CA NO : CE (P) VIJAYAK/ /2012-13 Serial Page No : 01 ... - Bro.nic.in

CA NO : CE (P) VIJAYAK/ /2012-13 Serial Page No : 01TENDER NO: CE (P) VIJAYAK/46/ 2011-2012BORDER ROADS ORGANISATIONCHIEF ENGINEER, PROJECT VIJAYAK, C/O 56 APOName of work : SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OFACCOMMODATION FOR HQ 126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&K STATECOMPOSITION OF THE TENDER DOCUMENTSS/No. Contents Page No.01. Composition of the tender documents 102. Tender forwarding letter 02 to 0803.Lumpsum tender and contract for works required IAFW- 2249(Revised 1947) with Schedule-A, B, C & D09 to 1304. Acceptance 1405. General Conditions of Contract IAFW-2249 including errata andamendments15 to 5406. Special Conditions 55 to 6307. Particular Specifications 64 to 7608. Form of Bank Guarantee Bond 7709. Notice Inviting Tender (NIT) 78 to 8010. Drawings 81 to 9411. Proforma for Qualification Details ( Appendix ‘A’) Stage-I 95 to 9812. NEFT/RTGS Mandate form (Appendix ‘B’)9913. Errata/Amendments to the tender documents 100 to 10114. Relevant correspondence15 Acceptance letterTotalSignature of the Contractor with seal)Dated : ___________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 02TENDER NO: CE (P) VIJAYAK/46/ 2011-2012REGISTERED/ADTele : 01985-234124/25Fax : 01985-234120 HeadquartersChief EngineerProject VIJAYAKPIN – 931 721C/O 56 APO81047/ 19 /E8 11 Jun 2012---------------------------------------------------------------------------------------------------------------------------Name of work : SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&KSTATEDear Sir(s),1. A set of tender documents for the above work is forwarded herewith. Please note that the tenderwill be received by The Chief Engineer, Project VIJAYAK, PIN –931 721, C/O 56 APOupto 1500 Hrs on 20 Jul 2012.Tender received after the due date and time will not beconsidered.2. Tenderer or their duly authorised representative who have submitted their tenders and who wishto be present at the time of opening of tenders may visit the office of Chief Engineer(P) VIJAYAK, PIN- 931 721, C/O 56 APO at the above mentioned time.3. Please note that tender documents are to be prepared in two stages containing the followingdocuments:-3.1 Stage-I:- QUALIFICATION DETAILS :3.1.1 Under this stage, clearly labeled “STAGE-I- QUALIFICATION DETAILS” on the envelop,particulars about the following shall be furnished as per the format specified at Appendix ‘A’ andannexure thereto. No indication of the price bid shall be given at this stage and only the detailsas sought as per the given format be submitted alongwith EMD.(a) Particulars of firm, registration status, resources held, credit limit and details of immovableproperty.(b) Work completed during last five year and in hand during current year.(c) Verification statement.(d) EMD in original in case of unenlisted bidders.(e) Power of attorney to submit tender (where applicable).(Where the bid has been invited in parts, the particular part being participated be clearlyhighlighted in the verification statement to facilitate proper evaluation thereof).Signature of the Contractor with seal)Dated : ___________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 04TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(c) The tender shall be accompanied with Earnest Money amounting to Rs. 3,55,000/-(Rupees three lacs fifty five thousand only) in the form of Deposit at Call Receipt/TermDeposit Receipt/Special Term Deposit Receipt issued in favour of Chief Engineer (P) VIJAYAK,PIN- 931 721, C/O 56 APO by scheduled Bank. Tenders (in respect of un-enlisted bidders) notaccompanied with earnest money will not be considered for acceptance. The amount of thisreceipt should be basic amount and not their maturity value. Any deposit lying with thedepartment in any form against any tender and/or contract shall not be considered for adjustmentas the earnest money against this tender. Any tender not accompanied with earnest money in theform as indicated here-in-before or accompanied with any letter/communication containing anyrequest for adjustment of any other deposit as earnest money shall be treated as non bonafidetender. If an unregistered/un-enlisted firm revokes his offer (tender) after opening of bids withinthe validity period of his offer, the earnest money deposited by the firms alongwith his tender willbe forfeited. The Chief Engineer (P) VIJAYAK, PIN- 931 721, C/O 56 APO will return the EarnestMoney wherever applicable to all unsuccessful tenderers by endorsing the authority on thedeposit for its refund.(d) The security deposit amount for this work shall be 25% more than the amount of earnestmoney based on the value of contract ( i.e. 1.25 times of the earnest money) subject to theprovision that in no case the individual Security Deposit shall exceed Rs.11,25,000.00 (RupeesEleven lacs twenty five thousand only).(e) The tenderer shall be deemed to have full knowledge of all relevant drawings documents,samples, site & etc., whether he had inspected them or not.(f) Tenderers are requested to quote rates both in figure and words in column 5 against eachitem of schedule ‘A’ and extend the amount to column 6 of Schedule ‘A’.(g) Any tender which stipulates any alternations to any of the conditions laid down or whichproposes any other conditions of any description whatsoever is liable to be rejected.(h) Tenderers are requested to submit their tender strictly complying with the variousprovision given in the tender documents.(i) Accepting Officer reserves the right to accept the tender submitted by a Public SectorUndertaking, giving a price/purchase preference over other tender(s), which may be lower, as areadmissible under the Govt. Policy. No claim for any compensation or otherwise shall beadmissible from those, whose tenders may be rejected on account of the said Policy.(k) The submission of tender by a person implies that he has read this tender forwardingletter, the conditions of contract and has made himself aware of the scope and specifications ofthe work to be done and of the conditions, and other factors, site conditions, taxes & leviesprevailing etc which may affect the quotation and execution of the work.(l) Tenderer must be very careful to deliver a bonafide tender; failing which the tender will beout rightly rejected. Tenderers are, therefore, advised to ensure that their tender must satisfyeach and every condition laid down in the notice.8. Tenderer must ensure that the tender is unambiguous and is complete in all respects. Yourparticular attention is drawn to the following requirements, which must be complied with:-(a) Tender documents are to be signed, dated and witnessed at all the pages provided for thepurpose. Each page and all corrections are to be initialed.(b)(c)All corrections should be signed or initialed. Use of correcting fluid is not allowed.Cloth lined envelope shall be used for returning the tender documents.Signature of the Contractor with seal)Dated : ___________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 05TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(d) In case you are submitting a BLANK TENDER word ‘ BLANK’ must be prominentlyendorsed on the envelope, the forwarding letter and general summary duly signed by thetenderer. The tender documents complete including drawings (s) are required to be returned tothis office.(e) If a tender is submitted on behalf of a firm, it may be signed either by all partners or apersons or a person holding a valid power of attorney from all the partners constituting the firm.The person signing the tender on behalf of another or on behalf of a firm shall attach with tendera proper power of attorney duly executed in his favour by such other person or by all the partnersstating specifically that he has authority to bind such other person (s) or the firm as the case mybe in all matters pertaining to the contract including the arbitration clause. The power of attorneyshall be executed as indicated below:-(i)(ii)(iii)In case of individual, a suitable affidavit should be submitted.In case of partnership concern, power of attorney shall be executed by allpartners.In case of company, power of attorney shall be executed in accordance withconstitution of company.9. Attention of Tenderers is drawn to the Indian Official Secret Act – 1923 (XIX of 1923) asamended upto date particularly Section 5 thereof.10. In view of postal and other delays, it is suggested that your tender be posted sufficiently inadvance of the late date fixed for receipt of tenders or sent through a special messenger, ifnecessary, Tender received late will not be considered. Telegraphic communications received inconnection with this tender will also be not considered.11. The tender shall remain open for acceptance for a period of 60 (Sixty) days from the date ofopening of the tender (excluding the date of opening).12. The tender shall be signed and returned alongwith the tender documents and shall form stage ofthe tender documents.13. Tenderers are required to quote for complete scope of work as per Schedule ‘A’, particularspecification, special conditions and other provisions of the tender documents, falling which thetender will be considered as “non bonafide” and shall be liable for rejection. Tenderers rate shallbe inclusive of all statutory levies, duties, surcharges, taxes, octroi, service tax etc and includingVAT/State sale tax, on works contract tax payable under the respective statutory pursuant to theConstitution 46 th Amendment Act 1982. Any other conditions stipulated by the tenderer regardingSale Tax on works contract will not be considered and such tender will be liable for rejection.14. The tenderers are advised to visit the work site to acquaint themselves of working and siteconditions, before submitting their tender.15. The applicant tenderer who has downloaded the tender documents from BRO website arerequested to collect the standard drawings of related structures where applicable from theHQ CE (P) VIJAYAK, PIN- 931 721, C/O 56 APO.16. On acceptance of tender, the name of authorized representative (s) of the contractors who wouldbe responsible for taking instructions from Engineer-in-Charge or its authorized representativeshall be intimated by the contractor within 7 days of issue of Acceptance letters.17. DRAWINGS : The related drawings of structures (where applicable) are also available in theoffice HQ Chief Engineer, Project VIJAYAK, Pin-931721, C/o 56 APO.18. MODIFICATION AND WITHDRAWAL OF BID18.1 The bidder may modify or withdraw his bid after submission of bid provided that the modificationor notice of withdrawal is received in writing from the Client prior to the last date and time ofsubmission of bid.Signature of the Contractor with seal)Dated : ___________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 06TENDER NO: CE (P) VIJAYAK/46/ 2011-201218.2 The bidder’s modification or notice of withdrawal shall be kept in sealed cover duly marked onthe envelope “MODIFICATION” or “WITHDRAWAL” as the case may be and be submittedbefore last date and time of receipt of bids.18.3 No bid may be modified or withdrawn subsequent to the last date and time of submission of bid.18.4. The bidder modifying or withdrawing his bid after last date of submission of bid will either have toforfeit the EMD submitted or will have to deposit an amount equivalent to that of EMD (in case ofenlisted contractor), within a period of one month. In case bidder fails to deposit amount asspecified above, then bidder will be debarred for participation in the tender process for a period of12 month from the date of opening of bid.19. EVALUATION OF BID19.1. A two stage procedure will be adopted in evaluation of the bids with qualification details(STAGE-I) being completed prior to opening of financial bid.(a) The qualification details (Stage-I) will be evaluated by a board of officer to beappointed by the Accepting Officer. The following criteria will be applied for evaluation ofthe details. The Accepting Officer however, reserves the right to review the criteriadepending upon the extent of competition and other aspect including securityconsiderations.