approved by Engineer-in-charge. Size of cabinet-(1.27mX1.17mX0.25m) with tolerance of 1.5mm as per Railway’s drawing No.OSD/WCR/ENGG./JBP/R-58.

Each

 

 

12

 

16

NS/16

Extra for plastering work of any proportion for adding water-proofing compound with approved standard and quality of water-proofing compound as directed by the Engineer-in-charge.

sqm

 

 

317

 

17

NS/17

Extra for two additional rebate to accommodate ventilator in a existing double rebate pressed steel door, windows and ventilator's frame.

m

 

 

144

 

18

NS/18

Providing and fixing two legged aluminum door stopper size 85 mm with rubber pads with all contractors tools, plant, material, labours etc. complete in all respect as directed by Engineer-in-charge at site.

Each

 

 

60

 

19

NS/19

Extra for adding plasticizer of approved quality and make in reinforced cement concrete and plain cement concrete work. Quantity of plasticizer shall be mixed as recommended by manufacturer /as directed by Engineer-in-charge. 

cum

 

 

356

 

20

NS/20

Providing, antitermite treatment ( at three stages ) to the building as per IS:6313 part - II 1971

sqm

 

 

667

 

21

NS/21

Supplying and fixing PVC buffers 45 mm size in door with all contractor's tools plant, material, labours etc. complete in all respect as directed by Engineer in charge at site.

Each

 

 

60

 

22

NS/22

Providing and fixing Magnet catcher on wardrobe etc. with all contractor's tools, plant, material, labours etc. complete in all respect as directed by Engineer-in-charge at site.

 

Each

 

 

95

 

23

NS/23

Providing and fixing teak wood beading of size 25 mm x 20 mm with all contractor's material, lead, lift, tools, labour, etc. complete in all respect as directed by Engineer-in-charge at site.

m

 

 

180

 

24

NS/24

Providing and fixing teak wood beading of size 25 mm x 12 mm with all contractors material, lead, lift, tools, labour, etc. complete in all respect as directed by Engineer-in-charge at site.

m

 

 

180

 

25

NS/25

Supplying, erection and commissioning of hot pressed moulded thermosetting glass fibre reinforced polyester resin (G.R.P.) sectional water storage tanks including accessories, external bracing, brackets, manholes panel assembly including ladder wherever necessary for height of tank upto 2m conforming to IS:14399 (Part-I) 1996

litre

 

 

13000

 

 


 

 

                                       Engineering Branch

                                                          Jabalpur

 

Part C-MS items

Name of work:- Construction of 18 Units of Type-I quarters in Bajrang Colony of West Central Railway at Jabalpur.                                                                                                                                                                          

 

S.No.

Item No.

Description of item

Unit value

Unit

Rate

Rate in Words

Quantity

Amount

1

01302

Excavation to Railway's specification in ordinary soil, black cotton, red soil, sandy loam, clay or soft murum.

10.00

Cum

220.90

Rs. Two hundred twenty and paise ninety only

644

14214.92

3

02201/A

Cement concrete 1:4:8 in foundation with
(a) 50mm graded stone aggregate.

1.00

cum

452.00

Rs. Four hundred fifty two only

23

10396.00

4

02310/A

Reinforced cement concrete 1:1.5:3 with 20mm graded stone aggregate with Railway's steel for reinforcement
(a) In foundations including shuttering etc.

1.00

cum

1080.20

Rs. One thousand eighty and paise twenty only

120

129624.00

5

02310/B

Reinforced cement concrete 1:1.5:3 with 20mm graded stone aggregate with Railway's steel for reinforcement
(b) In columns, lintels, beams,etc. using plywood/steel shuttering and staging.

1.00

cum

1457.20

Rs. One thousand four hundred fifty seven and paise twenty only

125

182150.00

6

02310/C

Reinforced cement concrete 1:1.5:3 with 20mm graded stone aggregate with Railway's steel for reinforcement
(c) In walls, floors, slabs, chajjas,etc. using plywood/ steel shuttering and staging.

1.00

cum

1551.60

Rs. One thousand five hundred fifty one and paise sixty only

110

170676.00

7

02311

Extra for reinforced cement concrete works for adding water proofing compound @ minimum 2.5 percent of weight of cement ( Water proofing compound approved by the Engineer)

1.00

cum

103.00

Rs. One hundred three only

48

4944.00

8

01508/A

Boring for under reamed piles in shrinkable soil with single under ream upto 3.5m depth.
(a) for 200mm dia piles.

1.00

m

21.10

Rs. Twenty one and paise ten only

150

3165.00

9

01509/A

Boring for under reamed piles in shrinkable soil with double under ream upto 3.5m depth.
(a) for 200mm dia piles

1.00

m

24.50

Rs. Twenty four and paise fifty only

34

826.88

10

01509/B

Boring for under reamed piles inshrinkable soil with double under ream upto 3.5m depth.
(b) for 250mm dia piles

1.00

m

29.40

Rs. Twenty nine and paise forty only

20

588.00

11

01510/A

Extra for each metre depth upto 6 metres total depth beyond 3.5 depth.
(a) for item Nos 01508 a & 01509 a.

1.00

m

19.50

Rs. Nineteen and paise fifty only

3

65.81

12

01510/B

Extra for each metre depth upto 6 metres total depth beyond 3.5 depth.
(b) for item Nos 01508 b & 01509 b.

1.00

m

24.00

Rs. Twenty four only

6

135.00

13

02319

Reinforced cement concrete 1:2:4 with 20mm graded stone aggregate with Rly's steel in reinforcement in bore holes for under reamed piles (including upto portion of capping beam level above ground.)

1.00

cum

823.40

Rs. Eight hundred twenty three and paise forty only

11

9057.40

14

05301

Damp proofing walls with cement mortar (1:2) 50mm. thick with approved standard & quality of water proofing compound.

1.00

sqm

55.50

Rs. Fifty five and paise fifty only

47

2608.50

15

05213

Rounding top of walls, 20/23 cm. thick wall, with cement mortar 1:6 finish with a hearting of brick in masonry.

1.00

m

14.10

Rs. Fourteen and paise ten only

47

666.23

16

17302/E

Supplying and fixing A.C.building pipes socket spigot for Soil waste and ventilating purposes, including specials such as bends, sanitary bends, junction bends, sockets , shoes, tapers vent cowls W.C. connectors with clamps wooden blocks, screws and bitumastic jointing material etc. including proper embedding and fixing in walls and columns, jointing with sanitary fitments etc complete conforming to I.S. 1626.
(e)100mm bore and 8.0 mm thickness

1.00

m

53.80

Rs. Fifty three and paise eighty only

20

1076.00

17

17301/A

Supplying and fixing A.C. building pipes, socket spigot for rain water purpose including specials such as bends, sanitary bends, swan neck junctions, head, sockets, spouts, shoes, reducing pieces with clamps, wooden blocks, screws, and bitumastic jointing materials etc. complete including proper embedding and fixing in walls and columns, etc. Conforming to I.S.1626.
(a) 100mm bore and 8.00 mm thickness.

1.00

m

44.60

Rs. Fourty four and paise sixty only

60

2676.00

18

04201/D

Brick masonry IInd sort in foundations and plinth
(d) In cement mortar 1:6 ( 1 cement ,6sand)

1.00

cum

542.40

Rs. Five hundred forty two and paise forty only

80

43392.00

19

04202/A

Brick masonry IInd sort in superstructure:
(a) In cement mortar1:4:

1.00

cum

628.20

Rs. Six hundred twenty eight and paise twenty only

63

39576.60

20

04202/B

Brick masonry IInd sort in superstructure:
(b) In cement mortar 1:6.

1.00

cum

577.70

Rs. Five hundred seventy seven and paise seventy only

244

140958.80

21

02304

Precast reinforcement cement concrete 1:2:4 with 20mm stone aggregate for slabs, shelves, etc. upto 150mm thickness with Contractor's forms and Railway's steel in reinforcement including fixing with cement mortar 1:2.

1.00

cum

1333.80

Rs. One thousand three hundred thirty three and paise eighty only

2.5

3334.50

22

02305

Precast R.C.C. 1:2:4 with 15mm graded stone aggregate in jali work, 40mm thick with Rly's reinforcement (6mm) at the rate of 2.5kg /m2 including fixing complete (No deduction to be made for openings in jali)

1.00

sqm

57.30

Rs. Fifty seven and paise thirty only

50

2865.00

23

01406

Filling contractors murum without stacking directly in plinths and floors, etc. complete including watering and ramming.

10.00

cum

350.50

Rs. Three hundred fifty and paise fifty only

66

2313.30

24

05205/B

Plastering over all types of surfaces like  concrete, masonry,etc., 15mm.
thick.
(b) In cement mortal 1:4 (1 cement, 4 sand)

1.00

sqm

18.40

Rs. Eighteen and paise forty only

3500

64400.00

25

05206/B

Plastering over all types of surfaces like  concrete, masonry,etc., 20mm
thick.
(b) In cement mortal 1:4 (1 cement, 4 sand)

1.00

sqm

20.50

Rs. Twenty and paise fifty only

1050

21525.00

26

05110

Extra for plastering/ pointing on exterior surface over 10 m. height involving use of scaffolding.

1.00

sqm

4.00

Rs. Four only

129

516.00

27

05302

Cement plaster with (1:1) mortar 25mm. thick with approved standard and quality of water proofing compound.

1.00

sqm

44.10

Rs. Fourty four and paise ten only

151

6659.10

28

05211

Extra for all types of plastered surfaces to be finished smooth with neat cement.

1.00

sqm

4.10

Rs. Four and paise ten only

224

918.40

29

07602

80mm thick oversized stone ballast 75mm to 100mm gauge soling, hand packed.

1.00

sqm

12.10

Rs. Twelve and paise ten only

88

1064.80

30

07306/A

Cement concrete (1:3:6) with 40mm stone aggregate, finished smooth in floor:-
(a) 80mm thick

1.00

sqm

51.50

Rs. Fifty one and paise fifty only

250

12875.00

31

07317

40mm thick Indian parent stone pavement (1:1:2) in floor according to Railway specification with graded stone aggregate 15mm size, including provision and filling of expansion joints.

1.00

sqm

54.50

Rs. Fifty four and paise fifty only

500

27250.00

32

07403

Providing, laying and polishing plain chequered tiles in neutral grey colour 250x250x20mm (nominal) or any other size of approved quality and make floors and steps etc., with requisite neat cement over bedding and joints etc., including any special cornices. corners or angle tiles etc. complete, laid over cement mortar 1:3 bedding 20mm thick (average ) on previously prepared
surface.

1.00

sqm

149.10

Rs. One hundred forty nine and paise ten only

65

9691.50

33

12210

Providing, making and fixing pressed steel door frames of size (105 x 60mm) and specified cross sectional shape conforming to ID-4531-1976 made out of M.S.Sheet 1.25 mm thick conforming to IS 513-1973 or 1079-1973 alongwith three steel butt hinges (100 mm x 3.55 mm thick) duly welded with two bottom, ties made out of M.S.Angles 25 x 25 x 4 mm to suit floor thickness and six number of hold fast made out of M.S.Flat 25 x 6 mm, 250mm long with 25mm split ends including painting with one coat of red oxide primer or any other approved primer.

 

1.00

m

85.00

Rs. Eighty five only

700

59500.00

34

12203/B

Supplying and fixing top/central/side hung type glazed steel windows and ventilators fabricated from appropriate T,Z and other section generally conforming  to IS 1038, including lugs/fixing clips, hinges, push fit weather bar, aluminium spring catch, aluminium peg stay of 300 mm size, including one coat of red or zinc chromate paint. Steel to conform to IS 1977 and Fabrication as per IS 1038.
(b) Without fixed type glazed portion, with horizontal glazing bars.

 

1.00

sqm

556.40

Rs. Five hundred fifty six and paise forty only

85

47294.00

35

06210

Water proofing flat roof, with 40mm. thick Indian patent stone (1 cement, 1 sand, 2 coarse stone aggregate 6mm. to 10mm. size) and providing correct slope including filling joints with jointing material.

1.00

sqm

51.30

Rs. Fifty one and paise thirty only

335

17185.50

36

08403

Providing, fabricating and fixing M.S Flats and bars including screws/bolts and fixing in windows and ventilators etc. complete in all respects.

 

1.00

Kg.

13.80

Rs. Thirteen and paise eighty only

710

9798.00

37

08502/B

Providing, making and fixing shutter frames 35mm finished thickness having specified dimensions of vertical styles, top ;rail, bottom, lock and middle rail with rebate and grooves with heavy pattern iron fittings (sashes/ intermediate rail shall be provided at specified spacing, as required.)
(b) Using other than country teak wood of approved species.

1.00

sqm

322.30

 

105

33841.50

38

08506/B

Providing, making and fixing 12mm thick panel inserts in the shutter frame.
(b) Using other than country teak wood ;of approved species.

1.00

sqm

222.80

Rs. Two hundred twenty two and paise eighty only

12

2673.60

39

12211

Supplying and fixing pressed steel shutter consisting of 0.8 mm thick M.S.Plate, having 100 x 40 mm tubular section as vertical styles, top and bottom rails and 150 x 40 mm tubular lock rail with panels of M.S.Plate 0.8 mm thick duly welded and finished smooth with one coat of red oxide or any other primer including 2 Nos. steel handles 100 mm, one number steel tower bolt 150 mm and one number steel sliding door bolt (Aldrop) 250mm complete in all respect.

1.00

sqm

736.60

Rs. Seven hundred thirty six and paise sixty only

64

47142.40

40

08810/A

Providing, cutting and fixing sheet glass panes with putty of I.S 419/420 and spring/glazing clips including cleaning the rebate and oiling with raw linseed oil.
(a) Sheet glass 3.00mm thick.

1.00

sqm

129.10

Rs. One hundred twenty nine and paise ten only

65

8391.50

41

08307/B

Wood work dressed and fixed in other than roofs, scantlings.
(b) Using timber (other than teak wood) of approved species for permanent work.

1.00

cum

5063.20

Rs. Five thousand sixty three and paise twenty only

1

5063.20

43

08509

Providing making and fixing glazed/wire gauged shutters 20 mm finished thickness without fittings, using country teak wood (for built-in-cup-board)

 

 

 

1.00

sqm

276.40

Rs. Two hundred seventy six and paise forty only

5

1382.00

44

08901/A3

Providing and fixing butt hinges, I.S.1341 (for steel) and I.S.205 (for non ferrous metal)
A-3. Anodised aluminium, size 100mm, thickness 3.20mm. 

1.00

each

12.90

Rs. Twelve and paise ninety only

100

1290.00

45

08917/A1

Providing and fixing hollow aluminium tube for hangers of cup board.
(A1) of 10mm outer dia.

1.00

m

17.10

Rs. Seventeen and paise ten only

11

188.10

46

08907/A1

Providing and fixing tower bolts IS 204.
A1. Andonised aluminium size 100mm long and 10mm dia bolt.

 

1.00

each

11.50

Rs. Eleven and paise fifty only

125

1437.50

47

08908/A1

Providing and fixing hasps and staples (safety type)IS 363.
A1.  anodised aluminium size 90mm (2.00mm thickness)              

1.00

each

12.80

Rs. Twelve and paise eighty only

125

1600.00

48

08913/A1

Providing and fixing door handle IS 208.
(A1) Anodized aluminium size 100mm (inside clear grip)  of 10mm hexagonal of round bar.

1.00

each

9.20

Rs. Nine and paise twenty only

125

1150.00

49

08914/A2

Providing and fixing door knobs.
(A2) aluminium 4 cm dia.

1.00

each

8.20

Rs. Eight and paise twenty only

18

147.60

50

08916/A

Providing and fixing door viewer.
(A) Aluminium body.

 

 

 

1.00

each

17.50

Rs. Seventeen and paise fifty only

18

315.00

51

09103

Applying priming coat of paint of approved quality to new wood work.

10.00

sqm

32.90

Rs. Thirty two and paise ninety only

288

947.52

52

09104/B

Painting wood work with ready mixed paint of approved standard quality and shade.
(b) two coat.

10.00

sqm

61.50

Rs. Sixty one and paise fifty only

288

1771.20

53

10103/C

Applying white wash on all surfaces.
(c) Three coats

10.00

sqm

14.00

Rs. Fourteen only

3885

5439.00

54

09307

Painting with ready mixed paint of approved standard, quantity and shade steel work .

10.00

sqm

26.30

Rs. Twenty six and paise thirty only

415

1091.45

55

10201/B

Applying colour wash with lime and any approved colour on old/new surfaces.
(b) Two coats.

10.00

sqm

16.70

Rs. Sixteen and paise seventy only

1772

2959.24

56

13501/A

Supplying and fixing sand-cast brass screw-down bib taps, tested to withstand a pressure of 20kg/cm2, complete in all respect conforming to IS 781.
(a) 15 mm bore (of 0.40kg. weight minimum)

1.00

Each

44.80

Rs. Fourty four and paise eighty only

55

2464.00

57

13101/A1

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.1   15 mm bore(2.00 mm thick, 0.961 kg/metre length weight minimum)

1.00

m

26.70

Rs. Twenty six and paise seventy only

266

7102.20

58

13101/A2

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.2  20 mm bore(2.35 mm thick, 1.42  kg/metre length weight minimum)

1.00

m

34.00

Rs. Thirty four only

136

4624.00

59

13101/A3

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.3   25 mm bore(2.65 mm thick, 2.03  kg/metre length weight minimum)

1.00

m

44.60

Rs. Fourty four and paise sixty only

65

2899.00

60

13101/A5

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.5  40 mm bore(2.90 mm thick, 3.29 kg/metre length weight minimum)

1.00

m

63.10

Rs. Sixty three and paise ten only

71

4480.10

61

13502/B

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.
(b) 20 mm bore (of 0.75 kg. weight minimum.

1.00

Each

81.80

Rs. Eighty one and paise eighty only

18

1472.40

62

13502/C

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.
(c) 25 mm bore (of 1.30 kg. weight minimum.

1.00

Each

110.20

Rs. One hundred ten and paise twenty only

18

1983.60

63

13502/E

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.
(e) 40 mm bore (of 2.25 kg. weight minimum.

1.00

Each

235.00

Rs. Two hundred thirty five only

3

705.00

64

17201/A

Supplying, laying and cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1 including excavation filling in & consolidating upto a depth of 0.90m Conforming to IS 651
(a)100mm bore 12mm thickness, (Quantity for each joint cement =1.00kg spun yard =0.25kg)

1.00

m

64.30

Rs. Sixty four and paise thirty only

25

1607.50

65

17201/B

Supplying, laying and cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1 including excavation filling in & consolidating upto a depth of 0.90m Conforming to IS 651
(b)150mm bore 16mm thickness, (Quantity for each joint cement =1.50kg spun yard =0.35kg)

1.00

m

89.40

Rs. Eighty nine and paise forty only

73

6526.20

66

17201/C

Supplying, laying and cement jointing salt-glazed stone ware pipes, including jointing in C.M.1:1 including excavation filling in & consolidating upto a depth of 0.90m Conforming to IS 651
(c)200mm bore 17mm thickness, (Quantity for each joint cement =2.00kg spun yard =0.70kg)

1.00

m

150.60

Rs. One hundred fifty and paise sixty only

20

3012.00

67

13301/H

Supplying, jointing and fixing in building unplasticised (rigid) PVC pipes with all specials and mild steel clamps, including cutting holes in masonry and concrete where necessary and making them good and fixing cleats etc. including solvent cement for jointing purposes, conforming to IS 4985 to withstand a test pressure of 6kgs/cm2.
(h) 75mm outside dia. 2.6 mm wall thickness.

1.00

m

114.80

Rs One hundred forteen and paise eighty only

56

6428.80

68

17304/B

Supplying and fixing cast iron pipes, socket spigot for soil, waste and ventilating purpose including specials such as bends, offsets, branches, traps, tapers access doors, inspection piece, collars, wire balloons and different sanita5ry connection with cast iron holder bats, bolts, nails, wooden blocks, jointing material etc. including bitumastic jointing proper embedding and fixing in walls and columns etc. complete conforming to I.S. 1729 ir US 3989.
(b)75mm bore, 5mm thickness and 9.18 kg/metre weight approx.

1.00

m

99.80

Rs. Ninety nine and paise eighty only

63

6287.40

69

17304/C

Supplying and fixing cast iron pipes, socket spigot for soil, waste and ventilating purpose including specials such as bends, offsets, branches, traps, tapers access doors, inspection piece, collars, wire balloons and different sanita5ry connection with cast iron holder bats, bolts, nails, wooden blocks, jointing material etc. including bitumastic jointing proper embedding and fixing in walls and columns etc. complete conforming to I.S. 1729 ir US 3989.
(c) 100mm bore 5 mm thickness and 12.04 kg/metre weight approx.

1.00

m

115.70

Rs. One hundred fifteen and paise seventy only

54

6247.80

70

16102/A

Supplying and fixing white glazed earthen-ware squatting pan with `P' or`S' trap with minimum 15cm thick C.C.1:3:6 bedding below and around the pan including making holes in the masonry and connecting further etc. Complete in all respects conforming to IS 771.
(a)  Long pan pattern of size 580 mm with foot rest.

1.00

Each

469.50

Rs. Four hundred sixty nine and paise fifty only

18

8451.00

71

16201

Supplying, fixing and connecting to existing water main high level 10.5 litres capacity, C.I. flushing cistern(bell type) fixed on C.I. brackets (I.S.774), 15mm bore ball valve of weight 0.524 kg.(IS 1703), 15mm bore mosquito proof over flow pipe 100mm in length 15mm bore brass stop tap of weight 0.40kg (IS 781) and with C.I. chain complete in all respects painted inside and outside with ready mixed paint, including jointing to existing sanitary fitment. Conforming to IS 774

 

1.00

Each

488.90

Rs. Four hundred eighty eight and paise ninety only

18

8800.20

73

17406/B

Supplying and fixing salt glazed stone ware 'gully trap' with C.I grating on 10cm. thick 1: 3:6 C.C bedding , including embedding the trap in cement concrete , confirming to I.S 651
(b)  size 180 x 150 mm at inlet and outlet respectively.

1.00

Each

243.60

Rs. Two hundred forty three and paise sixty only

9

2192.40

74

17401/A

Brick masonry man hole upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6 bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm. height only, making benching in C.C. 1:2:4 including fixing half round glazed S.W.Pipe and RCC man hole cover complete in all respect to Drg. No.GM(W)BB/3202/1
(a)  Upto 50 cm. depth.

1.00

Each

696.00

Rs. Six hundred ninety six only

2

1392.00

75

17401/B

Brick masonry man hole upto 80cm. depth, including excavation in all types of soil, 15cm. C.C. 1:3:6 bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm. height only, making benching in C.C. 1:2:4 including fixing half round glazed S.W.Pipe and RCC man hole cover complete in all respect to Drg. No.GM(W)BB/3202/1
(b)  Beyond 50 cm.upto 80 cm. depth.

1.00

Each

912.40

Rs. Nine hundred twelve and paise forty only

6

5474.40

76

13606

Supplying, hoisting and fixing in position one piece moulded single wall construction, high/low density polyethylene water tanks on existing base including all lead and lift.  The tank should have CI mosquito proof cover of approved type & design locking arrangement, outlet/inlet arrangement as required.

1.00

Litre

4.10

Rs. Four and paise ten only

9000

36900.00

77

12309

Supplying and fixing top hung type collapsible gate made out of MS channel pickets of size 20 mm linked by MS flats of size 20 x 6 mm, throughout the length, which when the gate is opened, shall give a maximum clear gap of 100 mm between pickets, fitted with good quality ball bearing, aluminium handles and locking device both sides, folding stoppers to prevent door moving when folded, complete with top track bottom guide and all fittings accessories in single or double leaves, including a coat of double boiled linseed oil.

1.00

sqm

593.60

Rs. Five hundred ninety three and paise sixty only

11

6529.60

78

05204/B

Plastering over all types of surfaces like concrete, masonry,etc., 10mm thick
(b) In cement mortal 1:4 (1 cement, 4 sand)

1.00

sqm

13.10

Rs. Thirteen and paise ten only

479

6274.90

79

10103/A

Applying white wash on all surfaces.
(a) One coat

10.00

sqm

5.50

Rs. Five and paise fifty only

1772

974.60

80

08811/B

Providing, cutting and fixing frosted glass panes with putty of I.S 419/420 and spring/glazing clips including cleaning the rebate and oiling with raw linseed oil.
(b) Frosted glass 4.00mm thick.