(i) Whether EMD as required has been submitted or otherwise. The tender will beconsidered non-bonafide where EMD, if applicable, has not been enclosed in the formsought for.(ii)Enlistment class of the tenderer.(iii) If tenderer belongs to appropriate enlisted class, i.e. have upper tender limit at parwith the value of work i.e. class ’A’ and has adequate bid capacity (to be calculated asper the details given below hereunder), and have experience in execution of similarnature of work, the tenderer will be treated qualified for participation in the bid(aa) Adequacy of bid capacity i.e. 2.5 times the upper tender limit for theenlisted class or maximum value of work executed/completed in any one year dulyupdated to current price level over last five years (whichever is more) less thevalue of balance work in hand shall exceed the value of NIT cost.(iv) In case a tenderer is not enlisted with BRO or have enlistment in a class lowerthan the one specified as above as per the value of work, in that case only thosetenderer who meet the following criteria will be treated qualified.(aa)(bb)(cc)2.5 times the maximum value of work executed/completed in a year dulyupdated to current price level, over last five years less the value of balanceworks in hand shall exceeds the value of NIT for the particular part/partsbeing participated or whole the work, if participating in all the parts.Availability of credit facility upto 10% of Estimated cost of work.Adequacy of Holding of Veh/Eqpt/Plants for the proposed work.(dd) Shall not have consistent history of unsuccessful litigation (i.e. not morethan three unsuccessful Court case/Arbitration).(ee)(ff)Value of immovable property held about 10% of the estimated value ofwork.Details of Engineers employed i.e. Four Engineers (Graduate withminimum 02 years experience and or Diploma with 4 years experience).Signature of the Contractor with seal)Dated : ___________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 07TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(gg) Experience of the contractor on similar work. The contractor should havesuccessfully/substantially completed at least one work of similar nature costing notless than 80% of the estimated cost of work or two similar works costing not lessthan 50% of the estimate cost of work or three similar work costing not less than40% of estimated cost of work. Substantially completed work means those workswhich are 90% complete on the date of submission of tender (A proof to this effecti.e. completion certificate/work order with progress thereof be enclosed).(b) After the Evaluation of Stage-I (qualification details) is completed, the Stage –II(Financial bid) of qualified bidders shall be opened separately on 27 Jul 2012 at 1500 Hrs. Allthe bidders who have not qualified for the participation in the Stage -II (financial bid), their Stage -II(financial bid) will be return unopened by registered post.(c) The Stage -II (Financial bid) will be opened on the date and time intimated as above in thepresence of the representatives of the qualified bidders who choose to attend. The prices asquoted by each bidder will be read aloud and recorded while opening the bid.(d) The lowest financial bid as whole or in a part (if so defined) and if found complete in allrespect will generally be invited for execution of contract agreement. However, Accepting Officer isnot bound to accept the lowest or any bid received or to give any reason for doing so.20. After opening of the bid, information related to the examination, clarification, evaluation andcomparison of bids and recommendation concerning the award of the contract shall not bedisclosed to the bidders or any other person not connected with the process until the award of thecontractor is finalized. Any effort by a bidder or his representative to influence the department inthe process of examination, clarification and Evaluation of bids and in decision concerning awardof contract may result in the rejection of the bid.21. If the successful bidder fails within the specified time limit to sign the agreement, the earnestmoney as submitted with the tender will be forfeited. In case of enlisted contractor, they will haveto deposit an amount equal to the specified EMD value. In case the lowest bidder fails to depositthe amount as specified above, then he will be debarred for participation in the tender process fora period of 12 months, from the date of opening of bid.Yours faithfully,Signature of the Contractor with seal)Dated : _________________2012Enclosures : Tender Documents & Departmental Drawings.for Accepting OfficerNote :-1. Tender documents are also available for downloading in BRO website www.bro.gov.in orwww.bro.nic.in. (link-tender-link-vijayak). In case the tender documents is downloaded from BROwebsite the print out is to be taken on A4 size paper only. It is advisable that the downloaded tenderdocuments be printed through laser printer only. Submission of Xerox copy or Photo copy of thetender is not permitted and liable to be rejected.2. Tenderer who have downloaded the tender documents from website shall submitdeclaration along with tender document that:-“I/we have downloaded the tender from website www.bro.gov.in orwww.bro.nic.in (link tender-link-Vijayak) and I/we have not tempered/ modified thetender form in any manner. In case if the same is found to be tempered/ modified in anymanner, I/we understand that my/our tender will be summarily rejected and I/we areliable to be banned from doing business with BRO.”Signature of the Contractor with seal)Dated : ___________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 09TENDER NO: CE (P) VIJAYAK/46/ 2011-2012S C H E D U L E ‘A’Note:-SCHEDULE OF REQUIREMENT1. The unit rates/amount quoted by the tenderer for the various items to this schedule shall bedeemed to include for the provision of all stores, labourer, material, tools/plants, equipments andtackle process, operation and specific requirement detailed in this schedule and in the Technicalspecifications and elsewhere in the tender documents and for full entries and final completion ofthe work in accordance with the provision of the tender documents.2. The tenderer is required to quote his unit rates both in words and figures under column-5 &column-6 and carry over the total amount under column 7 on Srl Page No. 10 to 11 hereto.3. The period of completion stipulated in Note-1 of Schedule ‘A’ shall be reckoned from the date ofhanding over of site of work as indicated in the Work Order(s). If the contractor does not takeover the site on or before the date of commencement given in Work Order the same shall betaken as deemed date of taking over site for reckoning the completion period of the work.4. Works under this contract shall be completed in accordance with following phasing:-(a)100% of the works shall be completed within 12 months from the date of placing ofwork order.5. No adjustment on account of variation in prices or on any account is permissible under thiscontract other than those specified at Clause 63 of General Condition of contract.6. The quantities quoted in column No. 4 at Srl Page No. 10 to 11 are approximate and areinserted as a guide only. If it is more or less the tenderer will have no claim on this account.However, the same shall not be varied beyond the deviation limit vide condition 7 of GeneralConditions of Contract (IAFW-2249-1987 print)7. The total period of completion for the work will be reckoned from the date of commencementspecified in Work Order/handing over site.8. Rate quoted will be considered inclusive of all types of taxes.9. The tender shall remain open and valid for acceptance for 60 days from the date ofopening.10. The material for the works shall be conforming to Technical specifications indicated in the tender.11. The tender will be considered for acceptance as a whole.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 10TENDER NO: CE (P) VIJAYAK/46/ 2011-2012S C H E D U L E ‘A’ ( Contd...)SlNo.SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUF SHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OFACCOMMODATION FOR HQ 126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&K STATEDescription of Item (with brief specification and reference to book ofspecification)Unit Quantity Unit Rate in Rs. Total AmountIn FiguresIn Words1 2 3 4 5 6 71. Supply and erection of Prefabricated insulated PUF shelter forOfficer living of Size 8.77 m x 7.54 m with covered Verandah 1.80 mwide including one Store/Kitchen 3.66 m x 2.10 m and two Toilet2.10 m x 1.80 m as per Drg No. VJK/T-No. 46/01/E8 dated 08 Jun2012 (Part-I & II) & particular specification.Nos 032. Supply and erection of Prefabricated CHDH shelter of size 20.8 m x6.10 m for Officers Mess as per Drg No. VJK/T-No. 46/02/E8 dated08 Jun 2012 (Part-I & II) & particular specification.Nos 033. Supply and erection of Prefabricated insulated PUF shelter forJCOs/Supvrs living accommodation of Size 18.3 m x 6.10 m with1.50 m wide covered Verandah and attached toilet block 2 Nos ofsize 5.49 m x 1.83 m as per Drg No. VJK/T-No. 46/03/E8 dated08 Jun 2012 (Part-I & II) & particular specification.Nos 034. Supply and erection of Prefabricated insulated PUF shelter for ORsliving accommodation of Size 22.08 m x 6.10 m with 1.80 m wideopen Verandah including Toilet block as per Drg No. VJK/T-No.46/04/E8 dated 08 Jun 2012 (Part-I & II) & particular specification.Nos 03Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 11TENDER NO: CE (P) VIJAYAK/46/ 2011-2012S C H E D U L E ‘A’ ( Contd...)SlNo.Description of Item (with brief specification and reference to book ofspecification)Unit Quantity Unit Rate in Rs. Total AmountIn FiguresIn Words1 2 3 4 5 6 75. Supply and erection of Prefabricated insulated PUF shelter forOffice Accommodation of size 18.3 m x 6.10 m with 1.50 m widecovered Verandah as per Drg No. VJK/T-No. 46/05/E8 dated 08 Jun2012 & particular specification.Nos 036. Supply and erection of Prefabricated Store Shelter of size 18.3 m x6.10 m as per Drg No. VJK/T-No. 46/06/E8 dated 08 Jun 2012(Part-I & II) & particular specification.Nos 017. Supply and erection of Prefab FFL shelter (Toilet block) of size 4.8m x 2.4 m as per Drg No. VJK/T-No. 46/07/E8 dated 08 Jun 2012(Part-I & II) & particular specification.Nos 02Total Amount Rs.(Rupees ___________________________________________________________________________________________________only)Note :- Period of completion of whole work - 12 (Twelve) monthsSignature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 12TENDER NO: CE (P) VIJAYAK/46/ 2011-2012S C H E D U L E “B”SCHEDULE OF REQUIREMENTName of work: SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&KSTATES/No Particulars Rate of stores which will Place of issueRemarksbe issued to ContractorUnit Rate1 2 3 4 5 6------NIL-------SCHEDULE “C”LIST OF TOOLS AND PLANT (OTHER THAN TRANSPORT) WHICHWILL BE HIRED TO THE CONTRACTOR(See condition 15, 34 & 35 of General Condition of Contract IAFW-2249)Name of work : SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&KSTATES/NoQuantity/particularsDetails ofcrewsuppliedHire charges perunit per workingdayStand bycharges nameper off dayPlace ofissue byNameRemarks1 2 3 4 5 6 7------NIL-------SCHEDULE “D”TRANSPORT TO BE HIRED TO THE CONTRACTORName of work : SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&KSTATES/NoQuantity/ParticularsRate per unit per workingdayPlace of issueRemarks1 2 3 4 5------NIL-------Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 13TENDER NO: CE (P) VIJAYAK/46/ 2011-2012IAFW-2249 (1987 print)TENDERThe President of IndiaThrough the Chief EngineerProject VIJAYAK *(*Referred to also as an Accepting Officer elsewhere in the tenderdocuments)Having examined and perused: -i) The forwarding letterii) IAFW-1779-A Schedule ‘A’,’B’ ‘C’ and ‘D’ and notes theretoiii) General Conditions based on IAFW-2249 (1987 print) together with amendments.iv) Technical specificationsv) Special conditionsvi) Notice of Tender andvii) Department’s drawing/sketchShould this tender be accepted. I/we agree.a) That the sum of ` 3,55,000/- (Rupees three lacs fifty five thousand