1.00

sqm

166.60

Rs. One hundred sixty six and paise sixty only

8

1332.80

81

13509/B

Supplying and fixing brass or gun metal ball valves (horizontal plunger type) including PVC floats high pressure (HP) complete in all respect tested to withstand a pressure of 20 kgs/cm2 conforming to IS 1703.
(b) 20 mm bore.

1.00

Each

67.00

Rs. Sixty seven only

18

1206.00

82

13101/A6

Supplying, laying and jointing mild steel galvanised pipes in all positions with all specials including trenching, refilling and consolidating upto 50cm depth or fixing with standard clamps/cleats by making holes in masonry/concrete as necessary tested to withstand a pressure of 7 Kg/cm2 conforming to IS 1239 (Part I and II)
A.6   50 mm bore(2.90 mm thick, 4.18 kg/metre length weight minimum)

1.00

m

75.50

Rs. Seventy five and paise fifty only

36

2718.00

83

13502/A

Supplying and fixing sand cast brass screw down stop taps, tested to withstand a pressure of 20kg/cm2, complete in all respects including excavation if necessary. Conforming to IS 781.
(a) 15 mm bore (of 0.40 kg. weight minimum.

1.00

Each

49.80

Rs. Forty nine and paise eighty only

2

99.60

84

17103/B

Supplying, laying and cement jointing(1:2) half round salt glazed stone ware pipes including specials on concrete bedding (concrete to be paid separately) pipes conforming to I.S,651.
(b) 150mm internal dia, 16mm thickness.

1.00

m

51.40

Rs. Fifty one and paise forty only

45

2313.00

85

17103/C

Supplying, laying and cement jointing(1:2) half round salt glazed stone ware pipes including specials on concrete bedding (concrete to be paid separately) pipes conforming to I.S,651.
(c) 200mm internal dia, 17mm thickness.

1.00

m

93.40

Rs. Ninety two and paise forty only

52

4856.80

86

17405/A

Supplying and fixing cast iron floor trap with hinged, grating on 10mm thick 1:3:6 C.C. bedding, including embedding the trap in cement concrete. Conforming to I.S. 3989.
(a) floor trap with 100mm dia opening at floor level and 50 mm dia. at outlet (weight 2.5kgs.)

1.00

Each

58.90

Rs. Fifty eight and paise ninety only

34

2002.60

87

16119

Supplying chromium plated non ferrous waste coupling with nuts(i,e, waste fittings)32mm bore conforming to IS 2963

1.00

Each

17.00

Rs. Seventeen only

18

306.00

88

16118/D

Supplying and fixing pipe as outlet or waste pipe to wash basins sink and bowl type urinals etc. complete including providing clamps to hold the pipe, making holes in masonry and making it good to original condition.
(d)PVC 32mm bore 1.4mm thick

1.00

m

16.20

Rs. Sixteen and paise twenty only

10

162.00

89

18206

Unloading rails, steel or iron sleepers R.S. Joists, bars, C.I.,G.I.pipes etc. from trucks and stacking the same.

1.00

Tonne

7.20

Rs. Seven and paise twenty only

33

237.60

90

17402/A

Brick masonry man hole above 80cm.to 2.1m depth, including excavation in all types of soil, 23cm.  1:3:6 bedding, 20cm. brick wall in C.M. 1:4, 15mm. thick plaster in C.M.1:2 inside full, outside top 20cm. height only, making benching in C.C. 1:2:4, fixing half round glazed S.W.Pipe, fixing 400 x 150mm. size C.I foot rest and RCC man hole cover complete in all respect to Drg.No.GM(W)BB/3202/1
(a)  Beyond 80cm upto 1.10m depth.

1.00

Each

1638.30

Rs. One thousand six hundred thirty eight and paise thirty only

2

3276.60

91

07303/A

1:3:6 cement concrete in floors 80mm thick with:
(a) 40mm graded stone aggregate.

1.00

sqm

42.10

Rs. Forty two and paise ten only

248

10440.80

92

02205

Cement concrete1:2:4 with 25mm graded stone aggregate for all works not requiring elaborate or costly forms of shuttering.

1.00

cum

824.30

Rs. Eight hundred twenty four and paise thirty only

7

5770.10

93

01307

Extra for wet foundation i.e. when seepage exceeds 20cms but including bailing out of water  manually or by mechanical means.

10.00

Cum

99.10

Rs. Ninety nine and paise ten only

15

148.65

94

01402

Filling Railways sand, ashes, loose earth or loose murum in founds, plinth, floor and behind abutments and wing walls in 20cms. layers including watering and ramming.

10.00

cum

82.30

Rs. Eighty two and paise thirty only

78

641.94

95

08504/B

Providing, making and fixing glazed shutters 35mm finished thickness with heavy pattern iron fittings.
(b) Using other than country teak wood of approved species.

1.00

sqm

338.30

Rs. Three hundred thirty eight and paise thirty only

14

4736.20

96

08510/A

Providing, making and fixing cupboard shutters 19mm thick teakwood particle board bonded with phenol formaldehyde synthetic resin adhesive of BWR grade without fittings.
(a) One side teak veneer finish.

1.00

sqm

275.10

Rs. Two hundred seventy five and paise ten only

21

5777.10

97

08817

Providing, cutting and fixing 1.18mmx0.32mm (16mesh and 30 gauge)mild steel wire cloth. Wire cloth (wire gauge) of IS-1568 with wooden beads including cleaning the rebate.

1.00

sqm

41.00

Rs. Forty one only

2

82.00

98

09207

Polishing to the required finish new/old surface of wood work with approved quality of polish and other ingredients including sand papering as required.

10.00

sqm

140.90

Rs. One hundred forty and paise ninety only

21

295.89

99

08906/S1

Providing and fixing sliding door bolt for use with pad locks I.S.281 (Steel) IS 2681 (non ferrous)
S1. Steel size 250mm long and 16mm dia rod.

1.00

each

22.50

Rs. Twenty two and paise fifty only

45

1012.50

100

08913/S

Providing and fixing door handle IS 208.
(S) steel size 100mm of 1.60mm thickness.

1.00

each

5.00

Rs. Five only

51

255.00

101

08907/S2

Providing and fixing tower bolts IS 204.
S2. Steel size 150mm long and 10mm dia bolt.

 

1.00

each

8.30

Rs. Eight and paise thirty only

9

74.70

102

17202/C

Supplying, laying and cement jointing in C.M. 1:2 R.C.C. light duty, non-pressure pipe (class NP2), including collars all type of jointing material, including excavation filling and consolidating upto a depth of 2.00 meters pipes. Conforming to I.S.458
(c) 250mm bore 25mm thickness.

 

1.00

m

195.90

Rs. One hundred ninety five and paise ninety only

9

1763.10

103

08506/C

Providing, making and fixing 12mm thick panel inserts i n the shutter frame.
(c) Using commercial veneered plywood with hardwood beadings.

 

 

1.00

sqm

284.80

Rs. Two hundred eighty four and paise eighty only

39

11107.20

104

02314

Extra for lift item nos. 02308 (b) and (c), 02310(b) to (d) 02313 above 10 m or the floors height for each additional 3m or floor height.

1.00

cum

34.70

Rs. Thirty four and paise seventy only

7

242.90

105

04208

Extra for item 04202,04204(a) to (b),04210 for lift above 10m or 3 floors height, for each additional 3 m or one floor height.

1.00

cum

36.30

Rs. Thirty six and paise thirty only

23

834.90

106

10308

Extra for treating external surfaces beyond 10m height involving elaborate arrangement/ scaffolding.

10.00

sqm

4.00

Rs. Four only

114

45.60

107

19108

Dismantling brick or stone work in lime mortar.

1.00

cum

36.70

Rs. Thirty six and paise seventy only

9

330.30

 

 

 

 

 

Total of MS Items

1355717.02

 

 

 

 

 

 

 

 

 


Part D-NS Items

 

Item No

NS item No.

Description of Item

Unit

Rate

Quantity

Amount

1

NS/1

Supplying and fixing fan hook made from 16 mm dia. MS round Tor of 900 mm length and of shape as directed by Engineer-in-charge and fixing the same in roof securely with main reinforcement prior to casting of RCC slab including all lead, lift with contractor's tools, plants, equipment labour, materials etc. complete as directed by Engineer-in-charge.

 

Each

 

72

 

2

NS/2

Providing, laying & fixing 25-40mm thick machine polished cudappa stone slab over kitchen platform, in shelves including all lead, lift with contractor's tools, plants, equipments, labours, materials etc.

 

sqm

 

67.50

 

3

NS/3

Providing, making & fixing pressed steel door, window and ventilator frame of size 125 x 60mm (double rebate) of specified cross section conforming to IS 4531- 1976 made out of 1.25mm thick MS sheet conforming to IS 513-1973 alongwith standard steel fittings and 6 Nos. of M.S. hold fasts 25 x 6mm size 200mm long with 25mm split ends including painting with one coat of ready mixed red oxide primer including all lead, lift, contractor’s tools, Plants equipments, labour and material etc. complete as directed by Engineer-in-charge.

 

 

 

m

 

281.3

 

4

NS/4

Supplying, providing and fixing stainless sink over all size-30"x20" (fantasy size with removable vegetable washing bowl, on approved by Engineer-in-charge complete including coupling fittings all lead and lift as of approved make by Engineer-in-charge.

 

Each

 

18

 

5

NS/5

Providing, making and fixing, wire gauged shutters 35 mm thick (finished) for doors, windows and ventilators using country teak wood with standard oxidised iron fittings but excluding wire gauge including all lead, lift   tools, plants, equipments labour material etc. complete job as directed by Engineer-in-charge .

sqm

 

112.5

 

6

NS/6

Providing & laying 14 mesh and 22 gauge MS galvanised wire on existing wooden frame with the help of country teak wood head of appropriate size including all lead lift, tools, plants, equipments, labour, materials etc complete as directed by Engineer-in-charge ( Clear area of mesh will be measured for payment).

sqm

 

78.75

 

7

NS/7

Providing, making and fixing in standard holdfast in masonry wire gauged frame of size 50mmx30mm (finished) for ventilators using country teak wood including providing and laying 14 mesh 22 gauge MS galvanised wire mess with the help of country teak wood bead of size 30mmx10 mm including all lead lift with contractor's tools, plants, equipments, etc. complete as per approved drawings and as directed by the Engineer-in-charge (the outer area of finished wooden frame shall be measured for payment.)

sqm

 

94.5

 

8

NS/8

Supplying cutting and fixing PVC mosquito mesh of netlon or similar quality into aluminium shutter as per Railway's approved drawing.

sqm

 

270

 

9

NS/9

Supplying, fabricating and fixing aluminium frame and frosted glass louvers as per Railway's approved drawing including fixing and making good masonry/concrete surface to its original condition.

sqm

 

22.5

 

10

NS/10

Supplying and fixing stainless steel jalli on floor trap of approved make as directed by Engineer-in-charge.

Each

 

54

 

11

NS/11

Extra for two additional rebate to accommodate ventilator in a existing double rebate pressed steel door, windows and ventilator's frame.

m

 

18

 

12

NS/12

Providing and fixing of chromium plated flush pipe of 40 mm diameter to connect flushing cistern to water closet of Indian type complete in all respect with all lead and lift.

Each

 

18

 

13

NS/13

Supplying providing and fixing bituminous expansion joint sheet in between two R.C.C. columns in boundary wall including cutting in size, fixing in proper position alongwith shuttering and staging complete in all respect before costing including all lead & lift.

 

sqm

 

11.25

 

14

NS/14

Extra for plastering work of any proportion for adding water-proofing compound with approved standard and quality of water-proofing compound as directed by the Engineer-in-charge.

 

sqm

 

270

 

15

NS/15

Extra for adding plasticizer of approved quality and make in reinforced cement concrete and plain cement concrete work. Quantity of plasticizer shall be mixed as recommended by manufacturer /as directed by Engineer-in-charge. 

 

cum

 

630

 

16

NS/16

Providing and fixing two legged aluminum door stopper size 85 mm with rubber pads with all contractors tools, plant, material, labours etc. complete in all respect as directed by Engineer-in-charge at site.

Each

 

72

 

17

NS/17

Providing, making and fixing window, ventilator shutter manufactured according to IS:1038:1983 fully glazed from standard rolled sections F 7D conforming to IS:7452-1982 with glazing bars sub dividing bars sash bars of standard rolled section T2 conforming to IS:7452-1982, lock rail, lock plate, lugs, fixing clips, butt hinges, two numbers of steel tower bolts as per IS:15024, 15 cm long, one No. 100 mm size handle as per IS:208, hooks and eye stopper duly welded  and finished smooth one coat of ready mixed red oxide paint including all lead, lift with contractor's tools plants, equipments, labour material etc. complete job as directed by Engineer-in-charge.

sqm

 

98

 

18

NS/18

Supplying & Providing Steel (TMT) for reinforcement of approved make & quality such as SHARDA/SAIL/TISCO/RINL or similar make steel for RCC works including bending, binding, placing in position including all leads , lifts, ascent, taxes, octroi ,Contractors binding wires of 16 gauge complete as directed by Engineer at site (a) 6 mm plain conforming to I.S 1788-1979. NOTE:- Payment will be made as per actual consumption of steel at site

Tonne

 

4

 

19

NS/19

Supplying & Providing Steel for reinforcement of approved make & quality such as SHARDA/SAIL/TISCO/RINL or similar make steel (TMT) bars for RCC works including bending, binding, placing in position including all leads , lifts, ascent, taxes, octroi ,Contractors binding wires of 16 gauge complete as directed by Engineer at site (b) 8 mm & above conforming to I.S 1788-1979. NOTE:- Payment will be made as per actual consumption of steel at site

Tonne

 

36

 

20

NS/20

Providing and fixing C.P. steel aldrop of size 300 mm long and 16 mm dia with all contractor's tools, plant, material, labour etc. complete in all respect as directed by Engineer in charge at site.

Each

 

36

 

21

NS/21

Providing and fixing C.P. steel aldrop of size 250 mm long and 16 mm dia with all contractor's tools, plant, material, labour etc. complete in all respect as directed by Engineer in charge at site.

Each

 

180

 

Total of NS Items

 

 


My/Our rate for Part A & C above MS Items of SSR 1990 of Central Railway is ……………% above/Par/Below for all above MS Items. (Please write rates in words also.)

 

(1)               Tenderer has to quote the single percentage Above/Par/Below for all MS Items of SSR 1990 Central Railway. Rates for NS items must be quoted separately against each item.

(2)               Cement will be supplied by the Contractor at his own cost. The grade of the cement will be 33, 43 and 53 as per the instructions of the site Engineer.

(3)               Contractor will produce certificate for the cement and steel in support of material conforming to IS specifications.

(4)               The Contractor will arrange materials, labours, and means of transportation irrespective of all environmental conditions.

(5)               Other condition will remain as given in SSR, IS Codes, Railway’s specification and Tender Documents.

(6)               Any items can be deleted or added according to the site conditions and instruction of Engineer-in-charge.

(7)               Any corrections, cuttings, omissions and deletions in the Tender documents by the Tenderer should be attested by themselves.

(8)               Conditional Tender will not be consider, however if the tenderer want to write some his/their special conditions please write in the last page of the tender documents.

(9)               Taxes will deducted as declared /enforced by the State Government and Central Government time to time

 

 


SPECIFICATION / SPECIAL CONDITIONS FOR CONCRETE

 

1. These special conditions / specifications over Railway’s specifications and IS: 456/1978, in case of any conflict, the special conditions will prevail.

 

2.       A temporally camp office shall be made by contractor at site.

3.       Contractor’s site Engineer who will be a qualified graduate Engineer shall always be available at the site during execution of works for correctness and proper quality control of works. His attendance Register shall be maintained by Engineer’s Representative.

4.       Cube testing of concrete shall be done as per IS : 456 -1978 Additional cubes in same number as required for 28 days testing, will be taken for 07 days testing. Payment for concrete work will be made only after its 07 days cube test report is submitted and the results are found satisfactory.

5.       Acceptance criteria, inspection and testing of structures shall be as per IS : 456 -1978. Engineer or Engineer’s representatives decision shall be final and conclusive.

6.       Concrete shall be mixed in a mechanical mixer complying with IS: 1791-1968.

7.       Water to be used for mixing and curing shall be potable and has to be got approved by Engineer’s representative.

8.       Coarse Aggregate :-

a)                   Coarse aggregate to be used shall be block trap on hard grants machine crushed ballast.

b)                   Coarse aggregate to be used shall have to be got tested by contractor at his cost for :-

1) Aggregate crushing value.

2) Aggregate abrasion value.

3) Presence of deleterious substances in accordance with IS : 2386 (Part I, II, IV) – 1963.  Coarse aggregate will be approved only if test results comply with standard as given in IS: 383-1970.

4) Coarse aggregate having flacky, elongated, soft or oversized particles are liable to be rejected by Engineer or Engineer’s representative whose decision will be final and conclusive.

9.   Fine aggregate :-  

a)             Fine aggregate shall consist of siliceous material having hard, strong, durable, uncoated particles.

b)             Fine aggregate will be used shall be tested at contractor’s cost for deleterious substances as per IS : 2386. (Pt. I, II) 1963.

         Deleterious substances should be within the limits as per IS : 383-1970.

c)             Grading of fine aggregate when determined as per IS: 2386 (Part I) 1963 shall be in grading zone I, II or III as per IS : 383-17 - 1970.

d)             Fine aggregate not conforming to these standards shall be rejected by Engineer or Engineer’s representative whose decision shall be final and conclusive.

 


(L.No. EW/187.R.465.14 dated 16/11/95.  & NO EW/187/R/465/policy/Bridge-corrp. of 9/19.11.01).

 

SPECIAL  CONDITIONS FOR CONTRACTOR’S CEMENT AND SETTEL.

 

1.0               CEMENT

1.1               GENERAL

1.1.1     MASTER SCHEDULE ITEM

The cost of cement for the work is included in the rates for Master schedule items mentioned in the tender.

 

            NON-SCHEDULE ITEMS

 

The rates to be quoted by the tenderers shall be inclusive of the cost of the cement. No extra Payment towards cost of cement will be payable.

 

1.1.2          The Rly. Will not supply any cement for the works. The contractor(s) has/have to procure the cement required for the work from the Market & transport the same to the site of work at his/ their own cost including all taxes, octroi, etc. and including all lead & handling etc.

1.1.3          The cement should be purchased by the contractor (s) only from the Authorised/Approved manufactures or their Authorised agent. The contractor (S) should produce the documental proofs such as bill, challans, etc, from such authorised  Manufacturers/Agents from whom the cement is purchased for every lot of cement brought at site and to be verified by the Rly’s representative. The cement brought at side without such documental proof s will not be permitted to be used in the works.

1.1.4          The cement as approved by the Rly’s representative will be properly stacked at site in the go downs constructed by the contractor at his own cost. The contractors should keep the cement under their safe custody & will be made accessible to the Railway’s representative to physically verify & check at any time.

1.1.5          The contractors will be fully responsible for the safeguard of the cement along with other materials & the Railways will not compensate for any damage, loss or theft of the cement or any other materials at site. Any delay in procurement of cement will not be considered as   cause for granting extension   for the  materials at site.

Quality & Testing:

The cement used shall be any of the following , with the prior approval of the Engineer.

a)       33 grade ordinary Portland cement conforming to IS 269 (Latest)

b)       43 grade ordinary Portland cement conforming to IS :8112(Latest)

c)       53 grade ordinary Portland cement conforming to I S12269(Latest)

d)       Rapid Hardening Portland cement conforming to IS 8041(Latest)

e)       High strength Portland cement conforming to IRS :T.40(Latest)

f)         Portland slag cement conforming to IS 455(Latest)

 

Portland slag cement  shall not be used for prestressed concrete works.

g)       Portland Pozzolana cement conforming to IS 1489 (Latest)

Note: Portland Pozzolana cement shall not be used for RCC & PSC work. Portland Pozzolana cement conforming to IS: 1489 can be used only for foundation concrete & concrete works in bridge  substructures where reinforcement is not provided for structural strength or reinforcement provided is only nominal for temperature stresses etc. When Portland, Pozzolana cement is used it is to be ensured that proper damp caring of concrete is done at least for 14 days & supporting for work is not removed till concrete has attained  at least 75%  of the design strength.

In aggressive environment, where SO3 & Cl  ions are present in abundance, preferably  ordinary Portland cement with moderate sulphate  resisting properties conforming to specifications as given in table below may be used.

Specification for ordinary Portland cement (with moderate sulphate resisting properties.)


Sr No.

Characteristics

Limits

 

 

Not less  than

Not more than

1

Ratio of Percentage of lime to percentage of silica, alumina & iron oxide, when calculated by the formula given in IS.269. 

 

.0. 80

1.02

2

Ratio of percentage of alumina to that of Iron oxide.

 0.86

-                                                       

3

Magnesia, (%age by wt.)

-

5.0

4

Loss on ignition (%age by wt.)

-

4.0

5

Tricalcium aluminate content (C3A)(%)

6.00

10.00

6

Tricalcium aluminate content (C3S)(%)

40.00

-

7

Physical properties fineness (cm2/g)

2800

3200

8

Soundness ‘Le chatalief’ method

-

5mm

9

Setting time (a) Initial (In minutes)

                     (b) Final (In minutes)

60

-

-

600

10

Compressive strength

(a)     07 days (N/mm2)

(b)     28 days  (N/mm2)

 

29.5

41.7

 

-

-

 

NOTE : The method of testing to determine the above characteristics and ascertaining the results, shall conform to the procedure prescribed in IS 269.

 

            The cement should be of net weight 50 kg. In bags. Cement bags should be preferably ;in paper bag/Polythene bag packing & should bear the following information in legible markings.:

 

i.                     Manufactures name

ii.                   Registered trade mark of manufacture, if any

iii.                  Type of cement with ISI Code No.

iv.                  Weight of each bag in  kgs.

v.                    Date of/week of manufacture with year.

 

1.2.2          Random specimen samples of cement/Steel taken from the lot brought at site should be tested at any authorised/approved Engineering Institute of Laboratory for its physical and chemical properties as specified in the IS Specifications (IS 4031) and any other tests as specified by the Engineer or his representative. Some of the tests which should be carried out are :-

 

i.                     Compressive strength.

ii.                   Initial & final setting time.

iii.                  Consistency.

iv.                  Soundness.

These test will be got carried out by the Railway’s representative & the arrangements & cost of tests including cost of cement for testing will be borne by the contractor. Such tests should be done invariably at every change of batch of cement & at times when it is found necessary at the discretion of the Site Engineer/his representative at site.

 

2.3               To ensure quality control, test certificate from the manufactures should be produced by the contractors which should confirm to the relevant specifications.

2.4               Rejected lot should be removed from site immediately by contractor.

 

3.0           CEMENT CONTENT &WATER CEMENT RATIO: The appropriate value of minimum cement content & maximum free water cement ratio for different exposure conditions are given below for RCC & PCC separately.

 

 

                                PCC

RCC

Sr

No

Exposure

Minimum cement content (Kg /m3)

Maximum  free water -cement ratio

Minimum cement content (Kg /m3)

Maximum free  water -cement ratio

1

Mild

220

0.60

300

0.55

2

Moderate

240

0.60

300

0.50

3

Severe

250

0.50

320

0.45

4

Very severe

260

0.45

340

0.45

5

Extreme

280

0.40

360

0.40

 

      Adjustment  to minimum cement contents for aggregates other than  20mm nominal maximum size. 

 

Sr no

Nominal Maximum aggregate size.    (mm)

Adjustments to minimum cement contents in table-(kg/m3)

1

 10.

+40

2

20

0

3

40

-30

 

            However, cement content in excess of 500 Kg/M3 should not be used unless special consideration has been given in the design to the increased risk of cracking due to shrinkage in this sections or to early thermal cracking or the increased risk of damage due to alkali silica reactions.

 

CONSUMPTION USE AND ACCOUNTAL

            The consumption or use of cement in the works will be at the rate of quantities specified for each item requiring nominal mix & as required for design mix.

 

            In case of designed mixes of concrete, the contractors should submit the design of mix duly done by any approved Engineering Institute of Laboratory & the cement required as specified in the design should be used to achieve the specified strength of the concrete.

 

            Proper accounts of the cement for receipt, consumption, balance etc. should be maintained at site duly verified and signed by the contractors and the Railway’s representatives.

 

            In cases if the cement consumed in the work is lesser than specified, the cost of such cement used less, will be recovered from the contractor’s bill at twice the market rate increased by 20% codal charges not with standings the fact that required strength is achieved by less Qty. of cement used and also provided such works are qualitatively.