only) forwarded asEarnest Money shall either be retained as parts of the Security Deposit or be refunded on receipt ofappropriate amount as Security Deposit within the time specified in clause–22 of IAFW-2249 (1987 print)General Condition of Contracts.b) To execute the work to the extent to which my/our tender may herein before be accepted upon theterms and conditions contained as referred to in the said documents and at the price or prices quoted byme/us in Schedule ‘A’ hereto during the period of 12 months commencing on the dates as given in thework order and in respect where on my/our tender may herein be accepted.c) I/we further agree that any condition of sale of contract or General Reservations, whichmay be printed or written on any correspondence delivery notes, invoice etc, submitted byme/us in connection with this contract shall not be applicable hereto.d) And to refer all disputes, as required vide condition 70 of General Conditions IAFW-2249(1987 print) of the contract to the sole arbitration of a serving Engineer Officer of BRO to beappointed by DGBR or in his absence the Officer officiating as the DGBR whose decisionshall be final and binding.e) Any works being executed and being manufactured under the provision of the Contract beavailable for inspection at the respective site as well as at the work site where responsibilityof providing required lab equipments/test facilities rests with me/us.Witness: --------------------------------(Name in block letters)Address:---------------------------------------------Signature & Name of Contractor/ --------------------------------authorized signatory In the capacity of --------------------------------Duly authorized to --------------------------------Sign the tender for and on behalf of M/s --------------------------------(In Block letters) --------------------------------Postal Address:- --------------------------------Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 14TENDER NO: CE (P) VIJAYAK/46/ 2011-2012A C C E P T A N C E----------------------------------------------------------------- alterations have been made in this document and asevidence that these alterations were made before the execution of this contract agreement they havebeen initialed by the contractor and Shri ………………………………..………………………………HQ CE (P) VIJAYAK on my behalf. The said Officer is hereby authorized to sign and initial on my behalfthe documents forming part of this contract.The above tender is accepted by me on behalf of the President of India in respect of ------------------of Schedule “A” attached hereto at the price quoted therein for Rs. -----------------------------------------------(Rupees -------------------------------------------------------------------------------------------------------------------------only).Signature(Anil Kumar)Chief EngineerProject VIJAYAKAccepting OfficerFor and on behalf of thePresident of IndiaSigned this -------- day of ---------Signature of the Contractor with seal)Dated : _________________2012

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 15 to 54TENDER NO: CE (P) VIJAYAK/46/ 2011-2012Name of work : SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&KSTATEGENERAL CONDITIONS OF CONTRACTSBASED ON IAFW-2249 (1987 Print)1. A copy of the GENERAL CONDITIONS OF CONTRACTS IAFW–2249 (1987 print) WITHERRATA 1 TO 12 AND AMENDMENT 1 TO 15 has been supplied to me/us and is in my/ourpossession. I/we have read and understood the provisions contained in the aforesaid GeneralConditions of Contracts before submission of this tender and I/we agree that I/we shall abide bythe terms and conditions thereof, as modified, if any elsewhere in these tender documents.2. It is hereby further agreed and declared by me/us that the General Conditions of Contracts(IAFW–2249-1987 print) including condition 70 thereof pertaining to settlement of disputes byArbitration containing 40 pages (serial page No. 15 to 54) shall form part of this tender documents.3. Wherever the Phases Commander Works Engineer (CWE) and Garrison Engineer (GE) havebeen used in the General Conditions of Contract (IAFW-2249-1987 print) the same are consideredas Task Force Commander (TFC) and OC Contract respectively as applicable to Border RoadsOrganization.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 55TENDER NO: CE (P) VIJAYAK/46/ 2011-2012SPECIAL CONDITIONSName of work : SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&KSTATE1. DEFINITIONS1.1 The following Special Conditions shall be read in conjunction with General Conditions based onIAFW-2249 (1987 print) including amendments thereto. If any provisions in Special Conditions is atvariance with the General Conditions mentioned, the condition of Special Conditions shall bedeemed to take precedence over General Conditions.2. SCOPE OF WORK2.1 The scope of work under this contract is only for “SUPPLY AND ERECTION OFPREFABRICATED INSULATED PUF SHELTER/PREFABRICATED SHELTER FORCONSTRUCTION OF ACCOMMODATION FOR HQ 126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&K STATE” and as per Particularspecifications and details given at Schedule ‘A’.2.2 The contractor’s rate shall be deemed to be inclusive of royalty, monopoly, other charges includingVAT/Sales Tax etc as per existing Govt. order to be paid by the Contractor. No extra claim will beadmissible on account of fluctuation of market rates directly and/or indirectly and/or implied on anyaccount. No claim on account of misunderstanding, whatsoever, shall be entertained on anyaccount in this respect.3. VISIT TO SITE3.1 The contractor is advised to visit the site of work to make himself familiar with the workingconditions, accessibility of sites, availability of materials, weather condition and such other relevantconditions which affect the execution and completion of the work. The expenses thereon willhowever be borne by the tenderer.3.2 The contractor shall be deemed to have fully inspected and satisfied himself as to the foregoing inrespect of all rates quoted and no extra charges consequent on any misunderstanding orotherwise shall be allowed.3.3 The Contractor shall be deemed to have fully conversant with the local conditions prevailing inState(s) where contract is operative i.e. restrictions of plying of the vehicles imposed by theSecurity Forces and/or local administrative and/or law enforcing agencies, also the liabilities for thesecurity checks etc. The department will not be responsible for eventualities due to securityrisks/security requirements as may be required and/or imposed by the Security Forces and/or bythe local administrative and/or law enforcing agencies. No claim whatsoever on this account shallbe admissible.4. SECURITY AND PASSES4.1 The Contractor shall strictly adhere to all instructions given by the Engineer-in-Charge from time totime with regard to the security arrangement and issue of passes to control the admission of theContractor, his agents, servants and work people to the site of delivery and alike.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 56TENDER NO: CE (P) VIJAYAK/46/ 2011-2012SPECIAL CONDITIONS (Contd…)4.2 The contractor and his agents, servants and work people shall observe the rules promulgated bythe authority controlling the area in which the work under the contract are to be executed such asprohibition of smoking and lighting fire precautions, search of persons at the time of entry andexit, keeping specific route, restricted hours of work, etc. Thorough search of all persons andtransport may be conducted by Military/Para military/GREF authorities or by any other authoritiesas approved/authorized by the OC Contract at the site of work at any time and for any number oftimes for security reasons. No claim whatsoever shall be entertained from the contractor for suchcontingency.5. EMPLOYMENT OF LOCAL LABOUR (REFER CLAUSE-26 OF GENERAL CONDITIONS OFCONTRACT OF IAFW – 2249).5.1 The contractor shall, as far as possible employ local labour under this contract. All facilities as perprovisions in labour Acts in force shall be provided to the labour by the Contractor.6. CONTRACTOR’S RESPONSIBILITY AGAINST SERVANTS AND WORKMEN6.1 The contractor shall employ only Indian National as his representatives, agent, servants andworkmen and verify their antecedents and loyalty before employing them on work. He shall ensurethat personnel of doubtful antecedents and Nationality and who are in any way connected withhostile elements prevailing in the area or with any antinational activities are not employed orentrusted with the works. During the period of work, if anybody involved in antinational activities isfound, he will immediately be sent out and the contractor shall have no claim whatsoever on thisaccount.7. INSPECTION (REF CLAUSE-46 OF CONDITION OF CONTRACT) IAFW – 2249.7.1 Inspection of work at different stages will be carried out by Engineer-in-Charge. OC Contract orany officer of the Department connected with this work. The contractor shall provide all facilities forsuch inspection and examination of any part of the work and no special claim on this account shallbe admissible and/or accepted by the Department.8. PHASING OF CONTRACT8.1 The work under this contract shall be completed according to time given in schedule “A” and notesthereto.8.2 In case any contractor is assigned with work of more than one items, the time given for completionin Schedule “A” shall run simultaneously and concurrently.9. PROCUREMENT OF OTHER STORES/MATERIALS9.1. Contractors shall remain responsible for procurement of any stores/materials (other than thoselisted under schedule ‘B’) including any tools/equipments required for execution of work as listedin Schedule ‘A’ as the case may be, under this contract. His rates shall be deemed to beinclusive of all such eventualities.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 58TENDER NO: CE (P) VIJAYAK/46/ 2011-2012SPECIAL CONDITIONS (Contd…)12. HIRING CHARGES OF LAND12.1 Payment of rent for road side land if any where equipment will be installed based on therequirement of work will be payable by contractor and this will not be reimbursable by thedepartment.13. TIME AND PROGRESS CHART13.1 The time and progress chart shall be prepared as per the General Condition of Contract. It shallconsist of detailed network analysis and a time schedule. The critical path of work will be drawnjointly by the OC Contract and the contractor soon after acceptance of the tender. The timescheduling of the activities including a net work for the preliminary arrangements for mobilization ofresources e.g. manpower, plant and machinery will be done by the contractor so as to completethe work within the stipulated time. On completion of the time schedule a firm calendar dateschedule will be prepared and submitted by the Contractor to OC Contract in quadruplicate with inone week from the date of handing over the site.13.2 During the currency of the work, the contractor is expected to adhere to the time schedule and theadherence will be part of the contractor’s performance under the contract. During the execution ofthe work, the contractor is expected to participate in the meeting for review and updating thenetwork under taken by OC Contract. These reviews may be under taken at the discretion of theOC Contract either as periodical appraisal measure or when the quantum of work ordered on theContractor is substantially changed through deviation orders or amendments. Any revision of theschedule as a result of the review will be submitted by the Contractor to the OC Contract with in aweek who will approve it after due scrutiny. The Contractor will adhere to the revised schedulethereafter.13.3 The Contractor is expected to mobilize and employ sufficient resources to achieve the detailedtime schedule within the broad frame work of the accepted methods of working and safety.13.4 No additional payment will be made to the contractor for any multiple shift work or other incentivemethods contemplated by him in his work schedule even though the time schedule is approved bythe department.