 

            Otherwise acceptable to the Railways. In case of excess consumption no extra cement will be paid to the contractor(s)

 

1.4.4          The cement should be fresh & generally within three months of age. If the cement is elder than 3 months test should be carried out for its loss of strength & other properties and addl./extra Qty. of cement will be used, as decided by the site engineer to achieve the required strength. No extra payment will be made by the Railway for such addl. Quantity used by the contractor.

1.4.5          Cement brought at the site by the contractors for a particular work should not be taken to other works/sites without the written approval/permission of the Railway’s Site Engineer.

1.4.6          Any cement left out on completion of works will be the property of the contractor. The contractor will be at liberty to dispose of the leftover cement. Railway will neither takeover the leftover cement nor will compensate the contractor in any manner what-so-ever.

 

 

              

 

 


 

2.0.0          STEEL

2.1.0          GENERAL

2.1.1          Railway will not supply any steel for the works included in this tender.

2.1.2          Mild/Ribeed Torque steel bars of various diameters for reinforcement in RCC works & for other items of works as required and structural steel for fabrication items of work will be procured and transported to site by the contractor(s) at his/their own cost.

2.1.3          The steel bars/structural steel shall confirm to the relevant IS Specifications M.S Bars should confirm to IS 432 (Part-II) 1982 & Torque steel should confirm to IS 1786/1985 in standard lengths.

2.1.4          The contractor(s) shall purchase good quality and defect free steel only from the steel plants/stock yards of SAIL, TISCO or TISCO or their authorised rollers, under proper test certificates.

Steel purchased from any other sources other than the above will not be permitted to be used in the work.

2.1.5          The steel brought at site should be properly dia meter wise separately and protected from contract with earth water etc. Wherever the treatment of the steel against the corrosion is specified the same should be done as specified in the Item and specification.

2.1.6          It is entirely  contractor’ s responsibility  to safe guard the steel from damage loss & theft etc. & railways will not pay any compensation for any such loss, damage or theft.

2.1.7          The rate for the items of RCC works is exclusive of the cost of the steel & is only for the concrete work with the specified mix but inclusive of cutting, bending, hooking & placing of steel reinforcement.

2.1.8          The cost of the steel will be paid under a separate suitable items as provided in the tender schedule.

2.2.0          QUALITY AND TESTING

2.2.1          The quality of the steel and source of purchase will be as mentioned in para 2.1.4.

The contractor/s should submit test certificate, from the manufactures for each lot & diameter of the steel bars brought by the contractor.

In  addition to the test certificate, Railways will conduct necessary test through any  authorised/ recognized Engineering Institute or Laboratory, taking sample cut pieces from a lot of steel brought by the contractors. These test will be conducted for each dia of the bars separately for their physical, chemical, & Engineering properties as specified in the I.S. Codes. All arrangements & the cost of test including the cost of

the test pieces will be borne by the contractor. No extra payment will be made by the Railways on this account.

 

2.2.2          Rejected material should be removed from the site by the contractor.

 

2.3.0          CONSUMPTION AND ACCOUNTAL.

 

2.3.1          The steel should used in the work as shown in the approved drawing. Over laps, if necessary, should be provided as required by design and specification, but no payment shall be made for extra steel used for providing over laps.

2.3.2          Proper account will be maintained in the registers regarding consumption balance etc. Duly signed by the contractor and Railway’s representative.

2.3.3          For the purpose of payment, linear measurement of bars used for the work will be converted into mass unit by multiplying the former by the standard unit weight. No overlaps will be accounted for the payment no rolling margin will be considered. The cut pieces, wastage and the left over materials will be disposed off by the contractor. Railways will not pay any compensation for such cut piece, wastage or balance left out material.

2.3.4          The steel brought at site by the contractor for a particular work should not be shifted to other works/site without the written approval/permission of the Railways.

 

 

 

 

SPECIAL CONDITION FOR DESIGN AND DRAWING

       

1.1.1          The Drawing & Design shall confirm to relevant statuary position of

 

 ( I ) I RS code of practice for the design of sub structure and foundation of bridges with all correction slip.     

 (ii) I R S concrete bridge code with all contractor slips.

 (iii) I R Bridge Mannul  1998

 (iv) Relevant I S code .

 (v) Bridge rules latest with up to date correction slips and all other necessary I S , I R S ,B S.   with up to   date correction slip required for design should be procured by contractor and as and when required    code should be presented by contractor to railway .Reference to the slandered adopted shall be given in the relevant document as are not readily available indigenously shall be supplied as required . Relevant codes to be followed and in case different situations of codes about some matter the decision of the railway shall be final . The list of the code / manual etc. followed must be submitted alongwith drawing. 

 

1.1.2          The design procedure shall include examination of construction i.e mass Concrete / RCC for sub- structure and adoption of most economic and cost effective type of construction consistent with the locally available materials and construction techniques in consultation with railway (minimum M-25 for mass concrete and M-30 for reinforcement concrete or higher grade of cement concrete and for PSC Girder minimum M-40 will be used ) .

1.3        If any site data in addition to the information furnished to the tenderer is    required,  the same shall be obtained by contractor, as considered necessary for reliable and economic design from his own resources. Railway may assist in getting information   through recommendory letter.

1.4        The contractor shall prepare general arrangements and detailed structure drawing complete in all respect for being used as contract drawing for construction. At least six copies each of such drawing including revision there to shall be supplied by contractor. The level of detailing, quality of drafts mon-ship and the scale adopted for the drawing shall be such as to provide complete information for execution of work and free from any ambiguities. The decision of the engineer about the adequacy of the drawing in this regard shall be final and conclusive. The contractor will have to provide one copy of the approved drawing in reliable CD/for record purpose for no extra payment will be made.                                                                                                                                                            


Specification and Condition

 

1.         Contractor is required to visit the individual site of bridges at his own      

Cost to make him conversant with the work, though founding details for bridges will be given by railway. However for any bridges if any details required will be collected by the contractor from site for which no extra payment will be made.

2.         Standard loading will be considered as per MBG loading 1987.

3          Minimum M-25 design mix concrete for plain concrete and M-30 design mix for reinforcement concrete work will be used.

Before detail designing of bridges, a general arrangement drawing will be prepared in consultation with field officers of the railway and got approved by the railway (two copies of GAD will be submitted along with a tracing film ) .

5          All the  drawings have to be prepared in the latest version of Auto CAD .

6          Contractor shall have the responsibility of getting the drawing approved . Contractor  shall have to attend the head –quarters office at Jabalpur promptly at his own  cost , whenever called upon him to do in this regard or otherwise . Any delay on there account shall be treated as delay on        contractor’s account .

7          During the checking of drawings if necessary corrections as desired by competent  authority will be made in the tracing film .& CD also for which no extra payment  will be made .

8                     The  contractor will submit the calculation and summary of the  quantities of the items involved for executing the work , schedule of reinforcement along the scheme and specification of working in construction .            

9 .        contractor  will submit the proposed quality control measures to be adopted before  during and after construction . Number of test and frequency of various test for different materials to achieve required level of quality. Contractor will also submit the list of equipment required to set-  up  field laboratory.   

   9.      The decision of the engineer in charge will  be final and conclusive.

           

           

                                                                                                                                                                                                                                               

 


 

STRUCTURAL CONCRETE

 

1.1        Cement

 

            i)          Ordinary Portland Cement (of approved grade) conforming to IS: 8112 shall be used for cast-in-situ construction.

 

ii)                   C3A content of OPC should be between 5 to 8 percent.

 

iii)                  Reputed manufacturer, viz. Gujarat Ambuja, L&T, ACC, Rajashree, Birla super cement is only to be used.

 

1.2        Fine Aggregates (Sand)

 

            i)          Creek sand shall not be used in permanent work.

 

            ii)          Sand, if found too coarse, shall be suitably blended with finer sand obtained from approved resources to obtain the desired grading. The provision of two types of sand, their stacking separately and their mixing in the specified proportions shall be at the contractor’s cost.

 

                        The sand shall not contain silt more than a total of 3% by weight and shale, clay, and other structurally week particles a total of 2% by weight. Chloride content in washed sand shall not be greater than 0.04% by weight.

 

            iii)         The grading of the sand shall conform to IS: 2386.

 

                        The sand shall be screened on a 4.75 mm size screen to eliminate over-size particles.

 

                        The sand shall be washed in screw type mechanical washers in potable water to remove excess silt, clay and chlorides. The screening and washing of sand shall be completed at least one day before using it in concrete.

 

                        The washed sand shall be stored on a sloping concrete platform and in such a manner as to avoid contamination.

 

1.3        Coarse Aggregates

 

            i)          Coarse aggregates for the works shall be crushed stone conforming to IS:383, obtained from approved sources. Only quarries having jaw crushers with choke feeding arrangement producing aggregates of nearly cubical shape shall be approved.

 

            ii)          Coarse aggregate containing flat or flaky pieces or mica shall be rejected.

 

            iii)         The aggregates shall be subjected to tests in accordance with IS:2386 as may be ordered by the Engineer.

 

            iv)         Aggregate shall be stored in such a way as to prevent segregation of sizes and avoid contamination with fines and other undesirable material.


 

1.4        Water

 

            i)          Creek water shall not be used Potable water from piped supply of proper quality should be used.

 

            ii)          The permissible limits for solids shall be as follows :

 

 

Permissible limits (Max.)

Organic

200 mg/lit.

Inorganic

3000 mg/lit.

Sulphates (SO4)

500 mg/lit.

Chlorides (Cl)

300 mg/lit.

Suspended matter

2000 mg/lit.

Alkalies

10 mg/lit.

Acidic material

2 mg/lit.

 

            iii)         The PH value shall not be less than 6.

 

1.5        Storage of Materials

 

1.5.1     General

 

All materials may be stored at proper places so as to prevent their deterioration or intrusion by foreign matter and to ensure their satisfactory quality and fitness for the work. The storage space must also permit easy inspection, removal and restorage of the materials. All such materials even though stored in approved godowns / places, must be subjected to acceptance test prior to their immediate use.

 

1.5.2     Aggregates

 

Aggregate stockpiles may be made on ground that is denuded of vegetation, is hard and well drained. If necessary, the ground shall be covered with 50 mm plank.

 

Coarse aggregates, unless otherwise agreed by the Engineer in writing, shall be delivered to the site in separate sizes (2 sizes when nominal size is 25 mm or less and 3 sizes when the nominal size is 32 mm or more). Aggregates placed directly on the ground shall not be removed from the stockpile within 30 cm of the ground until the final cleaning up of the work, and then only the clean aggregate will be permitted to be used.

 

In the case of fine aggregates, these shall be deposited at the mixing site not less than 8 hours before use and shall have been tested and approved by the Engineer.

 

1.5.3     Cement

 

Cement shall be transported, handled and stored on the site in such a manner as to avoid deterioration or contamination. Cement shall be stored above ground level in perfectly dry and water-tight sheds and shall be stacked not more than eight bags high. Wherever bulk storage containers are used their capacity should be sufficient to cater to the requirement at site and should be cleaned at least once every 3 to 4 months. Cement older than 3 months from the date of manufacture shall not be used.

 

Each consignment shall be stored separately so that it may be readily identified and inspected and cement shall be used in the sequence in which it is delivered at site. Any consignment or part of a consignment of cement which had deteriorated in any way, during storage, shall not be used in the works and shall be removed from the site by the Contractor without charge to the Employer.

 

The Contractor shall prepare and maintain proper records on site in respect of delivery, handling, storage and use of cement and these records shall be available for inspection by the Engineer at all times.

 

The Contractor shall make a monthly return to the Engineer on the date corresponding to the interim certificate date, showing the quantities of cement received and issued during the month and in stock at the end of the month.

 

Testing

 

A sample shall be tested from every batch of cement delivered on site or once for every 1000 bags whichever is more frequent. Tests shall be carried out for fineness, initial and final setting time, and compressive strength (IS: 4031) and the results approved by the Engineer before use of the cement in permanent works. Samples shall be taken immediately on receipt of cement at site. The methods and procedure of sampling shall be in accordance with IS: 3535. The Engineer may specify other forms of sampling and tests including chemical analysis, (IS: 4032) fi in his opinion the cement is of doubtful quality; the costs of such additional tests shall be borne by the contractor.

 

 

1.5.4     Reinforcement / Untensioned Steel

 

Supply from primary manufacturers such as SAIL, TISCO, etc. will be taken. The reinforcement bars, when delivered on the job, shall be stored above the surface of the ground upon platforms, skids, or other supports, and shall be protected from mechanical injury and from deterioration by exposure.

 

Inspection

 

Every bar shall be inspected before assembling on the works and any defective, brittle, excessively rusted or burnt bars shall be removed. Cracked ends of bars shall be cut out.

 

1.6        Design Mix

 

1.6.1     For all items of concrete only design mix shall be used. Prior to the start of construction, the Contractor shall design the mix and submit to the Engineer for approval, the proportions of materials to be used.

 

1.6.2     Requirements of Consistency

 

The mix shall have the consistency which will allow proper placement and consolidation in the required position. Every attempt shall be made to obtain uniform consistency.

 

The slump of concrete shall be checked as per IS:516.

 

1.6.3     Requirements for Designed Mixes

 

1.6.3.1  Trial mixes : (For strength)

The contractor is entirely responsible for the design of the concrete mixes.The design is however to be approved by the Engineer. At least 5 weeks before commencing any concreting in the works, the contractor shall make trial mixes using samples of coarse aggregates, sand, water, super plasticizer and cement, typical of those to be used in the works, and which have been tested in an approved laboratory. A clean dry mixer shall be used and the first batch discarded.

 

The cement content for different grades of concrete and the required average strength at 28 days for which the mixes shall be designed as per IS: 10262 and as approved by the Engineer-in-charge.

 

The concrete mixes shall be designed on the basis of required strength, desired workability, the maximum size of aggregate and also the various grades of cement as specified in IS : 10262 – 1982, clause 3.1.1. Accordingly, the required cement content shall be ascertained. The contractor may be allowed to use either approved super plasticizer or increased cement content to achieve the required strengths at his own request.

 

For each grade a total of 18 cubes shall be made. Of these 18 cubes made, not more than 6 may be made on any day and further, of the 6 cubes made in one day not more than 2 cubes may be made from any single batch. 9 of these cubes each representing a different batch of concrete shall be tested at the age of 7 days and the remaining 9 cubes shall be tested at the age of 28 days. The making of cubes, their curing, storing, transporting & testing shall be in accordance with Indian Standards IS : 516. The test shall be carried out in a laboratory approved by the Engineer.

 

If the average strength of the concrete cubes falls below the required target mean strength (f’cm) fresh preliminary mixes for then grade shall be made as before, until the trial mixes yield cubes of compressive strength at 28 days greater than the required average target mean strength (f’cm) at that age.

 

Whenever there is significant change in the quality of any of the ingredients for concrete, the Engineer may at his discretion order to carry out of fresh trial mixes. All costs for trial mixes & tests shall be to the contractors account and held to be included in the contract rates.

 

Before commencing the work, the contractor shall submit to the Engineer for approval full details of the preliminary trial mixes and tests.

 

When the proportions of a concrete mix have been approved by the Engineer, the contractor shall not vary the quality or source of the materials or the mix without the written approval of the Engineer.

 

1.6.4     Size of Coarse Aggregate

 

The size (maximum nominal) of coarse aggregates for concrete to be used in various components shall be given as Table 3.


 

Table 3

 

 

Components

Max. Nominal Size of Coarse Aggregate

i)

Nominal mix

40

ii)

RCC solid type piers and abutments

40/20

iii)

All other RCC work

20

iv)

PSC work

20

 

The proportions of the various individual size of aggregates shall be so adjusted that the grading produces densest mix and the grading curve corresponds to the maximum nominal size adopted for the concrete mix.

 

1.6.5     Mixing Concrete

 

Concrete shall be mixed either in a concrete mixer or in a batching and mixing plant, as per these specifications. Hand mixing shall not be permitted. The mixer or the plant shall be at an approved location considering the properties of the mixes and the transportation arrangements available with the Contractor. The mixer or the plant shall be approved by the Engineer.

 

Mixing shall be continued till materials are uniformly distributed and a uniform color of the entire mass is obtained, and each individual particle of the coarse aggregate shows complete coating of mortar containing its proportionate amount of cement.

 

Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in a new batch. Unless otherwise agreed to by the Engineer, the first batch of concrete from the mixer shall contain only two thirds of the normal quantity of coarse aggregate. Mixing plant shall be thoroughly cleaned before changing from one type of mix to another.

 

1.6.6     Transporting, Placing and Compaction of Concrete

 

The method of transporting and placing concrete shall be approved by the Engineer. Concrete shall be transported and placed as near as practicable to its final position, so that no contamination, segregation or loss of its constituent materials takes place. Concrete shall not be freely dropped into place from a height exceeding 1.5 metres.

 

When concrete is conveyed by chute, the plant shall be of such size and design as to ensure practically continuous flow. Slope of the chute shall be so adjusted that the concrete flows without the use of excessive quantity of water and without any segregation of its ingredients. The delivery end of the chute shall be as close as possible to the point of deposit. The chute shall be thoroughly flushed with water before and after each working period and the water used for this purpose shall be discharged outside the formwork.

All formwork and reinforcement contained in it shall be cleaned and made free from standing water, dust, snow or ice immediately before placing of concrete.

 

No concrete shall be placed in any part of the structure until the approval of the Engineer has been obtained.

 

If concreting is not started within 24 hours of the approval being given, it shall have to be obtained again from the Engineer. Concreting then shall proceed continuously over the area between the construction joints. Fresh concrete shall not be placed against concrete which has been in position for more than 30 minutes unless a proper construction joint is formed.

 

Except where otherwise agreed to by the Engineer, concrete shall be deposited in horizontal layers to a compacted depth of not more than 450 mm.

 

Concrete when deposited shall have a temperature of not less than 5 degrees Celsius, and not more than 40 degree Celsius. It shall be compacted in its final position within 30 minutes of its discharge from the mixer, unless carried in properly designed agitators, operating continuously, when this time shall be within 1 hour of the addition of cement to the mix and within 30 minutes of its discharge from the agitator. It may be necessary to add retarding admixtures to concrete if trials show that the periods indicated above are unacceptable. In all such matters, the Engineer’s decision shall be final.

 

Concrete shall be thoroughly compacted by vibration or other means during placing and worked around the reinforcement, tendons or duct formers, embedded fixtures and into corners of the formwork to produce a dense homogeneous void-free mass having the required surface finish. When vibrators are used, vibration shall be done continuously during the placing of each batch of concrete until the expulsion of air has practically ceased and in a manner that does not promote segregation. Over vibration shall be avoided to minimise the risk of forming a weak surface layer. When external vibrators are used, the design of formwork and disposition of vibrator shall be such as to ensure efficient compaction and to avoid surface blemishes. Vibrations shall not be applied through reinforcement and where vibrators of immersion type are used, contact with reinforcement and all inserts like ducts etc., shall be avoided. The internal vibrators shall be inserted in an orderly manner and the distance between insertions should be about one and half times the radius of the area visibly affected by vibration. Additional vibrators in serviceable condition shall be kept at site so that they can be used in the event of breakdowns.

 

Mechanical vibrators used shall comply with IS:2502, IS:2506, IS:2514 and IS:4656.

 

1.6.7     Construction Joints

 

Sequencing of concrete placement should be organised in such a way that cold joints are totally eliminated. The sequence of concreting shall be submitted for approval of Railway prior to concreting of the structural element.

 

All construction joints, if any provided, shall be treated with epoxy compound after preparing the surface with V-notch, cleaning etc. complete to the satisfaction of the Engineer.

 

1.6.8     Concreting Under Water

 

All concreting shall be done under dry conditions & no concreting under water conditions shall be done.

 

1.6.9     Protection and Curing

 

Concreting operations shall not commence until adequate arrangements for concrete curing have been made by the Contractor.

 

Curing and protection of concrete shall start immediately after compaction of the concrete to protect it from :

a)         Premature drying out particularly by solar radiation and wind

b)         High internal thermal gradients

c)         Leaching out by rain and flowing water

d)         Rapid cooling during the first few days after placing

e)         Low temperature

f)          Vibration and impact which may disrupt the concrete and interfere with its bond to the reinforcement

Where members are of considerable size and length, with high cement content, accelerated curing methods may be applied, as approved by the Engineer.

 

 

 

1.6.9.1  Water Curing

 

Water for curing shall be as specified suitable for concreting.

 

Sea water shall not be used for curing. Sea water shall not come into contact with concrete members unless it has attained adequate strength.

 

Exposed surface of concrete shall be kept continuously in a dump or wet condition by ponding or by covering with a layer of sacks, canvas, Hessian or similar materials and shall be kept constantly wet for a period of not less than 14 days from the date of placing of concrete.

 

1.6.9.2  Curing compound

 

Curing compounds shall normally not be used. If proposed to be used, they can be permitted at selected locations, at the directive of the Engineer.

 

1.6.10   Finishing

           

Immediately after removal of forms, exposed bars or bolts, if any, shall be cut inside the concrete member to a depth of at least 50 mm below the surface of the concrete and the resulting holes filled with cement mortar of dry pack consistency.

 

All construction and expansion joints in the completed work shall be left carefully tooled and free from any mortar and concrete. Expansion joint filler shall be left exposed for its full length with clean and true edges.

 

The finished surfaces of concrete after removal of formwork should be such that no touching up is required. All fins caused by form joints, if any, shall be ground using electric surface grinder.

 

Immediately on removal of forms, the concrete work shall be examined by the Engineer before any defects are made good.

 

a)                  The work that has sagged or contains honeycombing to an extent detrimental to structural safety or architectural appearance shall be rejected.

 

b)                  Surface defect of a minor nature may be accepted. On acceptance of such work by the Engineer, the same shall be rectified as directed by Engineer.

 

1.6.11               Tests And Standards Of Acceptance

 

1.6.11.1            Concrete shall conform to the surface finish and tolerance as prescribed in these specifications for respective components.

 

1.6.11.2            Random sampling and lot by lot of acceptance inspection shall be made for the 28 days cube strength of concrete.

 

1.6.11.3            Concrete under acceptance shall be notionally divided into lots for the purpose of sampling, before commencement of work. The delimitation of lots shall be determined by the following :

 

i)          No individual lot shall be more than 30 cum. in volume

 

ii)          At least one cube forming an item of the sample representing the lot shall be taken from concrete of the same grade and mix proportions cast on any day.

 

iii)         Different grades of mixes of concrete shall be divided into separate lots

 

iv)         Concrete of a lot shall be used in the same identifiable component of the bridge.

 

1.6.11.4            Sampling and testing

 

1.   Concrete  for making 3 test cubes shall be taken from a batch of concrete at point of delivery into construction, according to procedure laid down in IS:1199.

 

2.   A random sampling procedure to ensure that each of the concrete batches forming the lot under acceptance inspection has equal chance of being chosen for taking cubes shall be adopted.

 

3.       150 mm cubes shall be made, cured and tested at the age of 28 days for compressive strength in accordance with IS:516. The 28 day test strength result for each cube shall form an item of the sample.

 

1.6.11.5            Test specimen and sample strength :

 

Three test specimens shall be made from each sample for testing at 28 day. Additional cubes may be required for various purposes such as to determine the strength of concrete at 7 days for any other purpose.

 

The test strength of the sample shall be the average of the strength of 3 cubes. The individual variation should not be more than + 15 percent of average.


 

1.6.11.6            Frequency

 

The minimum frequency of sampling of concrete of each grade shall be in accordance with Table 4.

Table 4

Quantity of Concrete in work, m3

No. of samples

1-5

6-15

16-30

31-50

51 and above

1

2

3

4

4 plus one additional sample for each additional 50 m3 or part thereof.

 

At least one sample shall be taken from each shift of work.

 

 

 

1.6.12   Acceptance criteria

 

1.                   The strength requirement of any particular grade of concrete will be considered satisfactory if the 28 days’ compressive strengths of individual sets (each set consists of 3 cubes) and of individual cubes satisfy the following requirements:

 

i)                     For the first five sets.

 

a)                   The average strength determined from any group of the three consecutive test cubes exceeds the specified characteristic strength (f’ ck) by not less than 0.8 times the current margin.

 

b)                   Only one individual cube test result in any set may fall below the specified characteristic strength (f’ ck) provided that this value is not less than 95% of the specified characteristic strength (f’ ck).

 

ii)                   Thereafter, provided that the average strength of any fifteen consecutive cubes exceeds the specified characteristic cube strength by at least 0.9 times the current margin ( 9 MPa ) all the subsequent test result may be considered acceptable if.

 

a)                   The average strength as determined from any group of three consecutive test cubes exceeds the specified characteristic strength (f’ ck) by not less than 0.6 times the current margin.

 

b)         Only one individual cube test result in any set may fall below the specified characteristic strength provided that this value is not less than 90% of the specified characteristic strength.

 

2.                   Whenever a mix is redesigned due to a change in the quality of aggregate or cement or for any other reason, it shall be considered a new mix and initially subject to the acceptability criteria above.

 

3.                   If the concrete produced at site does not satisfy the above strength requirements, the Engineer will reserve the right to require the contractor to improve the methods of batching, the quality of the ingredients and redesign the mix with increased cement content, if necessary. The contractor shall not be entitled to claim any extra cost for the extra cement used for the modifications stipulated by the Engineer for fulfilling the strength requirements specified.

 

4.                   It is the complete responsibility of the contractor to design the concrete mixes by approved standard methods and to produce the reinforced concrete conforming to the specification and the strength requirements approved by the Engineer. It is expected that the contractor will have competent staff to carry out this work.

 

5.         As frequently as the Engineer may require, testing shall be carried out in the field for:

 

1.       Moisture content and absorption and density of sand and aggregate.

 

2.       Silt content of sand.

 

3.         Grading of sand and aggregates.

 

4.         Slump test of concrete.

 

5.         Concrete cube test.

 

The contractor shall provide and maintain on site at all times, until the works are completed, equipment and staff required for carrying out these tests. The contractor shall grant the Engineer or his representative full access to his laboratory at all times and shall produce on demand complete records of all tests carried out on site.

 

Before concreting commences on any section of the works the contractor shall obtain approval of the Engineer or his representative as regards the formworks and reinforcements conforming to the drawings. He shall also indicate to the Engineer in writing and obtain his approval for positions of construction joints.

 

1.6.13   Cracks

 

            i)          If cracks develop in concrete construction, which in the opinion of the Engineer may be detrimental to the strength of the construction. The contractor shall dismantle the construction, carry away the debris, replace the construction and carry out all consequential work thereto.

 

            ii)          If any cracks develop in the concrete construction, which in the opinion of the Engineer, are not detrimental to the stability of the construction, the Contractor at his own expense shall grout the cracks with polymer cement grout of approved quality and also at his own expense and risk shall make good to the satisfaction of the Engineer, which in the opinion of the Engineer has suffered damage either in appearance or stability owing to such cracks. The Engineer’s decision as to the extent of the liability of the Contractor in the above matter shall be final and binding.


 

1.6.14   Defective Concrete

 

            Should any concrete be found honeycombed or in any way defective which may be suspected to affect the performance of the structure, shall be rejected outright. However, some surface defects like minor honey combing etc. not affecting the structural properties shall on the instruction of the Engineer repaired as per the approved procedure.

 

1.6.15   Tolerance in Concrete Elements

 

a)      Open Foundation

 

a)

Variation in dimensions.

:

+ 50 mm - 10 mm

b)

Misplacement from specified position in plan.

:

15 mm

c)

Surface irregularities measured with 3m  straight edge.

:

3 mm

 

            b)         Substructure

 

a)

Variation in cross-sectional dimensions.

:

+ 10 mm, - 5 mm

b)

Misplacement from specified position in plan.

:

10 mm

c)

Variations from plumb over full height.

:

+ 10 mm

 

            c)         PSC Substructure

 

i)          Pre-cast Concrete Superstructure

 

                        Variation in cross-sectional dimensions :

a)

Up to and including 2 m

over 2 m

:

:

+ 5 mm

+ 5 mm

b)

Variation in length overall and length between bearings.

:

Shall not exceed + 10 mm or + 0.1 per cent of the span length, whichever is lesser.

c)

Variation in overall depth or width.

:

+ 5 mm

 


1.6.16   Equipment

 

            Unless specified otherwise, equipment for production, transportation and compaction of concrete shall be as under :-

(a)      For production of concrete :

Concrete batching and mixing plant, 2 Nos. fully automatic with minimum capacity of 15 cu. m. per hour or 1 No. 30 cu. m. per hour.

 

All measuring devices of the equipment shall be maintained in a clear and serviceable condition. Its accuracy shall be checked over the range in use, when set up at each site and thereafter periodically as directed by the Engineer.

 

 

 

1.6.17   Measurement for Payment

 

Structural concrete shall be measured in cubic metres. In reinforced or pre-stressed concrete, the volume occupied by reinforcement or pre-stressing cables and sheathing shall not be deducted. Payment shall be made based on the dimensions as per the drawing if the structure is within prescribed tolerance.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      


 

DESCRIPTION OF CONTRACT

 

(SCOPE OF WORK)

       

Detailed scope of work involved in the tender to be given below.

       

   

Name of Work:-         Modification of GM’s Conference Hall and construction 12   

Nos. cubicals in various office of WCR at Jabalpur

 

  

Above work will involve the following activities:-

 

1.                  Construction of 12 Nos. officer’s cubicles in the existing GM’s office, S&T department office portion in DRM’s office building and hired portion in JDA building No. 8 & 9 at civic centre, Jabalpur etc.

 

2.                  Making of tables in the GM’s conference hall and other locations.

 

3.                  Wall paneling, false ceiling by POP or Gypsum board and wall texturing etc.

 

4.                  Any other miscellaneous items as per instruction of Engineer-in-charge.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 


 

“Special conditions to be quoted by the tenderer”


 

                                                                                    PROFORMA-`I’

 

WEST CENTRAL RAILWAY

       

(ENGINEERING DEPARTMENT)

       

 

                                                                                                                         

 

1.

 

Full name of contractor/Construction firm and year of establishment.

 

 

 

 

 

:

 

     2.

                                         

Registered Head Office & Postal Addressed.                                                                   

Telephone Nos. with STD No.                                                                  

 

:

 

 

 

 

        

         3.

 

Branch Office address, if any.

Telephone Nos. with STD No.

 

:

 

 

 

 

         4.

Constitution of firm (give full details including names of Partners/Executives / Power of Attorney holders, etc.)

 

 

 

:

         5.

Particulars of Registration with Government / Semi-Govt. Organization, Public Sector, Undertaking & Local Bodies etc.

 

 

:

 

 

 

 

 

       

Note: This must be filled up by the Tenderer while submitting the tender. In complete above proforma may result in rejection of the tender.  

       

       


 

 PROFORMA - II

 

WEST CENTRAL RAILWAY

       

(ENGINEERING  DEPARTMENT)

       

       

DETAILS OF WORKS  EXECUTED SIMILAR TO TENDERED WORK

      

              

 

 

Sr. No.

 

Brief Descrip- tion of work

 

Contract awarding authority

 

Agree- ment No. & Date

 

Cost

of

Work

Date of commen- cement of work

Date of comple- tion as per agreement

Actual date of comple- tion

Whether arbitration demanded or not

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Note: Tenderer should submit the details in the separate sheet on the above   proforma while submitting the tender.   Incomplete above proforma may result in rejection of the tender. The supporting certificates should be submitted alongwith the tender.

___________________________________________________________________


                                                                                    PROFORMA - III

 

WEST CENTRAL RAILWAY

       

       

(ENGINEERING DEPARTMENT)

       

       

 DETAILS OF ALL CIVIL ENGINEERING WORKS CARRIED OUT

 DURING PAST THREE YEARS

       

       

 

 

Sr. No.

 

Brief descrip- tion of work

 

Contract awarding authority

 

Agree- ment No. & Date

 

Cost

of

Work

Date of commen- cement of work

Date of comple- tion as per agreement

Actual date of comple- tion

Whether arbitration demanded or not

 

 

 

 

 

 

 

 

 

 

 

               

       

Note: Tenderer should submit the details in the separate sheet on the above   proforma while submitting the tender.   Incomplete above proforma may result in rejection of the tender. The supporting certificates should be submitted alongwith the tender.

 

       

                                                                                                            PROFORMA - IV

 

WEST CENTRAL RAILWAY

                

(ENGINEERING DEPARTMENT)

       

       

details of works in hand

 

               

 

 

Sr. No.

 

Brief descrip- tion of work

 

Contract awarding authority

 

Agree- ment No. & Date

 

Cost

of

Work

Date of commen- cement of work

Date of comple- tion as per agreement

Remarks

 

 

 

 

 

 

 

 

 

 

        

Note: Tenderer should submit the details in the separate sheet on the above   proforma while submitting the tender.   Incomplete above proforma may result in rejection of the tender. The supporting certificates should be submitted alongwith the tender.

___________________________________________________________________

                                                                                                               PROFORMA - V

 

WEST CENTRAL RAILWAY

       

(ENGINEERING DEPARTMENT)

               

DETAILS OF PLANTS & MACHINERY OWNED BY TENDERER

       

       

Sr. No.

Particulars of equipments

No. /

Unit

Kind /

Make

Capacity

Age and Condition

R e m a r k s

 

 

 

 

 

 

 

 

 

 

 

 

Note: Tenderer should submit the details in the separate sheet on the above   proforma while submitting the tender.   Incomplete above proforma may result in rejection of the tender. The supporting certificates should be submitted alongwith the tender.

 

       

       

       

       

       

       

       

       

       

        PROFORMA - VI

                              

WEST CENTRAL RAILWAY

 

 

(ENGINEERING DEPARTMENT)

 

 

PARTICULARS OF TECHNICAL STAFF TO BE EMPLOYED ON THE WORK

       

       

 

Sr.

No.

Name &

Designation

Qualification

Professional

Experience

R e m a r k s

 

 

 

 

 

 

 

 

 

 

Note : Supporting documents should be attached.

            

 

            I hereby certify that no retired Engineer/Gazetted Officer of the Railways who has retired within 2 years of date of submission of tender and has not obtained permission of competent authority has been engaged by me/our firm.  I also certify that none of my relative is engaged in Engineering Department in West Central Railway.


PROFORMA - VII

 

                              

WEST CENTRAL RAILWAY

 

(ENGINEERING DEPARTMENT)

 

DELCARATION   FOR  SITE VISIT

 

 

 

 

                        I / We hereby solemnly declare that I / We visited the sites of works personally and have made myself / ourselves fully conversant of the conditions therein and in particular the following: -

 

1)      Topography of the area.

 

2)       Soil strata at site of work

 

3)      Sources and availability of construction materials.

 

4)       Rates for construction materials, water, electricity including all local taxes, royalties, octroi etc.

 

5)       Availability of local labour (both skilled and un-skilled) and relevant labour rates and labour laws.

 

6)      Existing roads and approaches to site of work.

 

7)       Availability and rates of private land etc.  required by me / us  for various purposes.

 

8)      Climatic conditions and availability of working days.

 

9)      Any taxed imposed by the State/Central Govt. will be binding me during the execution of the work.

 

 

 

       I / We have quoted my / us rates for various items in the tender schedule taking into account all the above factors also.

 

 

 

 Signature of Tenderer / s

 

    

 


ACCEPTANCE OF TENDER

       

       

            I accept the Tender on reverse and agree to pay the rate as entered in the schedule of rates and quantities at_______________ per cent ABOVE/BELOW/AT PAR with the schedule of rates and quantities for M.S. Items and at rates indicated below for N.S. items.

       

 

 

 

                                   

                                                                                    Chief Engineer  ……………

Divisional Railway Manager (Wks)

Deputy Chief Engineer(constn)

Executive Engineer(Constn.)  

West Central Railway

                                                                                    For and on behalf of

                                                                                    THE PRESIDENT OF INDIA

       

 

                                                                                                                                                                                                                        Date__________________     

 

CONTRACTOR/S

 

 

 Witnesses:

       

        (1) _________________________     

       

       

        (2) _________________________

       

       
                    

 

ELIGIBILITY CRITERIA

 

OPEN TENDER – COSTING ABOVE RS. 10 LAKH.

 

Only those firms, which in their individual capacity who satisfy the following criteria need to quote for this tender: -

 

(i)   Should have completed at least one work of similar type for a minimum value of 35% of Advertised Tender Value of the subject work during the last three years (i e, current year and three previous financial years).

 

(ii)  Should have valid Revenue / Banker’s Solvency Certificate of 40% of Advertised Tender Value of work.

 

(iii) Total contract amount received during the last three financial years should be minimum 150% of the Advertised Tender Value as per attested certificate from the employer/client, audited balance sheet duly certified by the Chartered Accountant etc.

(iv) In addition to the above or different eligibility criteria have been provided in the tender notice shall also be applicable.

 

NOTE: -          The eligibility criteria regarding Solvency Certificate shall not be required for the work costing less than Rs. 1 (one) crore.

 


The list of documents to be attached is given as below for the system of tendering. The tender will be opened at the time & date mentioned in the Tender Notice and is consists of the following:-

 

  i)           Earnest money in standard format.

ii)            Attested certificate from the employer/client, Audited balance sheet duly certified by the Chartered Accountant etc.

iii)           List personnel, organization available on hand and proposed to be engaged for the subject work.

iv)           List of plant and machinery available on hand (own) and proposed to be inducted (own and hired to be given separately) for the subject work.

v)            List of works completed in the last three financial year giving description of the work, organization for whom executed, approximate value of the contract at the time of ward, date of award and dated of scheduled complete  of the work. Date of actual start, actual completion and final value of the contract should also be given.

vi)           List of work on hand indicating the description of the work, contract value, and approximate value of balance work yet to be done and date of award.

vii)          Bio data’s of Engineers and other technical staff to be engaged for this work.

 

viii)         Partnership deed.

 

ix)           Power of Attorneys.

 x)           Tender documents duly signed & completed, (Schedule of items, rates and quantities, mode of payment).

xi)           Any other document the tenderers may like to submit in support of his credentials /scheme.

 

Note:      1. In case of item No. (v) and (vi) above, supporting documents/certificate from the organization with whom they worked / are working should be enclosed.

 

               2. Certificate from the private individual for whom such works are executed / being executed may not be accepted.

 


CONDITIONS OF TENDER

       

1.      The drawings for the works can be seen in the concerned Office, at any time during office hours.

       

2.      General Conditions of Contract and Specifications for materials and works in the concerned office or obtained on payment at prescribed rate at any time during office hours. 

    

3.      The Tenderer/Tenderers shall quote his/their rates with reference to each item as shown in the attached Schedule.  The contractor must offer a single percentage rate for all M.S. items and for N.S. items single percentage or individual item wise rate as the case may be (as indicated in schedule).   The  quantities  shown  in  the  attached Schedule are given as a  guide  and  are approximate  only and are subject to variation according  to  the needs  of  Railway.  The Railway accepts no responsibility for their accuracy.  The Railway does not guarantee work under each item of the Schedule.

 

All rates for the each item of works should be written in words as well as in figures at all the pages wherever applicable.  In case of discrepancies between the rate quoted in figures and words, the rate quoted in words will prevail. . If the tenderer failed to quote the rate of any item of the schedule as mentioned his/their tender will summarily rejected treating the same as incomplete tender.

        

        4.   Tender containing erasures and alterations of the tender document are liable to be rejected.  Any correction made by the Tenderer/Tenderers in his/their entries must be attested by him/them.

       

        5.    The works are required to be completed within a period of   completion as mentioned in the tender notice from the date of issue of acceptance letter.

       

        6.    The  tender must be accompanied by a required Earnest money deposited in cash or in any forms mentioned in  the tender notice/tender document failing which the tender will be summarily  rejected.

 

               The tenderer shall hold the offer open till such date as may be specified in the tender.  It is understood that  the  tender  documents have been sold/issued to the tenderer and the  tenderer is being permitted to tender in consideration of the  stipulation on his part that after submitting his tender, he will not  resile from  his offer or  modify  the   terms  and   conditions  thereof   in   a manner   not   acceptable  to   the   Chief   Engineer / Deputy Chief Engineer/ Executive Engineer/Divisional Railway Manager/Divisional Engineer of the West Central Railway.   Should the tenderer fail to observe or comply with the foregoing stipulation, the amount deposited as security for the due performance of the above stipulation shall be forfeited by the Railway.   If the tender is accepted, the amount of earnest money will be held as part of security deposit for the due and faithful fulfillment of the contract.  The earnest money of the unsuccessful tenderer will as therein before provided be returned to the unsuccessful tenderers but the Railway shall not be responsible for any loss or depreciation that may happen to the security for the due performance of the stipulation to keep the offer open for the period specified in the tender documents or to the earnest money while in their possession, nor be liable to pay interest thereon.       

7.      It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.               

           

        8.  If the tenderer deliberately gives / tenderers deliberately give wrong information in his/their tender or creates/create circumstance for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.

       

        9.    If a tenderer expires after the submission of his tender or after the acceptance of his tender, the Railway shall deem such tender as cancelled.  If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.

 

10.   As far as possible the tenderers bid should not have any condition or specification or assumption contrary to the provisions in these tender documents on which the tenderers bid is based, shall be supplemented by the details of exact financial implications if applicable. Tenderers special conditions, not in conformity with the tender specifications, are required to be listed separately. It needs to be emphasized that only such conditions/stipulations which are at variance with the tender conditions stipulated such special condition taking into account the restrictions mentioned elsewhere in the tender document. Only such of the special conditions/specifications stipulated by tenderers which have been specifically approved by the Railways in writing shall be deemed to have been accepted by the Railways. Any other tenderers conditions/stipulations are at variance with the tender conditions provisions shall be withdrawn by the tenderers.

 

   The special conditions quoted by the tenderers shall liable to be rejected. If any special conditions are required to be quoted by the tenderer which should be write on the page No. 19 as “Special conditions to be quoted by the tenderer” of this tender document. Special conditions quoted at other than this page will not be entertained.

 

11. The tenderers shall inspect the proposed site of Building, and acquaint himself/themselves with the site conditions, working hours, layout of lands, and all relevant items connected with the execution of the work.

12.   RIGHTS OF RAILWAY TO DEAL WITH TENDER :

 

The authority for the acceptance of the tender will rest with the Railway which does not bind itself to accept the lowest or any other tender nor does the Railway undertake to assign reason for declining to consider or reject any particular tender or tenders.

 

13.          EXECUTION OF CONTRACT DOCUMENTS:

 

13.1        The successful tenderers shall be required to execute an agreement with the Railway for carrying out the works according to “General Conditions of Contract”, special conditions of this tender.


13.2        The tenderers whose tender is accepted shall be required to appear at the concerned office of West Central Railway in person in case of a firm or corporation a duly authorized representative shall so appear to execute the contract documents within seven days after issued of acceptance letter to him. Failure to do so shall constitute a breach of the agreement effected by the acceptance of the tender in which case the full value of the earnest money accompanying the tender shall stand forfeited without prejudice to any other right or remedies.

 

14.           ERRORS, OMISSIONS AND DISCREPANCIES :

 

The tenderers shall not take any advantage of any misinterpretation of the condition due to typing or any other error & if in doubt shall bring to the notice of Engineer without delay. In case of any contradiction only the printed rules and books should be followed and no claim for the misinterpretation shall be entertained. In addition provision contained in the clause of General Conditions of Contract shall also be applicable.

 

15.                    NOTICE TO PUBLIC BODIES :

 

The contractor/s shall give to the Airport Authority, JDA, municipality, police and other authorities all notices that may be required by law and obtain all requisite licence, permissions, clearances and pursuance will be done by the Architect / Consultants / Contractors and statutory charges will be paid by the Contractor (s) for such work, which may be liveable on account of his operation in executing the work.

 

16.                 EXCEPTED MATTER :

All measurements, methods or measurements meaning and intent of specifications and Interpretation of special conditions of contract, given and also made by the Railway or by the Engineer on behalf of the Railway shall be final and binding and shall be considered “Excepted matters” in terms of condition of the General Conditions of Contract and will strictly stay outside purview of any arbitrations limit and will not be arbitrable.

17.                 SIGNING OF CONTRACT DOCUMENTS :

 

17.1        The tenderer/s whose tender is accepted shall be required to appear at the concerned office of West Central Railway in person or in a firm or corporation duly authorized representatives shall so appear and to execute the contract documents within seven days after notice that the contract has been awarded to him.

 

17.2        Failure to do so shall constitute a breach of the agreement affected by the acceptance of the tender in which case the full value of the earnest money accompanying the tender shall stand forfeited without prejudice to any other rights or remedies.

 

17.3        In the event of any tenderer’s whose tender is accepted shall refuse to execute the contract documents as herein before provided. The Railway may determine that such tenderer/s has/have abandoned the contract and there upon his/their tender and the acceptance thereof shall be treated as cancelled and the Railway shall be entitled to forfeit the full amount of the earnest money and to recover the liquidated damages for such default.

 

18.          LIQUIDATED DAMAGES :

 

               In case the work is delayed due to reasons attributable to the Railway or the contractor/s the completion period of the contract shall be extended in accordance with the provision of General Conditions of Contract.

 

19.           The tenderer is required to produce following documents along with original tender papers duly filled in & signed at all pages.

       

               i)      Earnest money in proper form 

                 

ii)        Proforma No. I, II,III,IV, V, VI & VII (attached herewith) 

 

(a)    Proforma  No.I   :- Particulars of tenderer.

(b)    Proforma  No.II  :- Details of works executed similar to tendered work.

(c)    Proforma No.III :-Details of all Civil Engg. Works carried out during past three years.

(d)    Proforma No.IV :-Details of  Works in hand.

(e)    Proforma No.V  :-Details of Plant & Machinery :

(A) Owned by the tenderer.

                                    (B) Proposed to be hired by the tenderer.

(f)      Proforma No. VI :- Particulars of Technical staff to be employed on the work

(g)    Proforma No.VII :- Declaration of  site visit.  

   

               iii)      Method statement, PERT Chart & Construction Schedule    

                       vis-a-vis deployment of resources.

               iv)    Bio-data of key personnel and/or construction Engineers          

                       to be involved in this work.

               v)      Document in support of financial solvency, (Solvency

                        Certificate from State Bank of India or Nationalized Bank).

               vi)     Partnership Deed.

               vii)      Power of Attorney.

               viii)    Tender documents duly signed & completed.

               ix)     Any other document the tenderers may like to submit in

                        support of his credentials/scheme.    

  

20.                 Delayed' & `Late' tenders will be dealt as per rules issued by Railway Board.                               

 

  21.                Accepting Authority :-

       

                 The authority for the acceptance of the tender will rest with the the Divisional Engineer or the Executive Engineer in executive charge of the works and shall include the superior officers of the Engineering Department of Railway i.e., the Senior Divisional Engineer/ Deputy Chief Engineer/Chief Engineer/ Chief Engineer (Construction), West Central Railway who does not bind himself to accept the lowest or  any  other  tender nor does he undertake to  assign  reasons  for  declining to consider any particular tender or tenders.  

 

       22.           The  successful  Tenderer / Tenderers  shall  be  required  to  execute  an Agreement with the President of India acting  through the Divisional Engineer or the Executive Engineer, in executive charge of the works and shall include the superior officers of the Engineering Department of Railway i.e., the Senior Divisional Engineer/ Deputy Chief Engineer/Chief Engineer/ Chief Engineer (Construction) of the West Central Railway, for carrying out  the  work according to the General Conditions of Contract and Specifications for Works and Materials of Central Railway.

      

23.             The Tenderer shall keep the offer open for a minimum period of 90/120/180  days from the date of    opening of the tender within which period the tenderer cannot withdraw his offer, subject to the period being extended further if required by mutual agreement from time to time.  Any contravention of the above condition will make the tenderer liable for forfeiture of his earnest money.   

    

 24.               Should  a tenderer be retired Engineer of the Gazetted  rank or  any  other Gazetted Officer working  before  his  retirement, whether  in the executive/or administrative capacity, or  whether holding a pensionable post or not, in the Engineering  Department  of any of the Railway owned and administered by the President  of India for the time being, or should a tenderer being  partnership firm have as one of its partners a retired Engineer or a  retired  Gazetted  officer  as aforesaid, or should a  tenderer  being  as incorporated  company have any such retired Engineer  or  retired Officer as one of its directors, or should a tenderer have in his employment  any retired Engineer, or retired gazetted Officer  as  aforesaid  the full information as to the date of  retirement  of  such  Engineer or gazetted officer from the said service  and  in cases where such Engineer or Officer had not retired from Government  service at least two years prior to the date of the  submission  of  the  tender as to whether permission  for  taking  such  contract, if the contractor be a partnership firm or an  incorporated company, to become a partner or director as the case  may be, or to take employment under the contractor has been  obtained by the tenderer or the Engineer or the Officer as the case may be from the President of India or any officer duly authorised by him in this behalf shall be clearly stated in writing at the time  of submitting  the  tender.  Tenders without the information above referred to or a statement to the effect that no such retired Engineer or retired Gazetted Officer is so associated with Tenderer, as the case may be, shall be rejected.   