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 59TENDER NO: CE (P) VIJAYAK/46/ 2011-201214. LAND FOR OFFICE ETCSPECIAL CONDITIONS (Contd…)14.1 The Contractor shall have to make his own arrangement for land as may be required by him forhousing of staff and labour and for erection of store sheds, offices, go downs etc. The Contractormust ensure that the staff, labour, plant, equipment, stores etc. employed or collected inconnection with the work are so, placed that there is no hindrance to the free flow of traffic on theroad. Suitable warning boards, lights, and other measures are to be provided by the Contractor athis own cost for the safety of the traffic.15. WATER15.1 The Contractor shall make his own arrangement for the supply of water required for work and forthe use of his staff/labour at his own expense. The contractor shall also arrange for storage andconveyance of water, if necessary, at his own expense.16. MOVEMENT OF CONTRACTOR’S VEHICLE16.1 No vehicle shall travel over finished earth work/sub grade duly rolled and is ready for gettinganother layer of earth/sub grade/base/bituminous layer, without specific permission from OCContract. Cost of damage of such instance if occurred will be recovered from contractor’s bill asper assessment made by OC Contract being not less than the cost of execution of such work plusdepartmental charges. Decision of OC Contract will be final and binding in this regards. The routeto be adopted by the Contractor’s vehicles will be decided by the OC Contract which can be seenby Contractor before tendering his rates. However no claim will be tenable if route gets changeddue to any reasons.17. ACCESS TO DEPARTMENTAL WORKMAN AND OTHER AGENCY17.1 The Contractor shall permit free access and generally afford all facilities and usual conveyance toother agencies and/or departmental workmen to carry out works if any, under separatearrangements. The Contractor shall not be allowed any extra payment to this account.18. FOREIGN EXCHANGE IMPORT LICENSE18.1 No foreign exchange and/or import license will be arranged by the department in connection withthe work under this contract.19. PERMIT FROM LOCAL AUTHORITIES FOR PLYING VEHICLE19.1 Contractor shall make his own arrangements for obtaining necessary permit from local authoritiesfor plying his vehicles for work in accordance with the Rules and Regulations of the land.20. REGISTRATION FEE, TRADE TAX, SERVICE TAX, INCOME TAX ETC20.1 Tendered amount shall also be deemed to have included the payments of all taxes likeregistration fee, trade tax, Service tax, Income tax and other taxes/levies in force and as may bemodified from time to time to be paid to Central and State Govt. The Contractor may ascertain fulldetails in this respect from the concerned department.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 60TENDER NO: CE (P) VIJAYAK/46/ 2011-201221. ELECTRICITYSPECIAL CONDITIONS (Contd…)21.1 No electricity will be supplied by the department. The Contractor shall make his own arrangementfor necessary power if required.22. ROYALTY22.1 The royalty charges as per the rates notified by Deptt of Geology and Mining, Govt of J&K fromtime to time shall be deducted from the RAR/final bill of the contractor. In case contractor producesroyalty clearance certificate to this effect, the confirmation thereof be sought from the concerndeptt before release of the final bill to ascertain genuinity thereof. In such cases no deduction willbe made at deptt level.23. PAYMENT OF WORK23.1 The payment will be released through E-Payment mode, for which the contractor is required tosubmit the NEFT/RTGS Mandate Form (enclosed at Appx ‘B’) duly filled in the specified details.Otherwise, it will be released through A/c Payee Cheque.23.2 In case where the payment through cheque is being made by post to the Contractor, the postagecharges will be deducted from the net amount due to the Contractor.24. ARBITRATION (REFER CLAUSE-70 & 71 OF CONDITIONS OF CONTRACT OF (IAFW-2249)24.1 All disputes between the parties to the contract other than those for which the decision of theaccepting officer or any other person is by the contract expressed to be final and binding shall,after written notice by either party of the contract to the other of them, be referred to solearbitration in accordance with the rules specified hereunder :-Rules for Arbitration(a) Matter to be arbitrated shall be referred to the sole Arbitration of an Engineer Officer tobe appointed by Director General Border Roads or Officiating Director General Border Roadsin his absence.(b) The venue of Arbitration be a such place or places as may be fixed by the arbitrator at ishis sole discretion.(c) The Arbitration proceedings shall be governed by arbitration and conciliation act 1996.(d) The arbitrator shall give reasons for the award in each and every case irrespective ofthe value of claims or counter claims.(e)The award of the arbitrator shall be final and binding on both the parties.(f) The appropriate court at Kargil (J&K) shall alone have jurisdiction to decide any disputearising out of or in respect of this contract.(g) The expenses incurred by each party in connection with preparation, presentation etc.of its proceedings as also fees and expenses paid to the arbitrator shall be borne by eachparty itself.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA NO. CE (P) VIJAYAK/ /2012-13 Serial Page No: 61TENDER NO: CE (P) VIJAYAK/46/ 2011-201225. PROTECTION OF THE ENVIRONMENT25.1 GeneralSPECIAL CONDITIONS (Contd…)25.1.1 This section of the Specification sets out limitations on the Contractor’s activities specificallyintended to protect the environment.25.1.2 The Contractor shall take all necessary measures and precautions and otherwise ensure that theexecution of the works and all associated operations on site or off-site are carried out in conformitywith statutory and regulatory environmental requirements including those prescribed elsewhere inthis document.25.1.3 The Contractor shall take all measures and precautions to avoid any nuisance or disturbancearising from the execution of the works. This shall wherever possible be achieved by suppressionof the nuisance at source rather than abatement of the nuisance once generated.25.1.4 In the event of any spoil, debris, waste or any deleterious substance from the Site being depositedon any adjacent land, the Contractor shall immediately remove all such material and restore theaffected area to its original state to the satisfaction of the Engineer.25.2 Water Quality25.2.1 The Contractor shall prevent any interference with the supply to or abstraction from, and preventany pollution of, water resources (including underground percolating water) as a result of theexecution of the Works.25.2.2 Areas where water is regularly or repetitively used for dust suppression purposes shall be laid tofall to specially constructed settlement tanks to permit sedimentation of particulate matter. Aftersettlement, the water may be re-used for dust suppression and rinsing.25.2.3 All water and other liquid waste products arising on the Site shall be collected and disposed of ata location on or off the Site and in a manner that shall not cause either nuisance or pollution.25.2.4 The Contractor shall not discharge or deposit any matter arising from the execution of the Worksinto any waters except with the permission of the Engineer and the regulatory authoritiesconcerned.25.2.5. The Contractor shall at all times ensure that all existing stream courses and drains within, andadjacent to, the Site are kept safe and free from any debris and any materials arising from theWorks.25.2.6. The Contractor shall protect all watercourses, waterways, ditches, canals, drains, lakes and thelike from pollution as a result of the execution of the Works.25.3 Air Quality25.3.1. The Contractor shall devise and arrange methods of working to minimize dust, gaseous or otherair-borne emissions and carry out the Works in such a manner as to minimize adverse impacts onair quality.25.3.2 The Contractor shall utilize effective water sprays during delivery manufacture, processing andhandling of materials when dust is likely to be created, and to dampen stored materials during dryand windy weather. Stockpiles of friable materials shall be covered with clean tarpaulins, withapplication of sprayed water during dry and windy weather, Stockpiles of material or debris shallbe dampened prior to their movement, except where this is contrary to the Specification.Signature of ContractorDated : _________________2012For Accepting Officer

CA No : CE (P) VIJAYAK/ /2012-13 Serial Page No : 62TENDER NO: CE (P) VIJAYAK/46/ 2011-2012.SPECIAL CONDITIONS (Contd…)25.3.3. Any vehicle with an open load-carrying area used for transporting potentially dust producingmaterial shall have properly fitting side and tail boards. Materials having the potential to producedust shall not be loaded to a level higher than the side and tail boards, and shall be covered with aclean tarpaulin in good condition. The tarpaulin shall be properly secured and extend at least 300mm over the edges of the side and tail boards.25.3.4. In the event that the Contractor is permitted to use gravel or earth roads for haulage, he shallprovide suitable measures for dust palliation, if these are, in the opinion of the Engineer,necessary, Such measures may include spraying the road surface with water at regular intervals.25.4 Noise25.4.1 The Contractor shall consider noise as an environmental constraint in his planning and executionof the Works.25.4.2 The Contractor shall take all necessary measures so that the operation of all mechanicalequipment and construction processes on and off the Site shall not cause any unnecessary orexcessive noise, taking into account applicable environment requirements. The Contractor shalluse all necessary measures and shall maintain all plant and silencing equipment in good conditionso as to minimize the noise emission during construction works.25.5. Control of Wastes25.5.1 The Contractor shall control the disposal of all forms of waste generated by the constructionoperations and in all associated activities. No uncontrolled deposition or dumping shall bepermitted. Wastes to be so controlled shall include, but shall not be limited to, all forms of fueland engine oils, all types of bitumen, cement, surplus aggregates, gravels, bituminous mixturesetc. The Contractor shall make specific provision for the proper disposal of these and any otherwaste products, conforming to local regulations and acceptable to the Engineer-In-Charge.25.6. Emergency Response25.6.1.The Contractor shall plan and provide for remedial measures to be implemented in the event ofoccurrence of emergencies such as spillages of oil or bitumen or chemicals.25.6.2 The Contractor shall provide the Engineer-In-Charge with a statement of the measures he intendsto implement in the event of such an emergency which shall include a statement of how he intendsto provide personnel adequately trained to implement such measures.25.7. Measurement25.7.1 No separate measurement shall be made in respect of compliance by the Contractor with theprovisions of this Section of the Specification. The Contractor shall be deemed to have madeallowance for such compliance with these provisions in the preparation of his prices for items ofwork included in the Schedule’A’ and full compensation for such compliance will be deemed to becovered by them.26. MINIMUM FAIR WAGES PAYMENT TO LABOUR26.1 The Contractor shall pay wages not less than the minimum fair wages fixed from time to time bythe Central Govt./State Govt./Local Authorities. He shall have no claim whatsoever, if on accountof any local regulations and/or otherwise, he is required to pay wages in excess of the wages sofixed.