   

        25.     Should a Tenderer or Contractor being an individual on the list of approved Contractors, have a relative employed in  gazetted capacity in the Engineering Department of West Central Railway, or in  the case of a partnership firm or company incorporated  under the  India  Company  Law should a partner or a  relative  or  the partner  or  a share holder or a relative of a  share  holder  be employed  in gazetted capacity in the Engineering  Department  of the  West Central  Railway, the authority inviting  tenders  shall  be informed of the fact at the time of submission of tenders,  failing which the tender may be rejected, or if such fact subsequently  comes to light, the contract may be rescinded  in  accordance with  the  provisions in Clause 62 of the General  Conditions  of Contract.

                      

26.              Should the Railway decide to negotiate with a view to bring down the rates, the original offer will still be binding in case nothing materialises out of the negotiations.  A declaration to this effect should be submitted by the tenderer/ tenderers along with the negotiated offer in the prescribed proforma.

       

     27.        Deduction of Income Tax at Source :-

 

The Rly. will deduct the Income-tax and surcharge thereon, on the gross amount of each bill as prescribed by Govt. from time to time and such deduction of Income Tax shall be recovered while making payment to the contractor.

 

All the other taxes which are applicable to the work as declared by the Central Govt. and state Govt. time to time during the currency of the contract shall be deducted from the contractor’s bills.

 

             28.      The  tenderer(s) quoting against standing Earnest  Money  is required  to pay the total Security Deposit either in cash or  in the  acceptable  form  before  signing  the  contract  documents.

 

    29.        Partnership Deeds, Power of Attorney etc. :-

         The tenderer shall clearly specify whether the tender is submitted on his own behalf or on behalf of a partnership concern/company.  If the tender is submitted on behalf of partnership concern/company a certified copy of partnership deed/ articles of association, as the case may be, and a power of attorney to sign the tender documents, bills etc. should be submitted. If these documents are not enclosed along with the documents the tender will be treated as having been submitted by individual, signing the tender documents.  The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract.  Railway may, however, recognise such power of attorney/partnership deed/article of association after obtaining proper legal advice, charges for which will be chargeable to the contractor.           

                                                                                    (Signature)___________________

        Date___________ 

                                                                                    (Designation) __________________

                                                                                    Chief Engineer  ……………

Divisional Railway Manager (Wks)

Deputy Chief Engineer(constn)

Executive Engineer(Constn.)  

West Central Railway

                                                                                    For and on behalf of

                                                                                    THE PRESIDENT OF INDIA

 

Note :-    Cross out what is not applicable depending on the

              Type of work and the time required to consider the tender.

       

     


 

SPECIAL CONDITIONS OF CONTRACT

 

(PART-I)

       

1.     GENERAL

       

        1.1   These  "Special Conditions and Specifications,  Instructions to Tenderers and the stipulations made in the Schedule of quantities  and rates" shall govern the works executed under this  contract  in  addition  to the "Central  Railway  Specification  for Materials  and Works, General Conditions of Contract and  Central Railway  Standard  Schedule of Rates-1990", each, as  amended  by  correction slips from time to time.

       

        1.2    Where there is any conflict between these "Special Conditions and Specifications" and the "Schedule of  quantities  and rates"  on one hand and the "Central Railway  Specifications  for  Materials  and  Works,  General Conditions of  Contract  and  the  Central  Railway Standard Schedule of Rates-1990" on  the  other, the former shall prevail.

       

        1.3     All  references  in  this document  to  the  word  "Standard Specifications"  shall mean the Specifications mentioned  in  the "Central Railway Specifications for Materials and Works".

       

        1.4   Any  foot note/s appearing below the item/s of the  contract schedule will take precedence over these Special Conditions.

       

        1.5  Any  Specifications / Conditions stated   by the tenderer in the covering letter submitted along with his tender shall be deemed to  be  a  part  of the contract only to such extent  as  have  been  explicitly accepted by the Railway.

       

        1.6    The   special conditions   supplement the    General   Conditions of Tenders and Additional General Conditions of Tender , the General Conditions of Contract and the notes appearing under the relevant chapters and sub-chapters of the Standard Schedule of  Rates-1990  and  should be considered a part of the contract  papers.   Where the  provisions  of  these conditions are at  variance  with  the  General  Conditions of Contract, these special  conditions  shall  prevail.

       

        1.7   The  General  Conditions  of  Contract will mean  the  General Conditions  of Contract as amended and/or corrected from time  to  time and obtaining at the time of accepting of the tender and  at the  time  of execution of the agreement mentioned in  Clause 15 under Conditions of Tender.  It is the responsibility of the Contractor before submitting his tender and again before entering into said agreement to ascertain all amendments and /or corrections made to the said General Conditions of contract.

               

2.0          SECURITY DEPOSIT ON ACCEPTANCE OF TENDERS :

       

        2.1   Unless  otherwise  specified in the special  conditions, if any,  the  rates for deposit of security  amount,  including  the amount of earnest money deposited with the tender, by contractor  will be as under, on acceptance of tender :-

             

i)             For contracts upto Rs. 1.00 lakhs.            10% of the value of the contract.

 

ii)            For contracts more than Rs. 1.00 lakhs     10% of the first Rs.1.00 lakhs and

and upto Rs. 2.00 lakhs                           7.½% of the balance.    

 

iii)           For contracts more than Rs.2.00 lakhs      10% of the first Rs.1.00 lakhs 7.½% of the and upto Rs.2.00 Crores.              next Rs.1.00 Lakhs and 5% of the

balance subject to the maximum of Rs.10.00 lakhs. The amount over and above Rs.3.00 lakhs be recovered from the running bills of the contractors @    10% till it reaches to required value

 

iv)            For contracts above Rs.2.00 Crores          5% of the contract value. The

amount over and above Rs.3.00 lakhs be recovered from    the progressing bills of the contractors @ 10% till it reaches 5% of the contract value.

                                                              

The earnest money deposited by the tenderer against this particular contract will be converted into initial security   deposit.  In the case of the contracts which are accepted on the strength of Standing Earnest Money, the tenderer, immediately on receipt of the acceptance letter, will have to deposit the total security deposit either in cash or in the acceptable forms before signing the contract documents.  If the contractor requests for 10% deduction from the bills towards the security deposit, which will be considered on merit of each case, the amount equivalent to the Earnest Money required against this particular contract as an initial security deposit has to be deposited by the contractor in any of the acceptable forms mentioned in para 2.2 below before signing the contract documents.

       

 The contractor may deposit the balance amount in any of  the  forms mentioned in para 2.2 below or the same can be deducted, if he so desires and depending on merit of the case, from his On Account Bills at the rate of 10% until  the  sum  of these deductions plus the amount  of  Earnest  Money deposited  with the tender for this works taken  together  equals the  requisite  amount of Security Deposit required for  the  due  fulfillment of the contract.  The Security Deposit unless forfeited  in whole or in part, according to the terms  and  conditions,  will  be refunded on receipt of a certificate from  the  Engineer concerned  to  the effect that the work has  been  satisfactorily completed and maintained in all respects for the period specified in  the  Special Conditions and Specifications  of  Contract  and provision  under  Clause 51 (1) to (3) of General  Conditions  of Contract  have been fulfilled and no defects have  been  noticed.  No interest will accrue on the Security Deposit under any circumstances.  

    

2.2         The  Security  Deposit  referred  to  in  para 2.1 above  can  be  deposited in cash with the Chief Cashier, West Central Railway, Jabalpur or Divisional Cashier, West Central Railway, Jabalpur and submit receipt thereof or in any of the forms mentioned below :-

       

              Deposit Receipts, Pay Orders, Demand Drafts and Guarantee Bonds

 

(1)           The  Deposit Receipt, Pay Orders, Demand Drafts  should be either of the State Bank of India or any of the  Nationalised  Bank or Scheduled Banks or State Co-operative  Banks.  No confirmation advice from the Reserve Bank of India will be necessary.  Guarantee Bonds issued by Co-operative  Banks (Other than State Co-operative Banks) would not be  accepted  towards Security Deposit as these Co-operative Banks  (Other than State Co-operative Banks) are not  Scheduled  State  Co-operative Banks as mentioned in  the  second schedule of the Reserve Bank of India.   These instruments should be in favour of the authority as mentioned in the Tender Notice/acceptance letter.

           

                      (2)   Guarantee  Bonds in the prescribed proforma  should  be furnished  in  the  name of the President  of India  acting through  the authority of West Central Railway, Jabalpur as mentioned in the  Tender notice / acceptance letter.

       

                      (3)   Units will be accepted as Security Deposit at 5% below the market price or at the face value whichever is less. The contractors will have to deposit with the Railway their Units Certificate along with the transfer deed and a letter in duplicate as per the prescribed proforma.  The Unit Certificates will be retained by the Railway till the successful fulfillment of the contract. Tenderer should bring the latest rate of unit certificate as declared by the Company/firm duly attested by the Gazetted officer.        

   

     3.0           SUPPLY OF MATERIAL BY RAILWAYS

 

3.1      Railway’s material such as steel M.S. bars, coils, plates, tie-bars, angle iron, R.S. Js. Channels, rails etc. roofing material glazing or any other items as are stipulated in the agreement to be issued to the contractor for the work either free of charge or on payment as the case may be will be issued to him at the Railways depot/goods shed at locations as decided by Engineer-in-charge  and will have to be transported by the contractor to the site of work at his cost.  All such materials will be used by the contractor for the work in such quantities as are indicated in the schedule or in relevant specifications or drawings or as approved by the Engineers whose decision thereon shall be final.  Wastage of or damage to such materials in any manner shall be totally avoided.  If surplus material issued, if any, is not returned in good condition immediately after completion of the work or if any quantity of material supplied by the Railway is consumed in excess or wasted or damaged or lost or not satisfactorily accounted for in that case recovery will be made from the contractor at twice the market rate or twice book rate at the time of last issue whichever is higher plus 5% freight and 2% incidental charges plus 12.5% supervision charges on the above cost arrived at for the quantity of material consumed in excess or wasted or damaged, lost or not satisfactorily accounted for.

      

In case it is discovered that the quantity of steel or any other items issued by the Railway as actually used in the work is less than the quantity/quantities specified to be used, the cost of steel and for other such items not so used shall also be recovered from the contractor/s on the basis stipulated in sub-para above.

 

                    Action under this Clause will be without prejudice to the right of the Railway to take action against the contractor/s under the conditions of the contract for not doing/completing the work according to the contract for not doing/completing the work according the prescribed Specifications and approved drawings.

 

        3.1.1       If there is any delay in supply of material to the contractor/s no claim or compensation of any kind will be entertained, but only suitable extension of time will be considered by the Railway depending upon the merits of the case. 

 

3.2                   Mild steel rounds may be supplied in straight lengths or in coils and in lengths as may be available with the Railway.   In   the event of steel materials of diameters as specified in the drawings not being available the nearest size will be given and no claims shall be entertained on account   of increased weight of steel materials in handling and transport, cutting, bending, binding, hooking, fixing, placing etc, reinforcement including additional binding wire.

 

3.3                   Railway may supply deformed bar/tor steel instead of M.S. rounds or vice-versa for reinforcement, either of the same diameter or equivalent diameter and no extra payment will be made for handling and transport etc. of deformed bars/tor steel if the same is used instead of M.S. rounds or vice-versa.

 

 

3.4                   Railway’s materials will be issued on specific requisitions by the contractor and as per requirement consistent with the progress of works and or progress of supply of fabricated materials to the Railway.  A guarantee bond for the amount to cover cost of Railway material will have to be furnished by the contractor before such materials are issued to him.  The guarantee bond will be valid for at least 6 months beyond the completion period of contract.  The approximate cost of Railway material to be issued to contractor shall be intimated in due course.

 

        3.5          All material left over as ‘Surplus’ or as ‘Scraps’ out of materials supplied by the Railway should be returned to the Railway’s Stores as per the instruction of Engineer-in-charge failing which the cost will be recovered, as per the provision of Clause 3.1 of the Special Conditions of Contract.

 

4.            USE OF MATERIALS SECURED WITH GOVERNMENT ASSISTANCE

 

        4.1          The Railway shall not supply from its own quota to the contractors controlled or imported commodities.  Assistance will, however, be given by recommending to appropriate authorities on contractor’s application for issue of import licenses and release of controlled commodities if the Engineer is satisfied that this material is actually required by the contractors for carrying out the work and is not available in the country.       

       

        4.2          Where any raw materials for the execution of the contract are procured with the assistance of Government either by issue from Government, stocks or purchases under arrangements made or permit(s) or license(s) issued by the Government, the Contractor shall hold the materials as trustee for the Government and use such materials economically and solely for the purpose of the contract against which they are issued and not dispose off them without permission of the Government and return, if required by the Government, all surplus or unserviceable materials that may be left by him after completion of the contract or at its termination for any reason whatsoever on his being paid such price as Government may fix with due regard to the condition for any reason whatsoever on his being paid such price as Government may fix with due regard to the condition of the materials.  The freight charges for the return of the materials according to the direction of the purchaser shall be borne by the contractor, in the event of contract being cancelled for any default on his part.  The decision of Government shall be final and conclusive.

 

4.3                   In the event of a breach of the aforesaid conditions, the contractor shall in addition to throwing himself open to action for contravention of terms of the license(s) or the permit(s) and/or for original breach of trust be liable to account to Government for all moneys, advantages or profits resulting or which in the usual course would have resulted to him by reason of such breach.

 

 5.            HIRE OF PLANT & MACHINERY AND OTHER FACILITIES

       

        5.1      The  contractor  shall  make his own  arrangements  for  all plants and machinery, other facilities, equipments, tools including  spare  parts,  fuel and consumable stores,  and  all  labour required  to ensure efficient methodical execution of  the  work.  The rates quoted and accepted shall be deemed to be inclusive of all charges of such items.

       

        5.2      On the contractor's request the Railway may, however, give on hire plant and machinery/other  facilities,  equipment  and tools,  if available spare with the Railway, without any  commitment on the part of the Railway to do so, in such case, the hire charges  for  plant  and machinery per annum will be  calculated  to  cover interest, ordinary repairs and maintenance charges at 5%, special repairs  and maintenance charges at 10%, depreciation  charges  as  per  extant  rules of the Railway, and an additional 10%  on  the total of these four above, on the cost of the Plants & Machinery, which will be the present day market value plus freight and other  incidental charges increased by 12.5% supervision charges.

       

        5.3     Hire charges for items other than plant and machinery, which do  not  require any form of repair and maintenance,  shall  only take into account interest on capital, depreciation and an  additional 10% on these two.

       

        5.4       The hire charges per day shall be arrived at by dividing the annual  hire  charges by 250, which shall be assumed  to  be  the number  of working days in a year for this purpose  only.   These hire charges will be payable from the day the plant is handed over to the day it is returned to the Railway administration.  If, however, during this period the plant remains out of order for reasons beyond the control of the contractor, or is withdrawn for periodic overhaul or any repairs, such periods shall not be counted for levy of hire charges.  The contractor shall enter into a separate agreement in this respect and the terms and conditions as per the agreement will be final and binding on the contractor.

 

 

 

 

       5.5     In  the event of a plant or equipment or facility  given  on  hire to the contractor not being returned to the Railway administration in a reasonably goods working order/depreciation that  it  would  have  suffered for the period of hire, the  Railway  shall  treat the plant/facility as on sale, as per extant orders of  the Railway, from the date it was initially given on hire,  withdrawing the hire terms and charges.

       

        5.6     If,  however,  the  plant  and  machinery/other  facilities, equipments,  and  tools requisitioned by the contractor  are  not  available in Railway's stock or the Railway decides not to supply the  same  for reasons whatsoever, neither the Railway  shall  be bound  to arrange for the supply thereof nor will  the  Railway's inability  to supply them be accepted as an excuse for  delay  in the completion of the works/or for any claims thereof.

       

6.         HANDINGOVER OF SITE

       

                  Contractor should start the work within 7 days from the date of issue of acceptance letter. The site will be handed over to the contractor/authorised representative after reporting from the contractor's side.  It will not be binding on the Railway to hand over full site at a time in the starting to the contractor, but the site will be handed over to the contractor commensurate with the progress of the work.  A note of handing over of site to the contractor in addition to entry in the site order book will be prepared duly signed by the Railway and Contractor’s representative and submitted to the Engineer In charge.

       

 7.                 SETTING OUT OF WORKS :-

       

7.1 In case of bridges the Railway will initially set out the centre line of  the  bridge  and the alignment and fix the position of the  piers  and abutments.  The contractor shall thereafter set out the work and every part thereof fully.  The contractor shall  be  responsible for maintaining the accuracy of the alignment, positions,  levels   and  of the work in accordance with the drawings,  directions  or  instructions  given from time to time to him and  every  facility shall  be  given to the engineer for checking of the  same.   The contractor at his own cost shall rectify an error in the dimensions, alignments positions or levels of work set out or constructed by him to the satisfaction of the Engineer.

       

7.2 In the case of building, or other structures the Engineer or his representative will set out the     centre longitudinal or the   face line and at least one main cross line.

       

7.3  The work shall be set out by the contractor to the satisfaction  of  the engineer but his approval thereto  shall  not,  nor  shall  his joining with the contractor in setting out  the  work, relieve  the contractor from his entire and  sole  responsibility  for correctness thereof.

       

7.4   The  contractor shall also provide, fix and  be  responsible for  the  maintenance of all stakes, template  profiles,  level marks, points etc. & must take all necessary precautions to prevent   these from being removed, altered or disturbed and will be  held  responsible  for the consequences of such removal,  alterations  or disturbances, should the same take place, and for their efficient  reinstatement.

       

8.                  SUPPLY OF WATER AND ELECTRICITY :-

      

8.1       The contractor shall make his own arrangements for water supply.  Wherever it is convenient to the Railway Administration, the water from piped supply may be made available to the contractor, provided the contractor shall arrange at his own expense to effect the connections and lay additional pipe lines and accessories to the site of work and that the contractor shall not be entitled to any compensation for interruption or failure of the water supply.  The contractor will have to pay for such water supply from Railway well or tube wells at a rate of one per cent (1%) on the amount of all items or work appearing in the bills payable to the contractor in respect of which work such water has been used by the contractor and such charges shall be deducted from sums due or payable by the Railway to the contractor from time to time.   Water Connections to labour camps will not be permitted.  Contractor has to make his own arrangement for water supply to the labour camps.

       

          8.2      The  contractor  shall  make his own  arrangements  for  the operation of mechanical equipments required for the execution  of   work  and/or  for  the purpose of  lighting  for  working  during  day/night time.  Wherever, it is convenient to the Railway Administration, the electric supply may be made available to the contractor provided the contractor shall arrange at his own expense to effect the connections and lay additional wiring, provide meter and other accessories on the site.  Such work of laying wiring etc. shall be done under supervision of a qualified staff and a certificate shall be required to be submitted to the effect that the work of wiring has been done as per rules or the work shall have to be got done through Railway Organization and the charges for the same shall have to be borne by the contractor as per extant rules.   

   

        8.3          The contractor shall not be entitled to any compensation for interruption or failure of the electric supply.  The contractor will have to pay for such electric supply from Railway at a rate agreed to between contractor and Railway Administration and such charges shall be deducted from the sums due or payable by the Railway to the contractor from time to time.

       

8.4.1           Water available locally in wells, creeks, or nallahs may be brackish water at some locations.  It should be noted that no sea or brackish water shall be used in all classes of masonry, reinforced, mass concrete work and curing of work.   In addition, water used for the above works shall be free from earthy, vegetable or organic matter, oils, acids and alkaline substance in solutions or in suspension and impurities and shall be fit for drinking.       

 

       9.               WORKS INVOLVING USE OF CEMENT AND STEEL

       

                         Cement and steel for use in the works should be procured by the contractor from the authorised /approved manufacturers/their authorised dealers/ authorised stock yards which should conform to IS Specifications and special conditions of cement and steel.

 

                         Cement bags should be procured preferably in paper / polythene bag packing & should bear the following information in legible markings:

 

                         i)    Manufacturer's name.

                         ii)   Registered Trade Mark of manufacturer, if any.

                         iii)  Type of Cement.

                         iv)  Weight of each bag in kg. or No. of Bags/Tonne.

                         v)   Date of manufacture, generally marked as week of the

                               year/year of manufacture, e.g. 30/93 which means 30th

                               week of 1993.

 To ensure quality control, test certificates from the manufacturers should be produced by the contractors which should conform to the relevant specifications and IS codes (latest specifications may be incorporated).

       

                        Railways may also take samples during the course of work & get the cement and steel tested to ascertain their conformity to specifications.

       

          When such sampling is done, it should be as per specifications laid down in relevant IS Codes.

       

                         Tests  on  Cement will be as per IS 4031 and any other test as specified by the Engineer or his representative. 

                                        

Tests on steel samples will be carried out as per specifications laid down in relevant IS Codes.

       

                         The contractor should make his own arrangement for proper stacking and storing of cement, reinforcing bars and structural steel etc.  All material should be protected from any depletion. The reinforcing bars should be protected from corrosion.

       

                     Further details have been indicated in the Special Conditions (Part-II)

 

10.                    PRESERVATION OF WORK

       

                         Contractor should take all care to preserve the work until taken over by the Railway in good condition.  Contractor is responsible for handing over of work to the Railway as per scope of contract.

        

11.                    EMPLOYMENT OF STAFF

       

                         The contract is liable for cancellation if either the contractor himself or any of his employee is found to be a person of Gazetted rank of Engineering Department which includes Civil, Mechanical, Electrical, Signal & Telecommunication Departments of Railways whether pensionable or non-pensionable who after retirement has sought engagement as contractor for or in connection with the execution of public works whether on Railway, P.W.D.  or Defence  Forces  or as an employee of such  contractor  within  2 years  of his retirement without obtaining the permission of  the President  of India before taking up such engagement  or  employment.

    

12.                 The  Contractor  shall  employ   the   following  technical staff  during the execution of thE work:-

       

i)          Atleast one graduate engineer when the cost of the work to be executed is Rs.15 Lakhs and above.

ii)         Atleast one qualified diploma holder when the cost of the work to be executed is more than Rs.5 Lakhs, but less than Rs.15 Lakhs.

       

                                    Technical staff should be available at site whenever required by the Engineer-in-charge to take instructions.  In case the contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a reasonable amount to the Railways not exceeding a sum of Rs.2000/- (Rupees Two Thousand only) for each month of default in case of graduate engineer and Rs.1000/- (Rupees One Thousand only) for each month default in case of diploma holder.

                        The decision of the Engineer-in-charge as to the period for which required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted from the contractor, shall be final & binding on the contractor    

 

13.                    INSPECTION REGISTERS AND RECORDS

       

                         The contractor shall maintain accurate records, plans and charts showing the dates and progress of all main operations and the Engineer shall have access to this information at all times.  Records of tests made shall be handed over  to  the Engineer's representative after carrying out the tests.   The following registers will be maintained at site, by the Railway’s representative.

 

                         i)     Site Order Register -

            

                           The contractor shall promptly acknowledge orders given therein by the Engineer or his representative or his superior officers and comply with them.  The compliance shall be reported by the Contractor to the Engineer in good time so that it can be checked.

 

                         ii)    Cement Register -

             

This register will be maintained to record daily receipt and consumption of the cement duly indicating the balance quantity. The quantum of the work done for the cement issued on a particular date will also be maintained.

       

                         iii)    Steel Register -

       

This register will record the receipts of steel items and details of reinforcements and members wherever steel is used.

       

                         iv)    Labour Register -

       

                          This register will be maintained to show daily strength of labour in different categories employed by the contractor.

       

                         v)     Log Book of events -

       

All events are required to be chronologically logged in this book date and shift-wise.

       

                         vi)    Material Passing & Testing Register -

       

Register will show material brought at site, passed, rejected etc. with quantity, specifications & test results etc.

All registers at item (i) to (vi) mentioned as above will be maintained by the representative of the Engineer and signed by the contractor. Any other registers considered necessary by the Engineer, shall be maintained at site in which the representative of the Engineer and the contractor will have to sign.  The registers, proforma charts, etc. will be the property of the Railway.  

       

Registers as mentioned above will have to be maintained depending on the scope of the work as prescribed by Engineer at site.