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO. CE (P) VIJAYAK/ /2012-13 Serial Page No: 63TENDER NO: CE (P) VIJAYAK/46/ 2011-2012SPECIAL CONDITIONS (Contd…)26.2 The Contractor shall observe the laws/regulations applicable in the area regarding the employmentof labour, payment of wages and other cognate matters relating to the conditions.27. RATES AND PRICE ADJUSTMENT27.1 Rates quoted in Schedule “A” shall not be subjected to any adjustment whatsoever due tofluctuations in the local rates and rate of dearness allowances etc, for labour during the contractperiod and/or any other cause whatsoever except as allowed only vide clause 63 of the GeneralConditions of Contract of IAFW-2249.27.2 Contractor’s rates quoted in the Schedule “A” shall be deemed to be inclusive of all sucharrangement as may be involved in satisfactory execution of the work under the contract. No claimwhatsoever on account of any misunderstanding or otherwise shall be admitted.27.3 Any Local taxes/charges including Octroi, Royalty charges, income tax, Sales tax etc as perexisting order of the Govt. shall be borne by the contractor and the rate quoted by the tenderershall be deemed to be inclusive of all such contingencies.28. DEDUCTION OF TAXES AT SOURCE28.1 Income Tax : Income Tax at source shall be deducted as per existing instructions and as notifiedfrom time to time by the Income Tax authorities.28.2 Service Tax: The tax in respect of service provided in the shape of work, as payable to the stateGovt, as per their notification shall be deducted at source from the RAR/final bill of the contractoras per the rate prevailing at the time of execution of work. For the calculation of Service tax aspayable, the value of Schedule ‘B’ store, issued, if any be deducted from the contract amount. Anysubsequent increase/decrease in the service tax over and above the one prevailing at the time ofsubmission of bid will be adjusted suitably.29. SPECIAL SECURITY DEPOSIT (SSD)29.1 3% of the contract value shall be deposited by the contractor as Special Security Deposit either inthe form of bank guarantee or in the form of Deposit at Call receipt/Term Deposit/Special TermDeposit issued in favour of Chief Engineer, Project Vijayak, PIN-931721, C/o 56 APO byScheduled Bank, having validity till expiry of defect liability period (i.e. One year after completion ofwork). In case the contractor fails to deposit the SSD in this form, the amount shall be deductedfrom the RAR/final bill of the contract. The special Security Deposit will be released on successfulcompletion of defect liability period, on receipt of no demand/no claim certificate from thecontractor and OC, Contract.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 64TENDER NO: CE (P) VIJAYAK/46/ 2011-2012PARTICULAR SPECIFICATIONSName of work : SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ126 RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&KSTATE1. GENERAL1.1 All materials to be used, all methods adopted and all works performed shall be strictly inaccordance with the requirements of the specification mentioned hereunder.1.2 All the stores, goods, materials to be supplied/erected by the contractor shall be brand new and inconformity with the make and IS Code/ISD specifications referred at Schedule ’A’ and hereunderincluding any other stipulation made therein and drawings enclosed.1.3 Samples of all items as per Sch ‘A’ shall be got approved from OC Contract and Engr-in-Chargebefore commencement of supply/erection.1.4 The civil works as involved in construction of these shelters viz Foundation, plinth, flooring(except tile works), external drainage, external water supply and external electrification willbe carried out by the department.1.5 The Accepting Officer at any point of time, during supply & erection of shelter, get certainpart/parts checked for quality thereof including tax payment details thereof to ascertain qualitystandards as per the specification given hereunder. Any deviation in quality standard andnon-payment of taxes as applicable may lead to cancellation of contract at risk & cost of thecontractor.2 SCOPE OF WORK, SIZES AND DESIGN PARAMETERS2.1 The following type of shelter are to be supplied and erected under this tender:-2.1.1 Prefab insulated PUF shelter for Offrs living of Size 8.77 m x 7.54 m with Verandah 1.80 m wideincluding one Store/Kitchen 3.66 m x 2.10 m and two Toilet 2.10 m x 1.80 m (Drg No. VJK/T-No.46/01/E8 dated 08 Jun 2012 (Part-I & II).2.1.2 Prefab CHDH shelter of size 20.8 m x 6.10 m for Officers Mess (Drg No. VJK/T-No. 46/02/E8dated 08 Jun 2012 (Part-I & II).2.1.3 Prefab insulated PUF shelter for JCOs/Supvrs living accommodation of Size 18.3 m x 6.10 m with1.50 m wide Verandah and attached toilet block 2 Nos of size 5.49 m x 1.83 m (Drg No. VJK/T-No.46/03/E8 dated 08 Jun 2012 (Part-I & II).2.1.4 Prefab insulated PUF shelter for ORs living accn of Size 22.08 m x 6.10 m with 1.80 m wideVerandah incl Toilet block. (Drg No. VJK/T-No. 46/04/E8 dated 08 Jun 2012 (Part-I & II).2.1.5 Prefab insulated PUF shelter for Office Accn of size 18.3 m x 6.10 m with 1.50 m wide Verandah(Drg No. VJK/T-No. 46/05/E8 dated 08 Jun 2012).2.1.6 Prefab Store Shelter of size 18.3 m x 6.10 m (Drg No. VJK/T-No. 46/06/E8 dated 08 Jun 2012(Part-I & II).2.1.7 Prefab FFL shelter (Toilet block) of size 4.8 m x 2.4 m (Drg No. VJK/T-No. 46/07/E8 dated 08 Jun2012 (Part-I & II).Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 65TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(PARTICULAR SPECIFICATIONS CONTD…)2.2 DESIGN CRITERIA: The following criteria will be followed for the design of the shelters:(a) Seismic Co-efficient – As per Seismic Zone V.(b) Snow load - 1 meter standing on roof.(c) Wind load - Equivalent to wind speed of 55 mtrs/sec as per IS-875(d) Roof slope - 1:3.(e) External temperature - (-) 40 0 C to + 35 0 C.(f) Water absorption/Penetration – Nil.(g) Termite proofing -Termite proof.(h) Fire resistant - Fire retardant & should not emit toxic fumes.(j) Ease of construction - Shelter should be modular in design.(k) Design load - As per IS 875.2.3 DETAILS OF STRUCTURAL MEMBER2.3.1 The roof shall be laid over a framework of trusses; purlins and columns fixed using suitablefasteners like self drilling bolt or J-hooks with bitumen washers, nuts, bolts etc.2.3.2 The trusses will be made by using suitable size hollow steel tube/rolled section(as per drawing).The trusses are provided at a suitable distance (as shown in Drg) and shall be supported on trusscolumns made using rectangular hollow steel sections, fixed with each using MS end plates &suitable nut/bolts at top level.2.3.3 The purlins will be made using suitable size hollow steel tube/rolled sections provided on thetrusses at a max, pitch of 1.8 mtr or less and are fixed and flushed with the top level of trusses withthe help of MS end plates & nut/bolts.3. SPECIFICATIONS FOR PREFABRICATED INSULATED PUF SHELTER INCLUDINGMATERIALS THEREOF3.1 PUF INSULATED PANEL3.1.1 Insulated sandwich panels to be used in wall & roof are one of the most important components ofpre-fabricated structures. It should strictly conform to the specifications listed hereunder.3.1.2 PUF panels to be supplied and used shall be Continuous Sandwich panels manufacturedthrough automatic plant with high quality finish and strength and properties conforming to thespecifications given at Clause 3.2 (e) below:-3.1.3 A certification of confirmation should be provided at the time of commencement of supply of thecontinuous sandwich panels (Wall & Roof both) conforming to the specification mentionedhereunder from the manufacturers of the same. The Manufacturer must have got evaluated thecontinuous Sandwich panels from Central Building Research Institute, Roorke (CBRI) for varioustests as under:-.(i)(ii)(iii)(iv)(v)(vi)Continuous Sandwich panels must be Fire Retardant.Physico-Mechanical Properties of Continuous Sandwich Panels.Typical Properties of Continuous Sandwich Panels.Various Impact Tests conducted on Continuous Sandwich Panels.Deflection in Continuous Sandwich Panels before and after loading.Fire Tests on Continuous Sandwich Panels.3.1.4 The details of Cycanide and polyol liquid component used for process of poly urethane foam forpanel should be accompanied with manufacturer test certificate indicating batch number, date ofmanufacture and expiry date.3.1.5 Before commencement of supply/erection of continuous sandwich panels a sample of full CrossSection of Wall Panel (size 1ft x 1mt) and a sample of full Cross Section of roof panel (size 1ft x1mt) be provided along with all related test reports, relevant specifications, Fire retardant Testreports /certificates.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No :66TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(PARTICULAR SPECIFICATIONS CONTD…)3.1.6 Every supply of continuous sandwich panel (Wall and Roof) should accompany with the originalinvoice of the manufacturing company along with original EXCISE GATE PASS for verifying thepayment of central excise for confirmation of original supply.3.1.7 Pre-inspection of the sandwich panels (Wall and Roof) at the factory site of the manufacturer willbe carried out by a Board Of Officers to be detailed by Commander Contract before delivery of theconsignment for scrutinizing the quality of these sandwich panels. The board of officers will verifythe following aspects:-(i)(ii)(iii)(iv)(v)Whether the sandwich panel is continuous or not.Thickness of Panel for wall panel.Thickness of Panel for Roof panel.Density of PUF Insulation.Verification of Original Certificates for the above seven properties / specifications.3.2. Wall Panels (Internal/External):- All walls shall be made of inner white colour coated GI metalskin PUF panels. The thickness of PUF panels shall be 60 mm. The PUF insulation material in thepanel shall have fire retarding and self extinguishing properties as per international standard.There should not be any gap between PUF wall and roof and this should be done with suitableflushing of all joints.(a)(b)(c)All material required for the manufacture of shelter shall be new and shall comply withrelevant Bureau of Indian Standard Specification.The PUF panels are to be manufactured using high pressure dispensing machine ofrequired capacity to inject specified amount of PUF chemical into the cavity of a full panelin one shot not exceeding 25 sec duration. This is to ensure that the liquid PUF mixture issprayed into the cavity before the foaming reaction starts so that the insulation core of thepanel is formed in one piece and provides desired structural and physical properties. Thebulk density of insulation panel should be 40 Kg ±2Kg/Cum and the dispensing machineryshould be kept with a PLC controlled panel for monitoring and controlling the injection rateto assure specified uniform density requirements. The total thickness of the finishedcomposite panel should be 60 mm. The tolerance in the panel can only be on the plus side.The outer colour coated GI skin (RAL-1001) of the panels should be 0.55 mm thick TCT(Total coated thickness) with 50 micron thick PVC guard film on the finished surfaced onlyfor protection against scratches during handling and galvanization as per GR-120 IS-277.(d) The pre coated GI sheet skin should have min coating of 4.5 micron epoxy primer and 25micron polyester top coat on the finished surface and 7-8 micron Primer Alkyd Backer onbackside which is bounded to the polyurethane foam. The pre coated GI sheet shouldconform to IS 14246-1995 with manufacturer test certificates conforming to specification.(e)The PUF insulated core of these composite panels should have the following properties:-(i) Density : 40 kg/cum (± 2 kg/cum)(ii) Compressive strength at 10% deformation: 2.10kg/cm2(iii) Tensile Strength : 4.0 kg/cm2(iv) Bending Strength : 4.2 kg/cm2(v) Adhesion Strength : 3. 