       

14.                   SAMPLING AND TESTING

       

                        Contractor shall establish a field laboratory at site of work at his cost providing necessary facilities for performing routine type tests such as physical properties of cement, bricks, aggregate, water, concrete including its crushing strength to the satisfaction of the Engineer-in-charge. He will also arrange for the testing of physical/ chemical properties of reinforcement steel used by him from Govt. approved test houses/Engineering Colleges to establish the quality of steel bars used.  He shall ensure that equipments provided are of latest specification and are in good working order and got calibrated at the laboratory.  The contractor shall get certain percentage of samples tested at other approved laboratories as may be directed by the Engineer-in-charge as confirmatory tests at his own cost.

        

 15.      VARIATION IN EXTANT OF CONTRACT:

 

15.1     MODIFICATIONS TO CONTRACT TO BE IN WRITING :

 

In the event of any of the provisions of the contract requiring to be modified, after the contract documents have been signed, the modifications shall be made in writing & signed by the Railway and the contractor, and no work shall proceed under such modifications unless this has been done. Any verbal or written arrangement abandoning modifying extending, reducing or supplementing the contract or any of the terms thereof shall be deemed conditional and shall not be binding on the Railway unless and until the same is incorporated in formal agreement and signed by the Railway and the contractor, and till then the Railway shall have the right to repudiate such arrangement.

 

15.2     POWER OF MODIFICATIONS TO CONTRACT :

 

15.2.1  The Engineer on behalf of the Railway shall be entitled to order in writing to enlarge or extend, diminish or reduce the works or make any alterations in their design, character, position, site, quantities, dimensions or in the method of their execution or in the combination and to order any additional works to done or any works not to be done & the contractor will not be entitled to any compensation for any increase/reduction in the quantities of work but will be paid only for the actual amount of work done.

 

 

 

15.2.2    Unless otherwise specified in the special conditions of the contract, the accepted variation in quantity for each individual item of the contract would be upto 25% of the quantity originally contracted. The contractor shall be bound to carry out the work at the agreed rates and shall not be entitled to any claim or any compensation whatsoever upto the limit of 25% variation in quantity of individual items of work.

 

15.2.3    In case the value of contract goes beyond 25% of the original agreemental value, for the first 15% increase in the value beyond 25% of the agreemental value, the rates will have a reduction of 2% in the incremental value of the agreement and for the next 10% increase in the value rates will have an additional reduction of 2% in the further incremental value of the agreement.

 

15.2.4    Execution of quantities beyond (+) 50% of the overall agreemental value, if found necessary, shall be through fresh tenders or by negotiating fresh rates with existing contractor as per procedure laid down by Railway Board.

 

15.2.5    For variation in value beyond (-) 25% (Minus Twenty Five percent) of the agreemental value, the work shall be done at the same rates, terms and conditions by the contractor.

 

15.2.6    In case of vitiation due to variation in quantities the amount by which vitiation occurs will not be payable to the tenderer/contractor.

 

15.3     VALUATION OF VARIATION:

 

15.3.1  The enlargement, extensions, reductions, alterations or additions referred to in of this clause shall in no degree, effect the validity of the contract but shall be performed by the contractor as provided therein and will be subject to the same conditions, stipulations and obligations as if they had been originally, and expressly included and provided for in the specifications and drawings and the amount to be paid therefore shall be calculated in accordance with the accepted schedule of rates. Any extra item/quantities of work, falling outside the purview of the provision this clause above shall be paid for at the rate determined under clause-39 of General Conditions of Contract.

      

16.              SALES TAX/COMMERCIAL TAX/TURNOVER TAX IN WORKS CONTRACT

 

The element of sales tax/commercial tax/turnover tax in works contract, if any, shall be considered to be included in the rates quoted by the tenderer/s in the tender schedule.  Sales tax /commercial tax/turnover tax on works contract will be recovered from the contractor’s bill at the rate as applicable as per rules framed by State Govt. from time to time and remitted to the State Govt. by the Railways.

 

17       TAXES,ROYALTIES AND PATENT RIGHTS.

 

17.1         All rates quoted in the tender shall be deemed to be inclusive of all taxes, royalties payable by the contractor/s to the Govt. or public body or local authority and no additional amount will be paid or claim entertained on this account by the Railway.  Contractor shall not have any claim whatsoever as a result of the increase in the rates for such royalties, taxes, duties, or any other forms of levies etc.  Concessional Sales Tax Form and Octroi Exemption Certificate will be issued to Contractor on his specific request, if legally permissible.

       

17.2                       The contractor shall defray the cost of all royalties, fees and other payments in respect of patents, Patent rights and licences which may be payable to patented licensee or other person or corporation and shall obtain all necessary licences.  In case of any breach (whether willfully or inadvertently) by the contractor of this provision, the contractor shall indemnify the Railway and its officers, servants, representatives against all claims,  proceedings,  damages, cost charges, loss  and  liability which  they  or  any of them may sustain incur or be  put  to  by  reason  or  inconsequence of, directly or indirectly,  any  such breach  and  against payment of any royalties, damages  or  other  moneys  which the Railway may have to make to any person or  paid in  total  to the patent rights in respect of the  users  of  any  machine,  instructions, process, articles, matters or thing  constructed,  manufactured, supplied or delivered by the  contractor  to his order under this contract.

 

17.3                   PAYMENT OF ROYALTY CHARGES 

     

                                    All payment of royalty charges etc. to the State Government in connection with extraction and supply of rubble/stone ballast/sand and earth, from other than Railway land acquired by Railways under Land Acquisition Act-1985, have to be borne and paid by the contractor.

       

                                    The Railways in consultation with the respective State Governments will confirm percentage of Royalty Charges to be recovered for supply of minor minerals.  The Railway Administration is entitled to deduct from the contractors and keep in deposit such amount equal to the proportionate Royalty Charges from each on account bills and the same will be released as and when the contractor submits a receipt/documents/clearance certificate certifying that Royalty Charges have been paid by the Contractors, relating to the contract.

 

                        The contractor will be required to obtain a final Royalty clearance certificate from the concerned State/Revenue Authorities/Collector and produce the same to concerned office of West Central Railway after completion of supply but before the release of final bill.  If in any case the contractor fails to produce the clearance certificate for Royalty Charges, final bills will be passed after retaining an amount equal to the amount of unpaid Royalty charges, as intimated by the Revenue Authorities/Collector or as calculated on the basis of relevant Rates, for payment of Royalty Charges applicable to the area.  No claim regarding interest charges for delay in payment of the retained amount on Royalty account shall be entertained.

 

                        The retained amount will be released, at the discretion of the administration, on production of clear Bank Guarantee covering the amount so with held towards Royalty Charges/State taxes.   

 

        17.4                     Form for availing concessional sales tax for supply to Government Deptt. will be issued for supply contracts only on request of contractor if legally permissible.

18.                   Permit or Parwana 

     

                        The contractor will at his own expense obtain such permits or parwana from whomsoever necessary for carrying out work or for any other purpose as may be necessary to enable him  to  perform  his  part of the contract.  The Railway Admn. will  not  under any circumstances be liable to obtain any permit or parwana  whatsoever, for the contractor.

                  

19.                              STORAGE OF INFLAMMABLE ARTICLES

      

                       No inflammable materials, such as petroleum oil etc.  within the meaning of the Indian Petroleum Act and Indian Explosives Act  shall  be stored at site or adjacent land until the  approval  of  the Railway and necessary licence under the Act has been obtained by the Contractor.  All due precautions as required under the Act  shall be taken by the contractor.

 

20.         (A)      ANTI-LARVAL WORKS

       

                                    The contractor/s shall at his/their cost carry out all anti-larval works as per the Bye/laws of the local authorities concerned or as may be directed by the Engineer during the execution of  the work/s under this contract.   If the contractor/s fails to carry out such work/s the Railway may carry out the same and recover the cost thereof from the contractor/s in the same way, as other Railway amounts are recoverable.

       

(B)         ANTI-MALARIA PRECAUTIONS

 

                     Every precaution shall be taken by the contractor to prevent the breeding of mosquitoes on the works during construction and all receptacles  used for the storage of water must be suitably protected for this purpose or must be emptied at close of the work every day.

 

20.                              SERVICE ROADS AND  APPROACHES

      

                      The rates for all items of the schedule shall be inclusive of the cost of all arrangements for crossing all obstructions to be crossed in the course of the work over land or across water and the cost of providing and maintenance of approach and/or service roads as may be necessary for bringing and removing the plants, machinery and material to and from the site of work including rent for use and/or compensation for damage if any to intervening private land traversed by such approach/service roads, and including cost of acquisition of land, if required for  the  purpose.   The contractor will be permitted to make use of available service roads of the Railways free of cost.   Railway reserves the right to make use of the contractors service road without paying any charges to him.      

 

 22.                  RATES           

Tenderer should note that the rates quoted shall embrace all operations necessary for the satisfactory completion of the work and shall include all charges for handling, transport, lead, lift, labour, housing, sanitation, water supply, materials, fuel, tools and plants, electric power, workshop facilities, machinery, security, lighting etc. and any other expenses of every kind.

 

23.                    SAFE WORKING METHODS       

                         

The contractors shall at all times, adopt such safe methods of working as will ensure safety of structures, equipment and labour, Safety Rules that should be adhered to are given as guidelines in Appendix "A".  If at any time, the Railway finds the safety arrangements inadequate or unsafe, the contractor shall take immediate corrective action as directed by the Rly’s representative at site.  Any directions in the matter shall in no way absolve the contractor of his sole responsibility to adopt safe working methods.  The contractor is responsible for providing skilled personnel and adequate expert supervision so as to ensure complete safety.

       

24.                                WORKING HOURS 

     

24.1            The contractor’s attention is drawn to clause 23 of the General Conditions of Contract which stipulates that he shall not carryout any work between sunset and sunrise without the previous permission of the Engineer.  However, on receipt of request in writing by the contractor, the Engineer may grant permission for doing works after sunset if he is satisfied that the contractor arrangements for so doing the work will ensure quality and workmanship and will also ensure safety of workmen and structures.   The contractor will be primarily responsible to fulfil these conditions during the execution of works.

       

It will be his responsibility to provide adequate lighting at all working places as well as to ensure safety during working.  He will also appoint, if necessary, men to keep watch of the temporary structures during the progress of the work at night.

       

        24.2         If the Engineer is satisfied that the work is not likely  to  be  completed in time except by resorting to night work,  he  may  suo-moto  order  the contractor to carry out the  works  even  at night  without conferring any rights on contractor  for  claiming   any  extra  payments  for  the  same.   The contractor will be responsible to comply with all the directions and instructions given by the Engineer in this regard.

 

25.                  NOTICE TO PUBLIC BODIES

       

                       The contractor shall give to the Municipality, Police and other authorities all notices that may be required by the law and obtain all requisite licenses for temporary obstructions, enclosures and pay all fees, taxes and charges which may be livable on account of his own operation in executing the contract.   He should make good any damage to adjoining premises whether public or private and provide and maintain any light etc.  required  in night.

       

 

 

 

 

26.                   FIGURES  &  DIMENSIONS

        

                        Figures and dimensions on drawings shall supersede measurements by scale and drawings to a large scale shall take precedence over those to a smaller scale.

       

27.                   PLEA OF CUSTOM       

                      

The plea of `Custom' prevailing will not on any account be permitted as an excuse for infringement or any of the conditions of contract or specifications.

 

28.                              LEGAL CHARGES

       

                       A fee of Rs.200/- per legal document like partnership deed or power of attorney executed before or after the execution of the contract will be recovered from the contractor for obtaining legal advice of the Law Officer.

 

29.                              CARE OF STAFF

       

                       The Railway will provide no quarters for accommodation of the contractor or any of his staff employed on the work. The contractor may be allowed to erect any labour camps for housing the labour at or near the site work on available Railway land.   The contractor shall at his own cost make all necessary and adequate arrangements for the importation, feeding and preservation of the hygiene of his staff.   The contractor shall permit inspection at all times of all sanitary arrangements made by him, by the Engineer or his assistant or the Medical staff of the Railway.  If the contractor fails to make adequate medical and sanitary arrangements these will be provided by the Railway and the cost thereof, will be recovered from the contractor.

              

30.                  FIRST-AID       

                      

The contractor shall maintain in a readily accessible place first-aid appliance including adequate supply of sterilised dressing and sterilised cotton wool.  The appliances shall be placed under the charge of responsible person who shall be readily available during working hours.

 

31(A) .           FORCE  MAJEURE CLAUSE:-

If at any time during the continuance of this contract, the performance in whole or in part by either party of any obligation under this contract shall be prevented or delayed by reason of any war, hostility, acts of public enemy, civil commotion, sabotage, serious loss or damage by fire, explosions, epidemics, strikes, lockouts or acts of God (hereinafter referred to ‘events’) provided, notice of the happening of any such event is given by either party to the other within 21 (Twenty one) days from the date of occurrence thereof, neither party shall by reason of such event, be entitled to terminate this contract nor shall either party have any claim for damages against the other in respect of such non-performance or delay in performance, and works under the contract shall be resumed as soon as practicable after such event has come to an end or ceased to exist.  The works/completion period shall be extended by the Railway Administration for this period without any penalty.


 

31.(B)              DAMAGE, ACCIDENTS OR FLOODS OR TIDES

     

                       The contractor shall take all precautions against damages from accidents, floods or tide.  No compensation will be allowed to the contractor for his tools, plants, materials, machines and other equipment lost or damaged by any cause whatsoever.   The contractor shall be liable to make good the damages to any structure or part of a structure, plant or material of every description belonging to the Railway Administration, lost or damaged by any cause during the course of contractor's work.  

                      

The Railway Administration will not be liable to pay to the contractor any charges for rectification or repairs to any damage, which may have occurred from any cause whatsoever, to any part of the new structures during construction.  No claims in this regard will be arbitrable.

 

32.                             TRESPASS

      

The contractor shall at all times be responsible for any damages or trespass committed by his agents and workmen in carrying out the work, unless such trespass is authorised by the Engineer.

      

 33.                 Code Nos.  description and  rates  given  in the  schedule  are  based on the Standard Schedule of Rates-1990.  Any discrepancies noticed at any time during the execution, currency of the work in wording, rates, quantity of cement etc. should be rectified by reference to the printed schedule which shall be treated as authoritative and binding on the contractor.  The notes appearing at the beginning of each of the relevant chapters of the Central Railway’s Standard Schedule of Rates-1990 except as modified by these special conditions will be applicable to this contract, both for standard schedule and non-schedule items.

       

34.                   PROVISION OF PAYMENT OF WAGES ACT & CONTRACT LABOUR (REGULATION & ABOLITION ACT)

                

(1)                     The contractor shall comply with the  provisions  of the payment of Wages Act-1923 and the rules made there under in respect of all employees directly or through petty contractor, sub-contractor employed by him in the works and  the Contract Labour (Regulation and Abolition) Act, 1970  and the Contract Labour (Regulation  and  Abolition)  Central  Rules, 1971 as modified from  time  to time, wherever applicable and shall also indemnify the Railway from and against any claim under the aforesaid  Acts and the Rules.

       

                        (2)       The contractor shall obtain valid licence under   the aforesaid Act as modified from time to time before the commencement of the work and continue to have a valid licence until the completion of the work.   Any failure to fulfill this requirement shall attract the penal provisions of the contract arising out of the resultant non-execution of the work.

      

 

 

(3)           The contractor shall pay to labour employed  by  him  directly or through sub-contractors the wages  as  per  provisions  of the aforesaid Act  and  the  Rules  wherever applicable.  The contractors shall not withstanding the provisions of the contract to the contrary, cause to be paid the wages to labour indirectly engaged on the work including any engaged by his sub-contractors in connection with the said work, as if the labour had been immediately employed by him.

    

                          (4)       In respect of all labour directly or  indirectly  employed  in the work for performance of the  contractor's   part  of the contract,  the  contractor  shall comply with or cause to be complied with the provisions  of  the aforesaid Act and  the  Rules  wherever applicable.

       

(5)             In every case in which by virtue of the provisions of the aforesaid Act or the Rules, the Railway is obliged to pay any amount of wages to a workman employed by the contractor or his sub-contractor in execution of the work or to incur any expenditure in providing welfare and health amenities required to be provided under the aforesaid Act and the Rules or to incur any expenditure on account of the contingency liability of the Railway due to the contractor’s failure to fulfil his statutory obligations under  the aforesaid  Act or the Rules and Railway  will  recover  from the contractor the amount of wages so paid or the amount  of expenditure so incurred and without  prejudice  to  the rights of the Railway under  Section  20 Sub-section  (2)  and Section 21  Sub-section  (4)  of aforesaid  Act.

 

The  Railway shall be  at  liberty  to recover  such amount or part thereof by  deducting  it  from  the security deposit and/or from any sum due  by  the  Railway to the contractor whether under the  contract or otherwise. The Railway shall not be bound to contest  any claim made against it  under  sub-section (1) of Section 20 and Sub-section (4) of Section 21 of    the aforesaid Act except on the written request of the  contractor  and  upon his giving to the  Railway  full   security  for  all cost for which  the  Railway  might  become liable in contesting such claim.  The  decision   of the Railway regarding the amount actually recoverable  from the contractor as stated  above,  shall  be  final and binding on the contractor.

       

( 6)      If  the  contractor  is  a  co-operative  labour  contract,  Society / Vendor  Co-operative Society, there shall be no element of  contractor or ex-contractors in that Society in any capacity  nor shall  there  be  any close relative of  the  Contractor  or  ex-contractor associating with the Society as an office bearer.  The  Railway  administration reserve the right to terminate  the  con tract of the Society at any time without any reason after  giving  notice of calendar month, in case of breach of the above clause.

 

 

 

       

35.                 CLAIMS

      

35.1           The contractor shall put up his claim as per clause  43 of the General Conditions of Contract during the progress of  work  and not after completion of the  work.   All  such claims shall be settled promptly  during  the progress  of the work.

 

        35.2 The contractor shall  not  be entitled to make any claim whatsoever against the Railway under or by virtue of or  arising  out  of  this contract, nor shall the Railway  entertain  or consider any such claim, if made by the contractor after  he have signed a `No Claim Certificate' in favour of  the   Railway,  in such form as shall be required by  the  Railway after  the  works are finally measured. The Contractor shall be debarred from disputing the correctness of the items covered by “No Claim Certificate” or demanding a reference to arbitration in respect thereof.

 

        35.3     Clause 39 of General Conditions of Contract is replaced by the revised Clause as under(Board’s letter No.78/WI/CT/34(Rev.Co.)   dt.15-1-1979 :-

            

                       Any  item  of  works carried out by  the  contractor  on  the  instructions of the Engineer which is not included in the accepted  Schedule  of Rates shall be executed  at  the  rate  set  forth  in Schedule  of  Rates -1990  (Central Railways) modified  by  the tender  percentage and where such items are not contained  in  the  latter work will be done at  the rates agreed upon between the Engineer and the Contractor  before  the execution of such items of work  and  the contractor  shall be bound to notify the Engineer  at least  seven  days before the necessity arises for the execution of such  items  of  work that the accepted schedule of rates does not  include  a rate or rates for the extra work involved.  The rates payable for  such items shall be decided at the meeting to be held between the  Engineer  and  the contractor in as short period  as  possible  after the need for the special items has come to the notice.   In case,  the  contractor fails to attend the  meeting  after  being  notified to do so or in the event of no settlement being  arrived at  the Railway shall be entitled to execute the extra  works  by  other  means and the contractor shall have no claims or  loss  or  damage that may result from such procedure.

       

Provided always that if  the contractor shall  commence  work  or incurs  any expenditure in regard there-to-before the rates  shall be  determined as lastly here-on-to  for-mentioned, then and in such a case the contractor shall only be entitled  to be  paid  in respect  of the work  carried out or  expenditure incurred  by  him  prior  to the date of determination as aforesaid according to rates as shall  be  fixed  by  the  Engineer.   However, if the contractor is not satisfied with the decision of  the Engineer in this respect he may appeal  to  the Chief  Engineer  within 30 days of getting the  decision  of  the  Engineer, supported by analysis of the rates claimed.  The Chief Engineer's decision after hearing both the parties in the matter, would be final and binding on the contractor and the Railway.

 

 

 

 

        36.           SETTLEMENT  OF  DISPUTES

                         

36.1        The disputes will be settled under the Arbitration Act 1996. The successful tenderers shall put up his/their claim as per clause 43 of the General Conditions of the Contract during the progress of work and not after completion of the work. All such claims and dispute shall be settled promptly during the progress of the work. The final authority for giving the decision on claim and dispute put up by the tenderers/contractors shall be the Chief Engineer, West Central Railway, Jabalpur.

 

36.2        The provision of the clause – 63 & 64 of the General conditions of contract will be applicable only for settlement of claims of dispute/(s) between the parties for value less than or equal to 20% of the value of the contract. When claims or disputes are of the value more than 20% of the value of contract, provision of clause 63 & 64 and other value and clause of the general conditions of contract will not be applicable and arbitration will not be remedy for settlement of such disputes.

 

36.3        The contractor/s shall not be entitled to ask for reference to arbitration, before the completion of the work assigned to him/them contract. The contractor/s shall seek reference to arbitration to settle the disputes only once within the ambit of condition above.

 

36.4        The contractor/s shall not be entitled to make any claim whatsoever against the railways under or by virtue of or arising out of this contract, nor shall the Railway entertain or consider any such claim, if made by the contractor/s after he/they shall have signed “NO CLAIM CERTIFICATE” in favour of the Railway, in such form as shall be required by the Railway after the work are finally measured up. The contractor/s shall be debarred from disputing the correctness of the items covered by “No Claim Certificate” or demanding a reference to arbitration; in respect thereof after clear no claim as given by contractor the dispute if any will not be arbitrable.

 

36.5        These special conditions shall prevail over existing clause 63 & 64 of the General conditions of contract other than provision relating “Excepted Matters”. For settlement of disputes between one Government Deptt. And another or between the Government Department and Public Sector undertaking, the following special conditions shall be applicable.

 

36.6        In the event of any dispute of difference between the parties hitherto, such dispute or condition shall be resolved amicably by empowered agencies of the Government. If such resolution is not possible, then the unresolved dispute or difference shall be referred to arbitration of an arbitrator to be nominated by Secretary, Department of Legal Affairs (Law Secretary) in terms of office Memorandum No. 55/3/1/75/CF dt. 19-12-75 issued by the Cabinet Secretariat (Department of Cabinet Affairs) as modified from time to time.

 

36.7        The arbitration Act, 1996 or the arbitration clause contained in the General Conditions of Contract shall not be applicable to the arbitration under this clause. The award of the Arbitrator shall be binding upon parties in the dispute, provided however, any Party aggrieved by such award may make further reference for setting aside or revision of the award to Law Secretary whose decision shall bind the parties finally and conclusively

 

                       CLAUSE  63 &  64 OF G.C.C.  –

 

36.8        Clause Nos. 63  & 64 of General Conditions of Contract (GCC) have been revised in  view  of Promulgation  of  the Arbitration and Conciliation Ordinance-1996, as under :-  (Rly.Board’s letter No.96/CE-I/CT/29 dt.6-8-1997).          

 

                       CLAUSE  63  :

                        

Matters finally determined by the Railway - All disputes and differences of any kind whatsoever arising out of or in connection with the contract, whether during the progress of the work or after its completion and whether before or after the determination of the contract shall be referred by the contractor to the Railway and the Railway shall within 120 days after receipt of the Contractor’s representation make and notify decisions on all matters referred to by the Contractor in writing provided that matters for which provision has been made in Clause 8, 18, 22(5), 39, 43(2), 45(a), 55, 55-A(5), 57, 57(a), 61(1), 61(2) and 62(i) to (xiii) (B) of General Conditions of Contract or in any Clause of the Special Conditions of the Contract shall be deemed as ‘excepted matters’ and decisions of the Railway authority, thereon shall be final and binding on the contractor provided further that ‘excepted matters’ and decisions shall stand specifically excluded from the purview of the arbitration clause and not be referred to arbitration.

 

                       64 (1) (i)  -  DEMAND  FOR  ARBITRATION

 

                       In the event of any dispute or difference between the parties hereto as to the construction or operation of this contract, or the respective rights and liabilities of the parties on any matter in question, dispute or difference on any account or as to the withholding by the Railway of any certificate to which the contractor may claim to be entitled to, or if the Railway fails to make a decision within 120 days, then and in any such case, but except in any of the ‘expected matters’ referred to in Clause 63 of these conditions, the contractor, after 120 days but within 180 days of his presenting his final claim on disputed matters shall demand in writing that the dispute or difference be referred to arbitration.

 

                       64 (1) (ii)  :

 

                       The demand for arbitration shall specify the matters which are in question or subject of the dispute or difference as also the amount of claim item wise.  Only such dispute(s) or difference(s) in respect of which the demand has been made together with counter claims or set off shall be referred to arbitration and other matters shall not be included in the reference.

 

(a)    The Arbitration proceedings shall be assumed to have commenced from the day, a written and valid demand for arbitration is received by the Railway.

(b)    The claimant shall submit his claim stating the facts supporting the claims alongwith all the relevant documents and the relief or remedy sought against each claim within a period of 30 days from the date of appointment of the Arbitral Tribunal.

(c)    The Railway shall submit its defense statement and counter claim(s), if any, within a period of 60 days of receipt of copy of claims from Tribunal thereafter, unless otherwise extension has been granted by Tribunal.

                       

                       64 (i) (iii)  :

 

                        No new claim shall be added during proceedings by either party.  However, a party may amend or supplement the original claim or defense thereof during the course of arbitration proceedings subject to acceptance by Tribunal having due regard to the delay in making it.

 

                        64 (i) (iv)  :

 

                        If the contractor(s) does/do not prefer his/their specific and final claims in writing, within a period of 90 days of receiving the intimation from the Railways that the final bill is ready for payment, he/they will be deemed to have waived his/their claim(s) and the Railway shall be discharged and released of all liabilities under the contract in respect of these claims.

 

                        64 (2)  :

 

                        OBLIGATION DURING PENDANCY OF ARBITRATION   -  Work under the contract shall, unless otherwise directed by the Engineer, continue during the arbitration proceedings, and no payment due or payable by the Railway shall be withheld on account of such proceedings, provided, however, it shall be open for Arbitral Tribunal to consider and decide whether or not such work should continue during arbitration proceedings.

 

                        64 (3) (a) (i)  :

 

                        In cases where the total value of all claims in question added together does not exceed Rs.10,00,000/- (Rupees Ten Lakhs only), the Arbitral Tribunal consist of a sole arbitrator  who shall be either the General Manager or a Gazetted Officer of Railway not below the grade of J.A. Grade nominated by the General Manager in that behalf.  The sole arbitrator shall be appointed within 60 days from the day when a written and valid demand for arbitration is received by Railway.

                       

                       64 (3) (a) (ii)  :

 

                        In cases not covered by Clause 64 (3) (a) (i), the Arbitral Tribunal shall consist of a panel of three Gazetted Rly. Officers not below J.A. Grade, as the arbitrators.  For this purpose, the Railway will send a panel of more than 3 names of Gazetted Rly. Officers of one or more departments, of the Railway to the contractor who will be asked to suggest to General Manager upto 2 names out of the panel for appointment as contractor’s nominee.  The General Manager shall appoint at least one out of them as the contractor’s nominee and will, also simultaneously appoint the balance number of arbitrators either from the panel or from outside the panel, duly indicating the ‘presiding arbitrator’ from amongst the 3 arbitrators so appointed.  While nominating the arbitrators it will be necessary to ensure that one of them is from the Accounts Department.

 

                       An officer of Selection Grade of the Accounts Department shall be considered of equal status to the officers in S.A. Grade of other departments of the Railways for the purpose of appointment of arbitrators.

 

                        64 (3) (a) (iii)  :

 

                        If one or more of the arbitrators appointed as above refuses to act as arbitrator, withdraws from his office as arbitrator, or vacates his/their office/offices or is/are unable or unwilling to perform his functions as arbitrator for any reason whatsoever or dies or in the opinion of the General Manager fails to act without undue delay, the General Manager shall appoint new arbitrator/arbitrators to act in his/their place in the same manner in which the earlier arbitrator/arbitrators had been appointed.  Such re-constituted Tribunal may, at its discretion, proceed with the reference from the stage at which it was left by the previous arbitrator(s).

 

                        64 (3) (a) (iv)  :

 

                        The arbitral Tribunal shall have power to call for such evidence by way of affidavits or otherwise as the Arbitral Tribunal shall think proper, and it shall be the duty of the parties hereto to do or cause to be done all such things as may be necessary to enable the Arbitral Tribunal to make the award without any delay.

 

                        64 (3) (a) (v)  :

 

                        While appointing arbitrator(s) under sub-clause (i), (ii) & (iii) above, due care shall be taken that he/they  is/are not the one/those who had an opportunity to deal with the matters to which the contract relates or who in the course of his/their duties as Railway servant(s) expressed views on all or any of the matters under dispute or differences.  The proceedings of the Arbitral Tribunal or the award made by such Tribunal will, however, not be invalid merely for the reason that one or more arbitrator had, in the course of his service, opportunity to deal with the matters to which the contract relates or who in the course of his/their duties expressed views on all or any of the matters under dispute.

 

                        64 (3) (b) (i)  :

 

                        The arbitral award shall state item wise, the sum and reasons upon which it is based.

 

 

                        64 (3) (b) (ii)  :

 

                        A party may apply for corrections of any computational errors, any typographical or clerical errors or any other error of similar nature occuring in the award and interpretation of a specific point of award to tribunal within 30 days of receipt of the award.

 

                        64 (3) (b) (iii)  :

 

                        A party may apply to tribunal within 30 days of receipt of award to make an additional award as to claims presented in the arbitral proceedings but omitted from the arbitrl award.

 

64.4 :

 

In case of the Tribunal, comprising of three Members, any ruling or award shall be made by a majority of Members of Tribunal.  In the absence of such a majority,  the views of the Presiding Arbitrator shall prevail.

     

64.5 :

 

                        Where the arbitral award is for the payment of money, no interest shall be payable on whole or any part of the money for any period till the date on which the award is made.

 

64.6 :

 

                        The cost of arbitration shall be borne by the respective parties.  The cost shall inter-alia including fee of the arbitrator(s) as per the rates fixed by the Railway Administration from time to time.

 

64.7 :

 

                        Subject to the provisions of the aforesaid Arbitration and Conciliation Act-1996 and the rules thereunder and any statutory modification thereof shall apply to the arbitration proceedings under this clause.

 

If any dispute arises between the parties with respect to this agreement any application or suit shall be initiated only in the court with the local limits of whose jurisdiction the West Central Railway, Divisional Head Quarters Office is situated and both the parties shall be bound by this clause.

 

18.0        REFUND OF SECURITY DEPOSIT

 

               No part refund of security deposit shall be permitted till completion of consultancy contract.

 

19.          The tender is required to obtain licence from the Assistant Labour Commissioner (Central), Jabalpur under contract Labour (Regulation & Abolition), Act,1970 and contract Labour (Regulation and Abolition) Central Rules, 1971.

 

 

20.          Non compliance with any of the conditions set forth herein above is liable to result in the tender being rejected.

 

 

37.         SHIFTING OF ELECTRICAL/TELEGRAPH WIRES/CABLES ETC. 

     

                      In some  stretches, high tension  grid  towers/electric /  telegraph/ telephone  wires or posts etc. may require shifting. It  is  expected  that the  electric  lines/towers  will  be  shifted  in time, but in case, there is any  delay  on  this  account suitable extension in period of completion  will  be  considered  and  given to the contractor  for  only  the  affected  portion  and no compensation  whatsoever  in  this respect  or due to the delay thus caused will be payable  and contractor  has  to  adopt  such  methods  of  execution so  as  not  to  cause  any  damage  to  existing  structures, lines etc.

       

38.                             TESTING AND FIELD LABORATORY

       

        38.1      Contractor  shall  provide  a field  laboratory at the site of work  for   day-to-day  testing  at  site  during the progress of  work.   All  the  expenditure on this account shall be borne by the contractor  and no extra payment shall be made by Railway.       

38.2           The  contractor  shall get  a  percentage of  samples  tested from other  approved  laboratories as  directed  by  Engineer-in-charge for confirmatory test without any extra payment to the contractor unless otherwise specified in the contract.

 

         38.3  Materials supplied by the  contractor  will required to be tested  as  required  by  the various codes  and  specifications at contractor’s cost.   If additional  testing other than required by specification is ordered by Engineer, the testing charges shall be borne by the Department, if the results are satisfactory  and  will be borne by the contractor,  if  the same are found to be unsatisfactory.

       

39.                  FOREIGN  EXCHANGE

 

                   Any demand of foreign exchange for importing of equipments & materials will not be accepted.

            

40.                   EMERGENCY WORK

 

                   In  the event of any accident or failure occurring in  on  or  about  the  work  or arising out of or  in  connection  with  the construction,  completion or maintenance of the works,  which  in the  opinion  of the Engineer requires immediate  attention,  the  Railway  may  bring its own workmen or other  agency to  execute or partly  execute  the necessary work or carryout  repairs  if  the Engineer considers that the contractor is not in a position to do so in time and charge the cost thereof  to the contractor.

       

41.                             CLEARANCE OF SITE

 

                       The contractor after completion of the work shall clear the site of the work and tidy up the area and remove leftover materials,  debris etc.  In case the contractor fails to do so, the same will be removed by the Railways and the cost thereof will be charged to the contractor.  Rates  of work(s) shall be inclusive of clearing the site, tidying etc. after completion of the work.

       

42.                             COMPLETION PERIOD

     

42.1                  The contractor shall have to complete the work in all respects within a period of completion as mentioned in the tender notice from the date of issue of acceptance of the tender.

 

42.2            The contractor shall strictly adhere to the programme framed  by the Engineer or  his representative so as to complete the work within the time allotted to the

Contractor

     

42.3      The contractor will have to employ labour in full  strength  commensurate  with  working areas available.  He  will  also arrange  for  materials and equipments to complete  the  job most expeditiously within the stipulated completion period. The Engineer's decision as to what is full strength will  be  final and binding on the contractor.

 

43.                                MAINTENANCE  OF  WORKS  

        

                        The contractor shall be required to maintain the work effectively for a period of 6 (six) months or till the end of first monsoon after the completion period, which ever is later from the date of completion  as per Clause 47 of the  General  Conditions  of Contract of Central Railway and no part refund  of Security  Deposit shall be permitted during the  maintenance period mentioned above. In case of construction of building (service / residential), the payment of the roof  slab which directly or indirectly comes in contact with the rain, these slabs payment should be arranged after passing of one monsoon period.

       

              

44.                             PRICE VARIATION.

                                                                                               

       

            The rates quoted by tenderers and accepted by Railway Administration shall hold good till the completion of the work and  no  additional  individual  claim will be admissible  on  account of fluctuation  in  market  rates, increase  in  taxes/any   other   levies/tolls etc. except that payment/recovery for overall market  situation  shall  be made as per price variation clause  in  para below.

       

2.       No cognisance will be given for any sort of fluctuations in  taxes  and other market conditions etc. for any  individual  item  for the purpose of making adjustments in payments.  The contract shall, however be governed by the general price variation clause as under.

       

3.        Adjustment  for  variation  in prices  of  material,  labour, fuel,  explosives, detonators shall be determined in  the  manner  prescribed below :

       


 

            The  percentage component of various items in a contract  on  which variation in prices  shall be admissible shall  be :-

 

Sr. No.

Description

Earthwork

Ballast and quarry products

Tunnelling

Other Works

 

1.

 

Labour component (P)

 

50%

 

55%

 

45%

 

30%

 

2.

 

Fuel component (Z)

 

20%

 

15%

 

15%

 

15%

 

3.

 

Other material component (Q)

 

15%

 

15%

 

  5 %

 

40%

 

4.

 

Explosive component (S)

 

  -

 

   -

 

15%

 

  -

 

5.

 

Detonators component (T)

 

  -

 

   -

 

  5 %

 

  -

 

6.

 

Fixed component (F)

 

15%

 

15 %

 

15%

 

15%

 

 

                           TOTAL :-

                          

 

100%

 

100%

 

100%

 

100%

 

        Note :-  Fixed component will not be considered for any price  variation.

 

      

4.       The amount of variation in prices in the several  components  (labour,  material  etc.) shall be worked out  by  the  following formula :-

       

                                R x (I - Io)               P

             i)    L    =     --------------        X   ------

                                   Io                       100

       

       

                                R x (W - Wo)          Q

             ii)   M    =     -----------------    X   ------

                                    Wo                    100

       

                              

 

                                  R x (F - Fo)             Z

             iii)  U    =       ----------------      X  ------

                                        Fo                   100

       

                                  R x (E - Eo)            S

             iv)   X    =      -----------------    X   ------

                                        Eo                   100

       

       

                                  R x (D - Do)            T

             v)    N    =      -----------------    X   ------

                                         Do                  100

       

       

             L    -    Amount of price variation in labour.

            M    -    Amount of price variation in materials.

            U    -    Amount of price variation in fuel.

            X    -    Amount of price variation in explosive.

            N    -    Amount of price variation in detonators.

       

            R   -  Gross value of the work done by the contractor  as  per   on account bill(s) excluding cost of materials supplied  by Railway at fixed price.  This will also exclude specific payment, if any, to be made  to  the  consultant engaged by the contractors (such payment will be  indicated in the contractor's offer).

       

            Io   -    Consumer  price  Index  Number  for Industrial Workers. -  All India - Published in R.B.I. Bulletin for the base  period.

       

            I    -    Consumer price Index Number  for Industrial Workers. - All India - Published in R.B.I. Bulletin for the average  price Index of 3 months of the quarter under consideration.

 

           Wo  -   Index  Number of  wholesale  prices By groups and Sub-Groups - All commodities - as published in the  R. B.I. Bulletin for the base period.

       

              

           W  -     Index  Number of  wholesale prices  By groups and Sub-Groups - All commodities as published in the  R. B.I. Bulletin of the average price index of 3 months of the  quarter under consideration.

       

           Fo   -  Index Number of  wholesale  prices  By  Groups and sub-Groups - for Fuel, Power, Light  and  lubricants as published in the R.B.I. Bulletin for base period.

       

           F     -    Index Number of wholesale prices By Groups for fuel, power, light and  lubricants  as published in  R. B. I. Bulletin for the average price Index of 3 months of the quarter under consideration.

       

           Eo   -    Cost of explosives as fixed by  DGS&D  in  the relevant  rate  contract  of  the firm  from  whom  purchases  of explosives  are  made by the contractor  for  the  base period.

       

            E    -    Cost  of  explosives as  fixed by DGS&D in the relevant rate contract of the firm from whom purchases of explosives are made by the contractor for the average  price  index of 3 months of the quarter under consideration.

       

        Do   -     Cost  of detonators  as fixed by DGS&D in the  relevant rate contract of the firm     from whom purchases of  detonators are made by the contractor for the base period.

       

        D    -     Cost of detonators as  fixed  by  DGS&D in the relevant  rate contract of the firm from whom purchases of  detonators are made by the contractor for the average price  index of 3 months of the quarter under consideration.

       

 

        P    -     % of labour component.

       

        Q    -     % of material component

       

        Z    -     % of Fuel component.

       

        S    -     % of explosives component.

       

        T    -     % of detonators component.

        

        NOTE : The index number for the base period will be the

                     index number as obtained for the month of opening

                     of the tender and the quarters will commence from

                     the month following the month of opening of tender

 

5.        The adjustment for variation in prices if required shall  be  made once every quarter in the on account payments.  If more than one on-account payment is made to the contractor in a quarter the   adjustment, if required, shall be made in each bill.

       

6.          If  the  amount  of variation in prices,  either  upward  or downward is less than 5%  of the amount payable to the  contractor  (excluding (a) cost of cement, steel and other items supplied  by  the Railway to the contractor at a fixed price, and (b)  specific  consultancy  charges as per accepted offer), no adjustment  shall be  made.   Further reimbursement/recovery due  to  variation  in  prices  shall be made only for the amount in excess of 5% of  the amount payable to the contractor.

       

7.         Price  variation  during  extended  period  of  contract :

       

            The price adjustment as worked out above i.e.  either  in  crease or decrease will be applicable upto the stipulated date of completion  of the work including the extended period of  completion  where such extension has been granted under  Clause  17(1), 17(2)  & 17(3)  of the General Conditions of Contract.   However, where  extensions  of time has been granted due  to  contractor's failure under Clause 17(4) of the General Conditions of Contract. Price adjustment will be done as follows. :-

       

            (a)       In case the indices increase above the indices applicable to the  last  month or original completion period  or  the  extended period under Clause 17(1), 17(2) or 17(3) the price adjustment of  the  period  of  extension granted under  Clause  17(4)  will  be   limited  to the amount payable as per the indices  applicable  to the last month of the original completion period of the  extended  period  under Clause 17(1), 17(2) or 17(3) of General  Conditions  of Contract, as the case may be.

       

            (b)      In case the indices fall below the indices applicable to the last  month of the original/extended period of  completion  under Clause  17(1), 17(2) or 17(3), as the case may be then the  lower  indices  will be adopted for price adjustment for the  period  of  extension  under Clause 17(4) of the General Conditions  of  Con tract.

       

 

 

 

8.        Applicability  and  ceiling limit for  price  variation shall be as follows :

       

           "Price  variation  clause  will  not  apply  if  the price variation is upto 5%.  Reimbursement / Recovery due to variation in  prices will be made only for the amount in excess  of  5% of the amount payable to the contractor.

 

           a)          Contracts upto one year.

            

                        Price  variation  clause will not be applicable.

       

           b)          Contracts between 1 to 2 years' duration

       

                        The total amount of reimbursement/recovery due to  variation in prices of the several components shall be limited to  10% (i.e. 15 - 5% floor price) of the amount finally payable  to   the contractor subject to Note below.

       

            c)         Contracts of more than 2 years' duration

       

                        The total amount of reimbursement/recovery due to  variation in prices of the several components shall be limited to  20% (25% - 5% floor price) of the amount finally payable to  the contractor subject to Note below.

       

             NOTE

       

             (1)       Materials supplied free by the Railway to the contractors will not form part of the value of the contract entered into and will fall outside the purview of the price variation clause.

 

             (2)       Duration  of  the contract shall be prescribed  in  the  tender  documents at the time of inviting tenders  and  will  not  include the extended period due to extension,  if  any, given."

 

45.            It is necessary for the contractor to utmost care in executing the work as per specifications laid down. To facilitate the work of quality control the contractor shall arrange for following equipments of approved make before commencement of the work: -

 

(i)         Cube, testing machines          -           1 No.

(ii)        Dumpy level                            -           1 No.

(iii)       Theodolite                               -           1 No.

 

      The above mentioned equipments should be brought in new brand condition and shall be kept at the work site only till the completion of the work.


 INCOME TAX RETURN CERTIFICATE

 

               Name and style (of the company, firm HUF or Individual) in which the applicant is assessed or assessable to Income Tax for the purpose of assessment.

 

               Name and address of all companies, firms of association of persons in which the applicant is astatically interested in individual or fiduciary capacity.

 

NOTE - For the purpose of clause (2) above the works substantially interest would have the same meaning as in explanation to section 40A (2).

 

(a)          The Income Tax circle/ward/district in which the applicant is assessed to Income Tax and the permanent Account No.

 

(b)          In the case partner ship firm.

 

Name of the partner

Address

Permanent Account No.

Income Tax circle/ ward assessed

 

 

 

 

 

 

 

 

 

 

 

               The following particulars are to be furnished concerning the Income Tax assessment for the proceeding five years.

 

 

Year

Total Income Assessed

Tax Demanded

Tax Paid

Balance due

1998-99

 

 

 

 

1999-2000

 

 

 

 

2000-2001

 

 

 

 

2001-2002

 

 

 

 

2002-2003

 

 

 

 

 

 

 


 

West Central Railway

 

1.0          Whether any penalty for concealment has been imposed under the provisions of the Income Tax Act 1961 of Wealth Tax Act, 1957 on or after 1st April, 1975.

 

(i)           If the answer is in affirmative, give the date, amount of penalty imposed and section under which imposed.

 

(ii)          Whether any appeal has been filed against the penalty order before he appellate Assistant Commissioner of Income Tax or before the Income Tax Appellate tribunal. If so, the result there of alongwith the date of appellate order.

 

(iii)         Whether convicted for an confines the meaning of section 277 of Income Tax Act, 1961 or under section 36(2) of the Wealth Tax Act, 1957 or under section 199/200 of the Indian Penal Code. If so, the date of the date conviction order.

 

(iv)         Details of total contract amount received by the applicant whose name is mentioned against (I) above during the proceeding five accounting years.

 

Name of Various

Assessment Year

Total contract amount received

The name of the authority or person form which amount are received

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2.0          In case there has been no Income Tax assessment in any year, whether returns have been submitted under section 139 (1) 139(2) and 133 of the Income Tax Act, 1961 or tax has been paid in advance under section 210(3) of the Income Tax Act, 1961 and if so, the amount of Income returned for each year and tax for each of the four years mentioned above and the Income Tax circle/District concerned where such returns have been filled given reasons for the same.

 

 

 

 

 


 

 

West Central Railway

 

Assessment Year

Income Returned

Tax paid on self assessment U/S 140A

Tax pain in advance U/S 210

Date of payment

199

 

 

 

 

199

 

 

 

 

2000

 

 

 

 

2001

 

 

 

 

2002

 

 

 

 

2003

 

 

 

 

 

3.0          Whether any attachment or certificate proceedings are pending in respect of the arrests.

 

4.0          The name and address of branch(es), if any.

 

               I declare that the above information is correct and complete to the best of my information and belief.

 

 

 

(Signature of the Contractor)

 

Address : ______________________________________

                ______________________________________

                ______________________________________

 

 

Date :

 

Registration No. ____________________________________

 

Note : 1. Tax in column 3 & 4 of Para 4 includes all items viz I.T.S.T. surcharge etc.

 

          2. It any tax remains unpaid reasons should be explained in an attached statement.

 

 


 

West Central Railway

 

(TO BE FILLED IN BY INCOME TAX OFFICER)

 

               I hereby certify that :

 

(i)           The information contained in this application has been verified from the assessment records and found correct.

 

(ii)          The assess has paid all tax demands due other than those which have been stayed by the competent authority.

 

(iii)         The assesses has been Co-operative with the department in facilitating type completion of the pending assessment.

 

(a)          The period of three years has expired from the date of Appellate order of the Income Tax appellate Tribunal confirming or partially confirming the penalty levied on or after 1.4.75 under section 271(1) (c) of the Income Tax Act, 1961 or under section 18(1) (c) of the Wealth Tax Act, 1957.

 

OR

 

               In case where no appeal has been filled by the assesses against the penalty imposed on or after 1.4.75 under section 271(1) (c) of the Income Tax Act, 1961 or under section 18 (1) (c) of the Wealth Tax Act, 1957 the period three years expired from the date of the imposition of the penalty.

 

(b)          The period of three years has expired from the date of the order of conviction on or after 1.4.75 under section 277 of the Income Tax Act, 1961 under section 56 (1) of the Wealth Tax Act, 1975 or under section 199/200 of the Indian Penal Code.

 

NOTE : Delete which ever is in applicable in the above certificate.

 

 

 

Date :

Signature of I.T.O.

Circle/Ward

Seal


 

APPENDIX-`A'

                                                                

SAFETY RULES   

       

1.         Suitable scaffolds should be provided for workmen for all works that cannot safely be done from the ground or from solid construction except such short period work as can be done safely from ladders.  When a ladder is used an extra labourer shall be engaged for holding the ladder and if the ladder is used for carrying materials as will, suitable foot-holds and hand holds shall be provided on the ladder and the ladder shall be given an inclination not steeper than one horizontal to four vertical.

 

2.         Scaffolding or staging more than 3.5 metres above the ground or floor swung or suspended from an overhead support or erected with stationary support shall have a guard rail properly attached bolted, braced and otherwise secured above the floor or platform of such scaffolding or staging and extending along the entire length thereof with only such opening as may be necessary for the delivery of materials.   Such scaffolding or staging shall be so fastened as to prevent it from swaying from the building or structure.

       

3.         Working platform gangways and stairways should be so constructed that they should not sag unduly or unequally, and where the height of the platform or the gangway or the stairway is more than 3.5 meters above ground level or floor level, they should be closely boarded, should have adequate width and should be suitably fastened as described in the para above.

       

4.      Safe means of access shall be provided to all working platforms and other working places.  Every ladder shall be securely fixed.   No portable single ladder shall be over 10 meters in length while the width between side rails in swung ladder shall in no case be less than 300 mm for ladder upto and including 3.5 metres in length.  For longer ladders this width should be increased by at least 20 mm for each additional metre of length.  Uniform steps spacing shall not exceed 300 mm.  Adequate precautions shall be taken to prevent danger from electrical equipment.   No materials on any of the sides of work shall be so stacked or placed as to cause danger for inconvenience to any persons or the public.