0 kg/cm2(vi) Dimensional Stability (48 Hours)(aa) (-) 25 degree C : 0.1%(ab) +38 degree C & 90% RH : 0.1%(ac) +100 degree C : 0.4%Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 67TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(f)(g)(h)(j)(k)(l)(PARTICULAR SPECIFICATIONS CONTD…)(vii) Close Cell Content : 90 – 95%(viii) Temperature Range : (-180 deg. C to 110 deg. C)(ix) Thermal Conductivity at 10 deg C: 0.018 k-Cal/m-hr/ deg. C(Design value 0.020 K-cal/m-hr/ deg.C. or 0.23 W/m-k)(x) Fire Resistant : Horizontal extent of burn BS 4735 < 100mm(xi) Type : Self Extinguishing ASTM D 1692(Fire retarded foam chemical)Not easily ignitable as per BS : 476 Pt 5class –I as per BS : 476 Pt 7(xii) Water Absorption : 0.20% volume at 100%RH2 mm thick MS sheet channel at the bottom (Floor level) and top shall be provided to slideand fit the wall panels.All composite panels will be provided with suitable number of cam-locks which are fixed inplace during the in-site process itself. The placing of cam-lock should be eccentric andsuch that 2.7m long x 1.2 m wide wall panel should be provided with 3 pairs of cam lockson the vertical joints. The holes in the panels for operating the cam locks should beprovided with PVC caps for sealing after installation.The panels should be moulded in place using the above in-situ process after placing themin a hydraulic press with heated aluminum pattern and corner mould so as to attain thedesired finish, bonding and structural properties.All panels will be manufactured in single piece as per approved panel layout drawing usingthe above materials and manufacturing process. A spare of one panel for testingincorporated in the design will be supplied along with these panels totals supplies.The purchaser can get quality testing of any panel from the lot supplied to ensure qualitycontrol as per given specification. Cost of quality testing will be borne by the supplier.Panel should have cam lock PVC cap.3.3. False Ceiling: - False ceiling shall be extended upto the toilets and utility area. False ceilingpanels will be made up of white colour coated GI metal skin PUF insulated panels with 50 mmthick PU Foam. The false ceiling will be supported with the help of inverted CRCA Tee section50mm x 50 mm x 6mm thick. The PUF insulated core of these panels should meet thespecifications as listed at Clause 3.2 (e) above.3.4. Panel joining Arrangements. The insulated panels are joined with each other with cam locks andtongue and groove arrangements for complete sealing. The panels are fitted on the bottom & toptrack made out of 2.00mm thick GI sheet anchored to concrete plinth.3.5. Gable End. PUF panel of 60mm will continue till the ridge of the truss, factory cut to the size andmatching with the colour of wall panel will be provided at both gable ends of the shelter withnecessary fixing arrangement.3.6. Bird Board. Bird board of size minimum 30cm width will be provided to PGI sheet 0.6mm thick inshape best suited for aesthetics of the shelter. The bird boards will ensuring no gaps with suitableover lapping where required.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 68TENDER NO: CE (P) VIJAYAK/46/ 2011-20123.7. Structural Members.(PARTICULAR SPECIFICATIONS CONTD…)(a)(b)Columns, Trusses and Purlins. All column, trusses and purlines will be made ofrectangular/ square hollow tube section confirming to IS 4923 grade YST 310 andstructural steel shall confirm to IS 2062. Thickness of cleats to truss should be minimum 6mm. The verandah should be provided with truss supported by the main columns andverandah column. Each main column shall have base plate of size 300 x 300 x 10 mm withfour holes for fixing foundation bolts with nuts and top sleeve plate of size 220 x 220 x 8mm with predrilled holes of appropriate sizes for fixing with the truss. Each truss shall haveappropriate plate of size 100 x 220 x 8 mm with predrilled holes of appropriate sizes forfixing the truss with the main column. All the members like trusses, purlin & columns will befixed with 10 mm dia and 150 mm long size nut & bolts.Base Plate and Foundation Bolts.3.8 Roof(i)(ii)iii)Base Plate at foundation : - Size 300 mm x 300 mm x 10 mm with holes forfoundation bolts.Foundation Bolts :- Size dia 20 mm x 450 mm long, four numbers for eachfoundation. The bolts must be made from hardened MS wire and minimum length ofthreads should be 100 mm.Purlin to be provided from outside of toilet/bathroom to accommodate geysermounting.(a)(b)(c)(d)(e)The roof slope shall be 1:3. Roof and provided with 0.63 mm (24 guage) pre coated precoloured steel (RAL-1001) profiled sheets zinc 120 GSM confirming to IS 277 for zinccoating and IS 14246-1995 for steel component.Ridge cover: - Provided with 0.63 mm (24 guage) thick precoated plain sheet matchingwith the roof sheet of size 3.0 m long and 0.45 m wide.Roof Projections: - The roof will have minimum projection of 300 mm from backsidewall/verandah wall cable end the roof sheet with wall panel to be flashed with same colourPPGI sheet of 0.63 mm thick.Overlapping: - Sheets to have minimum overlap of two full corrugations.There should not be any gap between roof and walls. These to be done with suitableflashing of size 0.6 mm thick precoated sheets of same colours of walls/ roofs.3.9 Verandah:- Verandah shall be of 1.50/1.80 Mtr width along the length of shelter(as shown inDrg). The roof of the verandah shall be provided by 0.63 mm thick pre-profile pre-coated steelsheet as per IS specification fixed with the truss with necessary fasteners. Front portion of theverandah shall be covered with the following:-(i)Top portion 0.3 m height made of aluminium anodized frame with toughened glass 5 mmthick ISI 2553 part –I 1992 (make Saint Gobain/ Aasshi/ Modi Guard) fixed along the lengthof the verandah with supporting frame at suitable distance.(ii) Middle portion 0.9 m height made of aluminium anodized frame with toughened glass of 5mm thick ISI 2553 Part-I 1992 (Make Saint Gobain/ Aasshi/ Modi Guard) fixed type withthree number of window sliding shutter type (1200 x 900 mm) (Length x height)Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 69TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(PARTICULAR SPECIFICATIONS CONTD…)(iii) The bottom portion 0.9 m height made of 5 mm thick flat polycarbonate sheet of 20%transparency fixed with aluminium frame work with supporting frame at suitable distance.(iv) All the aluminium anodized frame work material should confirm to IS-513, 1996, 2 mm thickwith sections of suitable dimension and of make Jindal/NALCO/HINDALCO. All sharp edges to berounded.(v)sheet.Automobile grade rubber beading, PVC filler plashing between aluminium partition and roof3.10 Doors, Windows and Ventilators:-(a) Door (D):- The door of size as marked on drawing will be fixed to panel with suitablefasteners. Single leaf shutter shall be made out with G.I. pre-coated both side of PUF. Thethickness of shutter shall be minimum 50mm. The door shutter shall be fixed with the door framewith 3 Nos hinges. The door shutter shall be provided with 01 No Alu. aldrops at outside.Alu. tower bolts of size 200 mm at the center inside and 100mm handles shall be provided on boththe sides.(b) Toilet/ Bathroom/Kitchen Door (D1):- The toilet doors will be as marked on drawingmade of aluminum anodized frame 2 mm thick. The door will be of GI metal skin reinforced PUFpanel 25 mm thick and of same colour as wall panel on either side of door. Each door will havelatching arrangements from inside and outside. The door will have suitable fixing arrangements.(c) All the Aluminium anodized frame work material should confirm to IS-513, 1996, 2 mmthick sections of suitable dimension.3.11 Window:- Windows of size as marked on drawings. The window frame and window shutter willbe manufactured using 2 mm thick aluminum anodized sections confirming to IS-513, 1996. Thewindow will have with two sliding shutters with suitable locking arrangement. The window will beprovided 24G fixed GI wire mesh of Maximum aperture 1.18 mm fixed in side and aluminumanodized grill fixed on outer side. Shutters will be provided with double glazed toughened glass 5mm thick with 10 mm air gap. The make of toughened glass will be Saint Gobain/ Modiguard/Aashi.3.12 Ventilators:- Ventilators outer frame will be made out of aluminum anodized section 2 mm thickconfirming to IS-513, 1996. The ventilator shutter shall be drop flap type and shall bemanufactured using 6 mm thick frosted/pin lead single glazing glass of make SAINT GOBAIN/Modiguard/Aashi opening internally :-(a) All standard fittings i.e. hinges, eye hooks, tower bolt 100 mm long tower and sliding boltsto be provided as good engineering practice of aluminum. The wall panel housing the ventilators tobe precut to the ventilator specification ex factory.(b) Fixed fly proofing on aluminum anodized frame from outside (with 24 GI wire mesh ofaperture 1.18 mm maximum) shall be provided in all ventilators. The wire mesh shall be affixedafter giving a fold into the frame.3.13. Sun Shade: - Door and window openings except where covered verandah is there, they will beprovided with sun shade made out of same material as of roof sheets matching with roof colour.Suitable brackets should be provided for fixing sun shade to the wall alongwith proper fixingarrangement inside the wall panels. Sun shade will have 20 0 downward slope. Angle iron will bepainted with two coat red oxide and matching colour of the shelter.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 70TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(PARTICULAR SPECIFICATIONS CONTD…)3.14 Peg Stays:- Adjustable peg stays will be provided at the scale of two per bed room and two perbath room. Pegs shall be collapsible and of size 450 mm x 10 mm x 12 mm each fitted with 4 Nosof stainless steel 4” long clothing pegs (as measured in horizontal direction).3.15 Curtain Rods:- Drapery rod made of 25 mm dia, coated MS pipe. Suitable fixing arrangement forthe curtain rods shall be made and supplied to hold the curtain rods. The curtain rods shall be fixedsuch that the rod is minimum 100 mm away from the wall panels and overhang (projection) – 200mm on both sides.3.16 Finishes: - All steel surface other than pre coated GI sheet shall be given two coats of redoxide, zinc chromate primer before erection of shelters. In addition, two coat of white paints ofgrade III quality of Johnson & Necholson /Berger/Nerolac/Asian/ make shall be applied in innerside of each shelter.3.17 Floor:(a) Living Portion :- Non skid plain sand colour ceramic tiles of size 600 x 600 x 8 mm thickfirst grade of Off white colour will be provided of make Orient/ Kajaria/ Somani/ Johnson ISI.Colour to be approved at consignee end.(b) Toilet Portion: - All as per living portion but non-skid floor tiles of size 300 x 300 x 6mm. Colour to be approved at consignee end.(c)Verandah Portion:- PVC mat of bright green grass colour will be provided. It should havehigh abrasive resistance confirming to relevant IS specification.3.18. Toilet Block Sanitary/Plumbing Fixtures/Toilet Accessories:- All accessories will conform torespective IS code and bear ISI mark and will be first quality. All sanitary items to be got approvedduring inspection well before commencement of supply/erection for make & quality. Detailsthereon are given under clause 5 to 9 hereunder.3.19. Water Storage and Supply to Toilet Block (02 Nos):- 2 x PUF insulated cylindrical water storagetank (Vertical/Horizontal) of 500 ltr capacity conforming to IS-127001/96 alongwith lid of samematerial with locking arrangement following specification will be provided for providing watersupply to each toilet block:-(a) Inner will be HDPE of relevant IS specification.(b) Outer 5 mm thick FRP jointless casing(c) Outlet to be fixed at the time of casting of tank.(d) Thickness of PUF insulation – 75 mm.(e) Minimum density of PUF insulation – 40 Kg/M 3 .(f) Rest of relevant IS specification to be used.3.20. MS Angle Staging for the Water Storage Tank:- 2 x Water storage Tank stand of size 1 m x 1m x 3 m made of angle iron 65 x 65 x 5 mm vertical and 40 x 40 x 5 mm diagonal members with 1mm thick MS plate top supported by MS angle 25 x25 x 5 mm diagonally will be provided witheach shelter.3.21. Nuts and Bolts :- All nuts and bolts used for joining the structural members shall be high qualityand varieties of bolts shall be kept to a minimum.3.22. Drawing:- Detailed drawing of each shelter is enclosed.(Ref page No. 81 to 94 of tenderdocument)Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 71TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(PARTICULAR SPECIFICATIONS CONTD…)3.23. Electric items:- Make of all electrical items shall be as per the make mentioned for the respectiveshelters at clause 5 to 9 hereunder.3.24 Wind Tie:- 40 m wide & 5 mm thick M.S. Flat will be provided for wind tie at top of roof on twoeves end of shelter.3.25. Sealing Material:- Sealing material as per std IS specification which weathered temp (-) 40 degreecentigrade to +40 degree centigrade be provided to seal all joints between PUF panels.3.26. Quality of steel:- Steel used for fabrication of tubular structure will be YST 310 grade conformingto IS 4923. No rerolled steel will be used, steel of makeSAIL/TATA/JSW/ESSAR/ISPAT/Equivalent subject to confirming to given IS specification.3.27. Flashing:- Suitable flashing of 0.63 mm thick precoated sheet of matching colour with wall panelswill be provided at all joints between roof and wall corners. The gaps in windows and otheropening should be minimized by providing tee flashing.3.28 Colour:-(a)(b)(c)PUF Panels:- Colour of PUF panels both wall and false ceiling will be white inner side andsand colour (RAL-1001) external side.Precoated Roof sheet:- (RAL-1001) sand colour.Poly carbonate sheet for Verandah:- Translucent with 20% transparency.3.29. Quality of Aluminium used:- All aluminium anodized member used in fabrication must confirm toIS-513, 1996 make Jindal/NALCO/HINDALCO. Moulded aluminium frame to be utilized forwindows doors and ventilators to reduce No of aluminium sections used for the purpose.4. STORE SHELTER (PREFABRICATED)4.1 Description : The prefabricated Shelter shall be suitable for mounting on ready made concretefloor. The components shall be fabricated at factory for easy to assembly at site. The structureshall be manufactured by using G.I. Pre-coated Profile sheets for wall and roof, portal trusses,purlins and columns made of suitable M.S. Rolled / hollow steel sections, as per the detailedspecifications given herein.4.2 Type and Size of shelter : Prefab store shelter of size 18.0 m x 6.10m x 3.0mt - withoutVerandah. Ref. drg. No.- VJK/T-No. 46/06/E8 dated 08 Jun 2012 (Part-I & II)4.3 Wall Cladding: Walls shall be made of 0.63 mm thick, G.I. Pre-coated Profile sheets. Thesesheets are fixed to supported MS structure with suitable fasteners like self drilling bolt or J - bolts.4.4 M.S. Structure :(a)(b)The roof shall be laid over a framework of portal trusses; purlins and columns fixed usingsuitable fasteners like self drilling bolt or J-hooks with bitumen washers, nuts, bolts etc.The Portal trusses shall be made using suitable size hollow steel tube / rolled section. Thetrusses are provided at a suitable distance and shall be supported on truss columns madeusing rectangular hollow steel sections, fixed with each using MS end plates & suitablenut/bolts at top level.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 72TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(c)(d)(e)The purlins shall be made using suitable size hollow steel tube provided on the trusses at amax. pitch of 1.8mt. or less and are fixed and flushed with the top level of trusses with thehelp of MS end plates & nut/bolts.The Wind tie shall be made using suitable size MS Flat provided on roof top.One coat of red oxide as primer on all structure and two coats of good quality oil paint shallbe provided only on expose structure after erection, as approved by OC Contract.(f) For detail of MS section's please refer the drawing No. VJK/T-No. 46/06/E8 dated 08 Jun2012 (Part-II)4.5 Roof Cladding:(a)(b)(c)4.6 Doors (D2):(a)(b)The roof cladding shall be made of 0.63 mm thick, G.I. Pre-coated Profile sheets. Thesesheets are fixed to supported MS structure with suitable fasteners like self drilling bolt orJ - bolts.A GI Ridge cover of size 225x225mm made from GI Pre coated steel Sheet/coil. It is to befixed on top junction of the roof using suitable fasteners.The roof shall have minimum projection of 0.3m from the eaves wall and 0.15m from thegable walls.The door frame shall be made out with MS Folded section / rolled sections. The doorframe shall be fixed to supported structure with suitable fastners size as indicated in Drg.Single leaf shutter shall be made out with G.I. Pre coated sheets both side of PUF. Thethickness of shutter shall be minimum 30mm. The door shutter shall be fixed with the doorframe with 3 nos. hinges. The door shutter shall be provided with 1 No. Alu. aldrops at outside Alu. tower bolts of size 150mm at the center inside and 100mm long handles shall beprovided on both the sides.4.7 Openable Window: The Frame for openable type window shall be made from pressed steelusing 1.5mm thick. Shutter shall be made out of steel hollow box profile of 1.25mm thick. Thewindow shall be complete with all necessary hardware for locking from inside. Clear glass sheet of4mm thick shall be fixed using glass putty. The frame shall have grills made from MS square bar of10mm having equal spacing.5. LIST OF STORES FOR EACH SHELTER OF OFFICER ACCOMMODATION :- The followingstores/items shall be provided and fixed in each shelter suitably as per the direction of OC,Contract and layout plan approved thereon.(a)Electrial item:-S/No Description of Items A/U Qty.1. MS hook for fan Nos 032 Points for ceiling fan Nos 033. Points for Tube light/electric bulb Nos 214. SSC - 5/15Amps 6 pin ( Make : Anchor) Nos 65. Switch 5 Amps flush button piano typeNos 27( Make : Anchor)6. Ceiling rose ( Make : Anchor) Nos 247. Distribution board enclosure with MCB & ELCB Job 18. PVC capping/casing 32mm/20mm with accessories Job As reqd.(Make : Anchor ISI marked)9. PVC Copper Cable insulated, multi standard 1.5 sqmm Job As reqd.(Make : Anchor)10. PVC Copper Cable insulated, multi standard 2.5 sqmm(Make : Anchor)Job As reqd.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 73TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(b)11. Earthing Tubler type / Plate type Set 112. Earthing patty G.I. 25 x 3 mm Job As reqd.Arrangement for placement for Electrical Geyser 20 liter Nos 113. capcity14. PVC Switch board Job As reqd.Sanitation & Plumbing work1 European type WC pan with cistern, lid, filling, seat Nos 1cover complete Make : Hindware/Parryware; ModelStudio/Consellation2 PVC low level complete flushing cistern 10 ltrs cpacity Nos 1Make : Hindware/Parryware3 IWC Orissa Pan(Grace) Make : Hindware/ Parryware Nos 14 Wash hand basin 24” with Granite table top size 30” x Nos 327” Make : Hindware/Parryware5 CP pillar cock 15mm centre hole basin mixer Make : Nos 3Sona/Jaguar6 Soap holder CP Nos 27 CP Bib Cock 15mm centre hole basin mixer (Make : Nos 3Sona/Jaguar)8 Looking Mirror 450 x 600mm ( Modiguard or equivalent) Nos 29 Towel rails 600mm long CP brass – ISI marked Nos 210 Nahni trap, soap disc Nos 311 CP Stop cock brass 15mm ISI marked (MakeNos 2Sona/Jaguar)12 PVC connection 300mm x 15mm Nos 813 PVC pipe for water supply 15 mm dia Job As reqd.14 PVC pipe for Drainage line 100 mm dia Job As reqd.15 PVC corner 10” & 8” Nos 1 each6. LIST OF STORES FOR JCO ACCOMMODATION :- The following stores/items shall be providedand fixed in each shelter as per the direction given by OC, Contract and layout plan approvedthereon.(a)Electrical items:-S/No Description of Items A/U Qty1 MS hook for fan Nos 42 Points for ceiling fan Nos 43 Points for Tube light/electric bulb 274 SSC - 5/15Amps 6 pin ( Make : Anchor) Nos 85 Switch 5 Amps flush button piano typeNos 35( Make : Anchor)6 Ceiling rose ( Make : Anchor) Nos 357 Distribution board enclosure with MCB & ELCB Job 18 PVC capping/casing 32mm/20mm with accessories Job AS reqd.(Make : Anchor ISI marked)9 PVC Copper Cable insulated, multi standard 1.5 sqmm Job AS reqd.(Make : Anchor)10 PVC Copper Cable insulated, multi standard 2.5 sqmm(Make : Anchor)Job AS reqd.Signature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 74TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(b)11 Earthing Tubler type / Plate type Set 112 Earthing patty G.I. 25 x 3 mm Job As reqd13 Arrangement for placement for Electrical Geyser 20 liter Nos 4capcity14 PVC Switch board Job As reqdSanitation & Plumbing work1 European type WC pan Make : Hindware/Parryware Nos Nil2 PVC flushing cistern low level complete 10 ltrs capacity Nos 4Make : Hindware/ Parryware3 IWC Orissa Pan (Grace) Make : Hindware/ Parryware Nos 44 Wash hand basin 24” with Granite table top size 30” x Nos 427” Make : Hindware/Parryware5 CP pillar cock 15mm centre hole basin mixer Make : Nos 4Sona/Jaguar6 Soap holder CP Nos 47 CP Bib Cock 15mm centre hole basin mixer (Make : Nos 4Sona/Jaguar)8 Looking Mirror 450 x 600mm ( Modiguard or equivalent) Nos 49 Towel rails 600mm long CP brass – ISI marked Nos 410 Nahni trap, soap disc Nos 411 CP Stop cock brass 15mm ISI marked (MakeNos 12Sona/Jaguar)12 PVC connection 300mm x 15mm Job As reqd.13 PVC pipe for water supply 15 mm dia Job As reqd.14 PVC pipe for Drainage line 100 mm dia Job As reqd.15 PVC corner- 10” & 8” Nos 1 each7. LIST OF STORES FOR ORS ACCOMMODATION :- The following stores/items shall be providedand fixed in each shelter as per the direction given by OC, Contract and layout plan approvedthereon.(a)Electrical items:-S/No Description of Items A/U Qty.1 MS hook for fan Nos 42 Points for ceiling fan Nos 43 Points for Tube light/electric bulb 274 SSC - 5/15Amps 6 pin ( Make : Anchor) Nos 85 Switch 5 Amps flush button piano type ( Make : Anchor) Nos 356 Ceiling rose ( Make : Anchor) Nos 357 Distribution board enclosure with MCB & ELCB Job 18 PVC capping/casing 32mm/20mm with accessories Job AS reqd.(Make : Anchor ISI marked)9 PVC Copper Cable insulated, multi standard 1.5 sqmm Job AS reqd.(Make : Anchor)10 PVC Copper Cable insulated, multi standard 2.5 sqmm Job AS reqd.(Make : Anchor)11 Earthing Tubler type / Plate type Set 112 Earthing patty G.I. 25 x 3 mm Job As reqd13 Arrangement for placement for Electrical Geyser 20 liter Nos 4capcity14 PVC Switch board Job As reqdSignature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 75TENDER NO: CE (P) VIJAYAK/46/ 2011-2012(b)Sanitation & Plumbing work--------- Not Applicable -------8. LIST OF STORES FOR EACH SHELTER FOR TOILET BLOCK ATTACHED WITH ORSACCOMODATION :- The details to be provided and fixed in these shelter are given below.Thelayaout pan thereof be got approved from OC Contract:-(a)Electrical items:-S/No Description of Items A/U Qty.1 Points for tube light Nos 122 SSC - 5/15Amps 6 pin ( Make : Anchor/LICA) Nos 73 Switch 5 Amps flush button piano type ( Make : Anchor) Nos 194 Ceiling rose ( Make : Anchor/LICA) Nos Nil5 Distribution board enclosure with MCB & ELCB Job 16 PVC capping/casing 32mm/20mm with accessories Job As reqd.(Make : Anchor/Kinjal or equivalent ISI marked)7 PVC Copper Cable insulated, multi standard 1.5 sqmm Job As reqd.(Make : Anchor/Finolex/Gloster)8 PVC Copper Cable insulated, multi standard 2.5 sqmm Job As reqd.(Make : Anchor/Finolex/Gloster)9 Earthing Tubler type / Plate type Set 110 Earthing patty G.I. 25 x 3 mm Job As reqd.11 Arrangement for placement of Electrical Geyser 20 liter Nos 5capcity12 PVC Switch board Nos 6(b)Sanitation & Plumbing work1 IWC Orissa Pan (Grace) complete with low level cistern Nos 5capacity (10 Ltr) Make : Hindware/Parryware2 Wash hand basin 24” with Granite table top size 30” x Nos 327” (Make : Hindware/Parryware)3 CP pillar cock 15mm centre hole basin mixer Make : Nos 3Sona/Jaguar4 Soap holder CP Nos 55 CP Bib Cock 15mm centre hole basin mixer (Make : Nos 5Sona/Jaguar)6 Towel rails 600mm long CP brass – ISI marked Nos 87 Nahni trap Nos 58 CP Stop cock brass 15mm ISI marked (MakeNos 15Sona/Jaguar)9 PVC connection 300mm x 15mm Job AS reqd.10 PVC pipe for water supply 15 mm dia Rmt As reqd.11 PVC pipe for Drainage line 100 mm dia Rmt As reqd.12 Urinal pot Aquafree (Make Hindware/Parryware) Nos 213 PVC Corner – 10” & 8” Nos 1 eachSignature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 76TENDER NO: CE (P) VIJAYAK/46/ 2011-20129. LIST OF STORES FOR EACH FFL SHELTER (TOILET BLOCK) OF OFFICE ACCOMMODATION:-The following items be provided in each shelters as per the layout plan approved by the OC, Contract.