       

            The contractor shall provide all necessary fencing and lights to protect the public from accident, and shall be bound to bear the expenses of defense of every suit action or other proceedings at law that may be brought by any persons for injury sustained owing to neglect of the above precautions and to pay any damages and cost which may be awarded in any such suit action or proceedings to any such persons or which may with the consent of the contractor be paid to compromise any claim by any such  person.

 

5.         Before any demolition work is commenced and also during the process of the work: -

       

(a)        All roads and open areas adjacent to the work site shall either be closed or suitably protected.

       

(b) No electric cable or apparatus which is liable to be a source of danger over a cable or apparatus used by the operator shall remain electrically charged.

    

(c) All practical steps shall be taken to prevent danger to persons employed from risk of fire or explosion of flooding. No floor, roof, or other part of the building shall be so overloaded with debris or materials as to render it unsafe.

 

6.                  All necessary personal safety equipment as considered adequate by the Engineer-in-charge should be kept available for the use of the persons employed on the site and maintained in a condition suitable for immediate use and the contractor should take adequate steps to ensure proper use of equipment by these concerned. 

 

(a)       Workers employed on mixing asphalt materials, cement and live mortar shall be provided with protective goggles. 

      

             (b)     These engaged in white washing and mixing or attacking of cement bags or any materials which is injurious to the eyes shall be provided with protective goggles.  

    

             (c)     Those engaged in welding works shall be provided with welder’s protective eyesight lids.

      

             (d)     Stone breakers shall be provided with protective goggle and protective clothing and seated at sufficiently safe intervals.

      

6A.    In case the contractors have to ply vehicles for the purpose connected with the contract adjacent to Railway track the Railway Administration will be at liberty to post an experienced staff as flag man for guidance of the movements such vehicles so as to prevent accidents and the contractor will bear wages including all etc. of the staff posted as flag man for the period of Contract for such periods during which such staff is posted for the purposes. The Rly. Administration will be sole judge in the absolute discretion, of the fact that it is necessary to post any staff, that which of the staff will be suitable for the purpose, that what should be the wages and other allowance payable by the contractor for staff posted for the purpose.  The Rly.  Administration will have a right without prejudice to other remedies to deduct the wages etc. of such staff from the bills of the contractor in respect of this contract of from any moneys or the contractor whatsoever available with the Railway Administration.  The contractor will be liable for any over payments under Workman Compensation Act on account of any injury sustained to Railway servant during that period.

       

7.     When the work is done near any place where there is risk of drowning, all necessary equipment should be provided and kept ready for use and all necessary steps taken for prompt rescue of any persons in danger and adequate provision should be made for prompt first aid treatment of all injuries likely to be sustained during the course of the work.

       

8.        Use of hoisting machines and tackle including their attachment anchorage and supports shall conform the following standards or conditions:

       

             (a)  (i)   These  shall  be of  good  mechanical  construction, sound  materials and adequate strength and free from  patent  defect and shall be kept in good repair and in good  working order.

       

(ii)                Every rope used in hoisting or lowering materials or as a means of suspension shall be of durable quality and adequate strength and free from patent defects.

       

             (b)         Every   Crane  Driver  or  hoisting  appliances  operator  shall  be  properly qualified and no person under the age  of  21 years shall be in-charge of any hoisting machine including any scaffolding.

 

(c)         In case of every hoisting machine and of  every  cabin ring,  shackle, swivel and pulley  block used in hoisting  or as  means  of suspension safe working load shall  be  ascertained  by adequate means.  Every hoisting machine and all gear referred to above shall be plainly marked within the safe working load.

       

                         In case of a hoisting machine having a variable safe working load, each safe working load of the conditions under which it is applicable shall be clearly indicated.  No part of any machinery or any gear referred to above in this paragraph shall be loaded beyond the safe working load except for the purpose of testing.

       

             (d)       In case of departmental machine the safe working  load shall be notified by the Electrical Engineer-in-charge.   As regards contractor’s machines, the contractor shall notify safe working load of the machine to the Engineer-in-charge whenever he brings any machinery to site of work, get it verified by the Electrical Engineer concerned.        

 

9.         Motors, gearing transmission, electric wiring and the dangerous part of hoisting appliances should be provided with efficient safe guards, hoisting appliances should be provided with such means will as reduce to the minimum the risk of accidental descent of the load, adequate precautions should be taken to reduce to the minimum the risk of any part of a suspended load becoming accidentally displaced.  When workers are employed on electrical installations, which are already energised insulating mats, wearing apparel, such as gloves, sleeves and both as may be necessary should be provided.  The workers should not wear any rings, watches and carry keys or other materials which are good conductors of electricity.

 

10.       All scaffolds, ladders and other safety devices mentioned or described herein shall be maintained in safe condition and no scaffold ladder or equipment shall be altered or removed while it is use.   Adequate washing facilities should be provided at or near places of work.

             

11.       USE OF EXPLOSIVE

       

Explosive shall not be used on the work or brought to the site by the contractor without the written permission of the Engineer.   After such permission is given, the explosives will be stored and used as per extant explosive rules of the Government of India/State Government.

 

12.      These safety provisions should be brought to the notice of all concerned, display on a notice board at a prominent place at the work spot.   The persons responsible for compliance of the safety code shall be named herein by the contractor.

 

13.       To ensure effective endorsement of the rules and regulations relating to safety precautions, the arrangements made by the contractor shall be opened to inspection by Labour Officer/Engineer-in-charge of the Department or their representative.

 

14.              Precautions while working in the vicinity of track  :-

 

(a)   When the work is required to be done along or near existing Railway track, the contractors shall take steps as are necessary for the safety of the track, labour working at site.  He/They will also be required to programme his/their working so as not to interfere with movement of trains.  No extra payment shall be allowed for these precautions.  It should be ensured that the ballast of the track is not spoiled or mixed with earth.

            (b)   In addition to the precautions taken by the contractors for the safety of the track and labour, it may be necessary to post flagmen in some locations as additional safety measure.  The contractor(s) shall be fully responsible for any damage to or trespass caused by his/their men to surrounding structure, Rly. bears no liability whatsoever on this account.

     

15.              Notwithstanding the above clause from (1) to (14) there is nothing in these to exempt the contract or the operation of any other act or Rule in force in the Republic of India.

 

 

     


 

WORKING PROCEDURE

1.                  After getting the acceptance letter, contractor will get the testing of all material and take approval from the Engineer-in-charge. All material i.e. cement, coarse, aggregate, fine aggregate, moorum, steel bars, bricks etc. are to be tested.

 

2.                  After getting the approval of material, approved materials are to be collected at the site in required quantity.

 

3.                  Labourers, tools, plants and machinery are to be arranged by contractor.

 

4.                  A field laboratory is to be provided for testing the concretes, brick and other material.

 

The following minimum testing equipments are required: -

 

Sr. No.

Description

Quantity

1.

Cube testing machine (150 tonne capacity)

1 No.

2.

Test Cube moulds preferably cast iron 150x150x150 mm size.

15 Nos.

3.

Weight balance (a) Counter balance 10 kg capacity with weight upto 1 gm. (b) Counter balance (Dial gauge type/platform balance 100 kg capacity.

One set

4.

I.S. Sieve set (square mesh) 200 mm dia meter frame (40mm, 20mm, 10mm, 4.75mm, 2.36mm, 1.18mm, 600mic, 300mic, 150mic, pan & lid complete set.

One set

5

Measuring jars 5 litre, 2 litre capacity

1 no. each

6.

Measuring cylinder 250 cc capacity.

2 Nos.

7.

Slump cone with rod with 16mm dia MS rod 600 mm long one end rounded

1 No.

8.

Bimetallic stem Thermometer (upto 200 0c for taking temperature.)

1 No.

9.

Moisture meter

1 No.

10.

Core cutters

03 Nos.

11.

Hammer weighing about 10 kg for driving the core cutters

01 No.

12.

Concrete test cube mould

6 Nos

 

And for the above nothing extra will be paid to the contractor.

 

5.                  Leveling instrument, Theodolite etc. with ‘Zero error’ are to be arranged by contractor to get the perfect work alignment levels etc., for this nothing extra will be paid to contractor.

 

6.                  The arrangement for safety of Office staff of West Central Railway, their labourers plying their machineries and equipments are to be provided by the contractor and no extra will be paid to contractor by Railway. Any injury or loss of life of labour or other people, the contractor is whole responsible.

 


WORKING PROCEDURE CONTINUED

 

1.         Contractor will arrange the required approved materials i.e. cement, sand, aggregate, plasticizer & bricks design mix report for controlled concrete RCC alongwith test report from Govt. Engineering College/Polytechnic etc., for completion of work to the satisfactory of Engineer-in-charge before starting of the work

 

2.         Contractor will arrange the sufficient nos. of required machinery such as mixer, vibrator, road roller, tools & plants etc. to the satisfaction of Engineer-in-charge before starting the work. Contractor will arrange sufficient nos. of skilled staff such as mason, fitter, carpenters, operators, plumbers etc.

 

3.         Contractor will arrange the sufficient nos. of Zero error theodolite and leveling instrument for carrying out the work perfectly for which nothing extra will be paid to the contractor.

 

4.         Contractor will arrange the testing equipment and laboratory at site for carrying out the various measured tests during the execution of work at his own cost. The test which can not be performed at site shall be carried out at Govt. Engineering College / Polytechnic as may be directed by Engineer-in-charge.

 

5.         Contractor is solely responsible for safety of the work, his labours and safety of employees of office.

 

6.         TELEPHONE FACILITIES:

 

            The contractor will have to make his own arrangement for providing communication facilities at the site of work at his own cost (Land line, Mobile Phone, Intercom and walky-talky). The telephone facilities provided by the contractor shall be allowed to be used by the Railway staff without any charges.

 

7.         CAMP OFFICE:

 

            The contractor has to provide a Camp Office for Railway officials at site with water supply and sanitary facilities at his own cost for which no payment will be made to the contractor. If contractor fails to provide such facilities, this will be provided by the Railways, the cost thereof being recovered from the contractor.

 

8.         AUTO LEVEL:

 

            New Auto Level Instruments with 32 x magnification of Standard firm as approved by the Engineer-in-charge, will be brought by the contractor at site for taking Camber etc., at his own cost.

 

9.         COMPUTER:

 

            The contractor should provide a new Colour PC of adequate configuration alongwith Colour printer and other related accessories at site at his own cost, for submitting computerized weekly progress, contract bills etc. The computer and its attachments will be handed over to Railway in good working condition after completion of work.

 

10.       SECURITY:

 

            Being remote area, all the security arrangements for material, machinery, plants, equipments, labour and supervisors including Railway’s inspecting/supervising officials at working site will be arranged by the contractor at his own cost. The Railway will provide no security arrangement.

 

11.       DIGITAL VIDEOGRAPHIC RECORDING:

 

            The successful tenderer will be required to prepare digital video recording of entire activities such as assembly, erection, launching etc. and edit the same to cover the duration about three hours. This firm shall pictorially report the entire activity of the work starting from beginning to end with audio commentary. Two copies of video’s C.D.s shall be handed over to Railway alongwith necessary details, instructions, and literature. The cost of entire activities will be borne by the Contractor.

 

12.       COMPLETION DRAWINGS:

 

            On completion of work, the contractor will submit completion drawing on floppy and thereafter on clearance of Railways on C.D. for record.

 

 


Joint procedure order

 

(CE(C)CSTM’s letter No. EW/187/R/2165/VIII/ST/ dated 22.8.2000)

Levy of work contract – Tax on works contracts in various status.

That the contractors are liable to pay WCT (works contract tax) and a registration for the same as required with the sales tax authority of the respective state. It would be further stipulated that if the WCT registration is not produced within a period of two months of the awarding of the contract, the first on A/c bill will not be passed.

 

Royalty on contractor’s material

 

(CE (C)CTL/WRM/2001 dated 30.10.2001)

 

(Additional para of clause no. 17.3 – for payment of royalty charges)

 

As per the latest notification, the earth is being treated as mineral and the royalty is payable, while working on the face value of the tender, this fact should be taken into consideration.

 

       


 

 

                                               SETTLEMENT OF DISPUTES

 

                  ( CE(C) CSTM’s letter No. EW/187/R/465/ Vol.  VII dated 14/18/6/2002)

 

The provision of clauses 63 & 64 of General Condition of Contract will be applicable for  settlement for  claims or disputes between the  parties for value less than or equal to 20% of the  value of contract  and when  claims of disputes or of value more than 20% of the value of the contract , provision of clause 63 & 64  and other relevant  clause  of the General Condition of  Contract  will not be applicable  and arbitration  will not be a remedy  for settlement of such dispute.

 

Joint Procedure order

 

          (CE(C)CSTM's letter no EW/187/R/2165 /VIII /ST/ dated 22.8.2000.)

 

         Levy of works contract -Tax on works contracts in  various status.

 

 

      That the contractors  are liable to pay WCT and a registration for the same  as  

       required  with  the sales tax authority of the respective state. It would be further        

       stipulated   that if   the WCT registration is not  produced  within a period of  two

       months of  the  awarding    of the contract  , the first on A/c bill  will not be

       passed  .                 

 

Royalty on  contractor's earth

                        ( CE / C / CTL / WRM / 2001 dated 30.10.2001)

 

 

 As per the latest notification, the earth is being treated as mineral and the  royalty is payable. While working on the face value of the tender, this fact should be taken into consideration.

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 


 

Text Box: Passport size contractor’s photo ANNEXURE II

AGREEMENT FOR ZONE CONTRACT

CONTRACT AGREEMENT NO.....................................DATED  ............................

ARTICLES OF AGREEMENT made this...........................day of .........between the President of India acting through the................................................Railway hereinafter called the "Railway" of the one part and……………………………… ……………....................................................................... hereinafter called the “contractor" of the other part.

WHEREAS the Contractor has agreed with the Railway during the period of.................months from..........................to........................for the performance of:-

(a) New Works, additions and alterations to existing structures, special repair works and supply of building materials subject to the contract value for such works not exceeding Rs.......

(b) All ordinary repair and maintenance works at any site between kilometer................ and kilometer........................as will be set forth in the work orders    (which work orders shall be deemed' and taken to be part of this contract) that will be issued during the said period at..................% above/below the Schedule of Rates of the West Central Railway / Central Railway / Western Railway corrected upto date and Standard Specifications of the Railway contained in Works Hand Book corrected upto  date & Sanitary Works Hand Book corrected upto date and the special conditions and special specifications if any in conformity with the drawings (if any) that will be issued with the work order, aforesaid AND WHEREAS the performance of the said work is an act in which the public are interested.

NOW THIS INDENTURE PRESENTS WITNESSTH That in consideration of the payment to be made by the Railway, the Contractor will duly perform the works set forth in the said Work Order and shall execute the same with great promptness, care and accuracy, in a workman like manner to the satisfaction of the Railway and will complete the same on  or before the respective dates specified therein in accordance with the said specifications  and said drawings (if any) and said conditions of contract and will observe, fulfill and keep all the conditions therein mentioned (which shall be deemed and taken to be part of this contract as if the same had been duly set forth herein), AND the Railway both here-by agree that if the Contractor shall duly perform the said work in the manner aforesaid and observe and keep the said terms and conditions, the Railway will pay or cause to be paid to the Contractor for the said works on the completion thereof the amount due in respect thereof at the rates specified above.

                                  

                                                                                    Chief Engineer  ……………

CONTRACTOR/S                                                           Divisional Railway Manager (Wks)

Address : ………………………………                              Deputy Chief Engineer(constn)

………………………………………….                               Executive Engineer(Constn.)  

………………………………………….                               West Central Railway

Witnesses:                                                                    For and on behalf of

                                                                                    THE PRESIDENT OF INDIA

  (1) _________________________     

  (2) _________________________                                                                       

 ANNEXURE III

WORK ORDER UNDER ZONE CONTRACT 

Description of the work ……..………………………………………………………………………. ………………………….……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………

WORK ORDER NO............................DATED ........................................ UNDER CONTRACT AGREEMENT NO .....................................................................DATED................................For the work of ..............................................…………………………………………………………… ………………………………………………………………………………………………………………………………………………………………………………………………………………………….

Authority...............................................................Allocation...........................................

The Contractors)............................................................................ is/are hereby ordered to carryout the following works at................................% above/below the  standard schedule of Rates & standard non schedule items of the Central/west Central/Western Railways, and accepted individual rates of  non schedule items ,corrected upto date .

Date of completion of work order….......................................................

The quantities provided herein are approximate and subject to variation under Clause 42 of the General Conditions of Contract corrected upto date.

 

 

Divisional Railway Manager (Works)

Sr. Divisional /Divisional Engineer

Divisional Engineer…............ Division

    For and on behalf of PRESIDENT OF INDIA

I agree to complete the works herein set forth on or before the date specified under the Zone Contract. Agreement herein before referred to in conformity with the drawings here to annexed and in accordance with the General and Special (if any) Conditions of Contract corrected upto date and the Standard Specifications of. Central/west Central/Western Railways and Works hand Book Part III corrected upto date. I have also submitted the Indemnity Bond of Rs. 100/- in which my / our Temporary & permanent addresses alongwith the two witness’s address duly attested by the Notary Public. 

I also agree to maintain such works for the period specified below from the date of completion.

(a) Repair and maintenance work including white/colour washing three calendar months from date of completion.

(b) All new works except earth work-Six calendar months from date of completion.   Divisional Railway Manager (Works)     

 

 

      Sr. Divisional /Divisional Engineer

Contractor’s signature                                              Divisional Engineer…............ Division

Witness                                                           For and on behalf of PRESIDENT OF INDIA

  1. ………………………………
  2. ……………………………….

 

Passport size contractor’s photo

 
 

ANNEXURE IV

WEST CENTRAL RAILWAY

CONTRACT AGREEMENT NO ..................................................... DATED. .................... ARTICLES OF AGREEMENT made this.............................day of.................……..................... between the President of India acting through the ………………………West Central Railway here after called the "railway" of the one part and.................................................................. ...............................................here in after called the "Contractor" of the other part.

WHERE AS the Contractor has agreed with the Railway for the performance of the works.......................................................................................................................................... ………………………………………………………………………………………………………………………………………………………………………………………………………………………….set forth in the schedule hereto annexed upon the General Conditions of contract corrected upto date and the specifications of the Central Railway / West Central Railway /Western Railway contained in the Works Hand Book, Part III, corrected upto date and Sanitary Works Hand Book corrected upto date and the schedule of Rates of the West Central Railway / Central Railway / Western Railway corrected upto date and the special conditions and special specifications, if any, and in conformity with the drawings here-into annexed AND WHEREAS the performance of the said works is an act in which the public are interested.

NOW THIS INDENTURE WITNESSETH that in consideration of the payments to be made by the Railways, the Contractors will duly perform the said works in the said schedule set forth and shall execute the same with great promptness, care and accuracy in a workman like manner to the satisfaction of the Railway and will complete the same accordance with the said specifications and said drawings and said conditions of contract on or before the.........................day of.................................and will maintain the said works for a period of................................................................................................................... Calendar months from the certified date of their completion and will observe, fulfill and keep all the conditions therein mentioned (which shall be deemed and taken to be part of this contract as if the same has been fully set forth herein), AND the Railway, both hereby agree that if the Contractor shall duly perform the said works in the manner aforesaid and observe and keep the said terms and conditions the Railway will pay or cause to be paid to the Contractor for the said works on the final completion thereof the amount due in respect thereof at the rates specified in the Schedule hereto annexed.

                                  

                                                                                    Chief Engineer  ……………

CONTRACTOR/S                                                           Divisional Railway Manager (Wks)

Address : ………………………………                              Deputy Chief Engineer(constn)

………………………………………….                               Executive Engineer(Constn.)  

………………………………………….                               West Central Railway

Witnesses:                                                                    For and on behalf of

                                                                                    THE PRESIDENT OF INDIA

  (1) _________________________     

  (2) _________________________                                                                       


 

ANNEXURE V

WORK ORDER FOR WORKS

(Valued at over Rs. 10,000/-)

WORK ORDER NO.................... ............................................ DATED. ..............

Name of work ......................................................................................................

…………………………………………………………………………………….…….

Schedule of drawings.................................,..,.................................:.....................

Authority ................................................................Allocation ..............................

Mr./Messres....................................................................Contractor/Contractors having agreed with the Railway is/are hereby ordered to carry out the works setfprth in the schedule below in accordance with the General Conditions of Contract corrected upto date and the Standard Specifications of the Central Railway / West Central Railway / Western Railway contained in Works Hand Book, Part III, corrected upto date the schedule of rates corrected upto date and special conditions and special specifications, if any, and in conformity with drawings annexed hereto at the rates specified in the said schedule and to complete the same on or before the....................................day of................................and maintain the said works for the period of...........................................................................................................from the certified date of the completion. The quantities set forth in the said schedule shall be considered approximate and subject to variation under clause 42 of the General Conditions of Contract.

      Sr. Divisional /Divisional Engineer

Contractor’s signature                                     Divisional Engineer…............ Division

Witness                                                  For and on behalf of PRESIDENT OF INDIA

  1. ………………………………
  2. ……………………………….

Passport size contractor’s photo

 

 
CONTRACTOR'S AGREEMENT

I / we offer to do the work at the rates entered in the schedule of rates on the reverse which I / we have signed, and I / we understand that no fixed quantity of work is given to me to do that in starting work I / we am/are only given a place to work in or to deposit materials on, and that I / we have no claim to more than one unit of work as entered in the Scheduled Rates. I / we agree that all works done and materials delivered shall be subject to the approval of the Engineer in Charge, who may reject and decline to pay for whatever may be in his opinion inferior or defective or either and I / we agree that the Standard Specifications contained in the Works Hand Book Part III, corrected upto date and Sanitary Works Hand Book corrected upto date of Central Railway / West Central Railway / Western Railway in so far as they are not over-ruled by items of this agreement, shall be deemed part of this agreement.

I/we agree that no work under this work order shall be assigned or sublet without the previous written approval of the tender accepting authority.

I/we agree that my work may be stopped at any time by the ………………………………….Engineer on his giving me / us or my / our agent on the works seven days notice in writing and I/we agree that the measurement of my works shall be made by the Engineer at any time appointed by him in writing subsequent to the expiry of the said notice and measurement shall be made by him at the said time whether I/ we am/are present or not and that on payment for work done and approved materials delivered at site of work as ascertained by the said measurement, I shall have no further claim against the Railway and I/we agree that any dispute arise on matters connected with this agreement, the same shall be referred to a person to be nominated in this behalf by the tender accepting authority or higher authority for the time being of the Railway, whose decision in writing shall be final and binding on both parties.

I / we agree that any claim I/we have to make shall be made in writing within seven days of date of measurement taken by the Engineer as aforesaid and that any claims in respect of such measurement made more than seven days after taking of such measurement shall be deemed to have waived by me/us.

I/we agree to indemnify the Railway against any claims which may be made under Workmen's Compensation Act, 1923.

I/We agree to complete the works herein set forth on or before the date specified herein and to maintain the same for a period of................................ Calendar month from the certified date of their completion and in conformity with the document herein referred to, and all the condition therein mentioned shall be deemed and taken to be part of this contract as if the same had been fully set forth therein.

 

WITNESS     

CONTRACTOR

Name.............................                                               

Name .................................................

Address.........................                                               

Address ............................................

 

 

 

Note. - If the agreement is for a work for which a special act of the Legislature exist, e.g. the Indian Mines Act the agreement should include a clause indemnifying the Railway against all claim arising of provision of such Act.

I/we agree to pay the rates at................................% above/below/At par of Schedule of rates of West Central Railway / Central Railway / Western Railway and individual rates of non-schedule items as per the attached Schedule at page from ……… to ……….herein for finished and approved work.

                                  

 

                                                                                    Chief Engineer  ……………

                                                                                    Divisional Railway Manager (Wks)

                                                                                    Deputy Chief Engineer(constn)

                                                                                    Executive Engineer(Constn.)  

                                                                                    West Central Railway

                                                                                    For and on behalf of

                                                                                    THE PRESIDENT OF INDIA

                                                                       

 

Signature of witnesses                                              

 

Contractor.............. ............

with address of, to

1…………..

Address………………….

signature of contractor

2………….

Date ………………………

 

 

 

 

 


ANNEXURE VI

WORK ORDER FOR WORKS

WORK ORDER NO. …………….. ……………………………………………Division

            I/We will carry out the following work according to the agreement at back.

SCHEDULE OF RATES

 

Particulars

Rates (Rs.)

Per

Remarks

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CONTRACTOR

WITNESS

 

 

Name ………….

Name ………………

Address …………………

Address …………………

            I agree to pay the above mentioned rates for finished and approved work.

 

Dated ……….19

…………………. Engineer

 

 

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