(a)Electrical items:-S/No Description of Items A/U Qty.1. Points for Tube light/Electric bulb Nos 52 SSC - 5/15Amps 6 pin ( Make : Anchor) Nos 23. Switch 5 Amps flush button piano typeNos 7( Make : Anchor)4. Ceiling rose ( Make : Anchor) Nos 55. Distribution board enclosure with MCB & ELCB Job As reqd6. PVC capping/casing 32mm/20mm with accessories Job As reqd(Make : Anchor ISI marked)7. PVC Copper Cable insulated, multi standard 1.5 sqmm Job As reqd(Make : Anchor)8. PVC Copper Cable insulated, multi standard 2.5 sqmm Job As reqd(Make : Anchor)9. Earthing Tubler type / Plate type Set 110. Earthing patty G.I. 25 x 3 mm Job As reqd11. PVC Switch board Nos 1(b)Sanitation & Plumbing work1 EWC complete with cistern, lid, filling, seat cover, make Nos 1Hindware/Parryware, Model-Studio2 PVC flushing cistern 10 ltrs cpacityNos 1(Make : Hindware/Parryware)3 IWC Orissa Pan (Grace) Make : Hindware/Parryware Nos 14 Wash hand basin 24” with Granite table top size 30” x Nos 227” Make : Hindware/Parryware5 CP pillar cock 15mm centre hole basin mixer Make : Nos 2Sona/Jaguar6 Soap holder CP Nos 27 CP Bib Cock 15mm (Make : Sona/Jaguar) Nos Nil8 Looking Mirror 450 x 600mm ( Modiguard or equivalent) Nos 19 Towel rails 600mm long CP brass – ISI marked Nos 210 CP Stop cock brass 15mm ISI marked (Make Nos 10Sona/Jaguar)11 PVC connection 300mm x 15mm Job As reqd12 PVC pipe for water supply 15 mm dia Job As reqd13 PVC pipe for Drainage line 100 mm dia Job As reqd14 Urinal Pot Aquafree(Make Hinware/Parryware) Nos 215 PVC corner – 10” & 8” Nos 1 eachSignature of ContractorDated : _________________2012For Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 77TENDER NO: CE (P) VIJAYAK/46/ 2011-2012FORM OF BANK GUARANTEE(To be stamped in accordance with the Stamp Act of India)Bank Guarantee No. ___________________Date of issue _________________________To :HeadquartersProject VijayakC/O 56 APOThe Chief EngineerWHEREAS …………..(Name and address of Contractor) (hereinafter called “the Contractor”) hasundertaken, in pursuance of contract No. …………………dated…………… to execute the……………….(Name of work) . AND WHEREAS it has been stipulated in the said Contract that the Contractor shallfurnish you with a bank guarantee by a recognized bank for the sum specified herein as security forcompliance with his obligations in accordance with the contract in lieu of cash deposits held byyou…………………..AND WHEREAS we have agreed to give the Contractor such a bank guarantee.NOW THEREFORE we hereby affirm that we are the guarantor and responsible to you, on behalf of thecontractor upto a total of …...……..(amount of guarantee)………………………………………….………………………………(in words), such sum being payable in Indian Rupees, and we herebyunconditionally, irrevocably and without demur undertake to immediately pay you, upon your first ‘writtendemand’ and without cavil or argument any sum or sums within the limits of …………………(amount ofguarantee) as aforesaid without your needing to prove or to show grounds or reasons for your demandfor the sum specified therein.We hereby waive the necessity of your demanding the said debt from the contractor before presenting uswith the demand.We further agree that no change or addition to or other modification of the terms of the contract or of theworks to be performed there under or of any of the contract documents which may be made between youand the contractor shall in any way release us from any liability under the guarantee and we herebywaive notice of any such change, addition or modification.This guarantee shall be valid for 24 months from the date of commencement of the work. The tendency ofany dispute or arbitration or other proceeding shall not affect this guarantee in any manner.SIGNATURE AND SEAL OF THE GUARANTORNAME OF BANKADDRESSNAME OF OFFICIALAND HIS DESIGNATION

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 78TENDER NO: CE (P) VIJAYAK/46/ 2011-2012NOTICE INVITING TENDERS(NATIONAL COMPETITIVE BIDDING)GENERAL RESERVE ENGINEER FORCEMinistry of Road Transport and Highways(BORDER ROADS ORGENISATION)1. A sealed tender is invited for “SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUFSHELTER/PREFABRICATED SHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ 126RCC AT PADAM ON NIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&K STATE ”2. The work is estimated to cost Rs. 280.00 lacs approximately. This estimate, however, is not aguarantee and is merely given as rough guide and if it costs more or less to any extent, the tenderer willhave no claim on that account.3 The tender shall be based on General Conditions of Contract, IAFW 2249 and Special Conditions,where the tenderer are required to quote their rates for the items of works listed in the Schedule ‘A’ both infigures and words.4. The contract is to run for a period of 12 months with reference to the total cost of the work fromthe date of acceptance of the tender/issue of work order.5. Not more than one tender shall be submitted by one contractor or one firm of contractors. Underno circumstance will a father and son(s) or other close relations, who have business dealing with oneanother be allowed to tender for the same contract as separate competitors. A breach of this conditionwill render the tenders of both parties liable to be rejected.6. The Chief Engineer (Project) Vijayak, Pin-931 721, C/O 56 APO will be the Accepting Officer,hereinafter referred to as such for the purpose of this contract.7. Tender forms and conditions of contract and other necessary documents will be available for sale/issue from 22 May 2012 onward.8. The applicants must submit, cost of the tender documents in the form of Bank Draft/BC for Rs.2000.00 (Rupees two thousand only) issued by the State Bank of India/ any Nationalised Bank drawnin favour of the Chief Engineer, Project Vijayak payable at Kargil, Code No - 1390 (J&K State) valid forminimum six months. Please note that the application received without Bank Draft towards cost of thetender documents will not be entertained. An advance copy of the application with photocopy of demanddraft for Cost of tender may also be sent through Fax at No 01985-234120.9. The tender document will also be available in downloadable form in website www.bro.nic.in orwww.bro.gov.in. (link-tender-link-vijayak) & Central Public Procurement Portalhttp://eprocure.gov.in.epublish/app.An applicant may download it directly from the website and participatein the process. However, in such case cost of document shall be payable in the above form at the time ofsubmission of the document. Intimation to this effect may however be given to this office so thatsubsequent changes, if any, could be intimated.10. All the applicants shall attach details about their registration/enlistment with BRO / MES / StatePWDs / CPWD / Railway or any other Govt organization, particulars of the works executed during lastthree years and works in hand and details about resource and financial capability to undertake the work,as per the format enclosed with the tender. Tender not accompanying with these details may be rejectedwithout assigning any reasons thereto.(Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 79TENDER NO: CE (P) VIJAYAK/46/ 2011-201211. The tender shall be accompanied with earnest money deposit of Rs. 3,55,000/- (Rupees threelacs fifty five thousand only) in the form of Call Deposit Receipt (CDR) issued in favour of ChiefEngineer (Project) Vijayak, Pin-931 721 C/O 56 APO by any scheduled Bank, payable at State Bankof India, Kargil, Code No - 1390 (J&K State).12. In case the tenderer is not enlisted/registered with any formation of BRO and his tender is notaccompanied with the requisite earnest money deposit, such tender shall be considered as non-bonafidetender and shall be rejected.13. Earnest money deposit of all unsuccessful tenderer will be returned immediately by endorsing anauthority on the CDR for its refund.14. The security deposit amount for this work shall be 25% more than the amount of earnest moneydeposit calculated as per scale laid down based on the contract amount. The amount of security depositshall, however, not exceed Rs. 11, 25,000.0015. The earnest money deposit of the successful tenderer will be returned on receipt of the full securitydeposit or will retain it as a part of security deposit.16. Tenderers are advised to visit the site by making prior appointment with Commander 762 BRTF(Phone No. 01985-232196), Pin 930762, C/O 56 APO/Officer Commanding 126 RCC (Phone No.01983-245184), Pin 930126 C/O 56 APO well in advance before quoting the rates in the tender form. Thetenderer shall be deemed to have full knowledge of all relevant documents, sites, etc. whether he hasinspected in person or not. However the cost of visiting the sites shall be at the expense of tenderer.17. Tender duly sealed will be received by Chief Engineer (Project) Vijayak, C/O 56 APO up to 1500Hrs on 19 Jun 2012. Tender will be opened immediately after the time indicated hereinbefore.18. Tender will be opened in two stages i.e. Stage-I (Qualification bid) and Stage-II (Price bid).Under Stage-I, (Qualification bid), the documents as sought about the qualification will be opened on thedate specified above. The Stage-II (price bid) containing price bid and complete tender document willhowever be opened separately on 29 Jun 2012 at 1500 Hrs after evaluation of Stage-I. The Stage-II willbe opened only in respect of those bidders who qualify the stipulated criteria about their resourcefulness.Stage-II (price bid) of non-qualified tenderer will be return back unopened.19. The tender shall remain open for acceptance for a period of 60 days from the stipulated date of itsreceipt.20. Any tender which propose any alternation to any of the conditions laid down or which proposesany other conditions described whatsoever is liable to be rejected.21. The submission of tender by a tenderer implies that he has read this notice and conditions ofcontract and has made himself aware of the scope and specifications of the work to be done and of theconditions and other cognate factors having bearing on the execution of the work.22. The Accepting Officer reserves his right to accept a tender submitted by a public undertakinggiving a price preference over other tender(s) which may be lower, as are admissible under the Govt.policy. No claim for any compensation or otherwise shall be admissible for such tenderer whose tendersmay please be rejected on account of the said policy.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 80TENDER NO: CE (P) VIJAYAK/46/ 2011-201223. A bonafide tenderer must satisfy each and every condition laid down in this notice. Tenderer mustbe very careful to deliver a bonafide tender or alternatively to return the blank tender complete with alldocuments forming part of the tender duly signed.24. The earnest money as submitted with the tender document will be forfeited:-(a) If the tenderer withdraws the tender after tender opening during the validity period.(b) If the successful bidder fails within the specified time limit to sign the agreement or furnish therequired security deposit25. The Accepting Officer does not bind himself to accept the lowest or any tender or to give anyreasons for not doing so.26. Information relating to examination, evaluation and comparison of tender and recommendation forthe award of contract shall not be disclosed to the bidders or any other person not officially concerned withsuch process until the award to the successful bidder has been announced. Any efforts by a tenderer toinfluence the processing of tender or award decision may result in rejection of his tender. This notice oftender shall form part of the Contract Agreement.27. Tenderer who have downloaded the tender documents from website shall submit declaration alongwith tender document that I/we have downloaded the tender from BRO website www.bro.gov.in /www.bro.nic.in (link tender-link-Vijayak) / Central Public Procurement Portalhttp://eprocure.gov.in.epublish/appand I/we have not tempered/ modified the tender form in any manner.In case if the same is found to be tempered/ modified in any manner, I/we understand that my/our tenderwill be summarily rejected and I/we are liable to be banned from doing business with BRO.28. Further details can be seen at the Indian Trade Journal at the BRO website http://www.bro.nic.inand http://www.bro.gov.in. (link-tender-link-vijayak). The tenderer may also contact SSW of ProjectVijayak at 01985-234124/25 & 09419970787 during office hours.Sd xxx(Signature of Contractor)EE (Civ) SGSSWDated : 2012 For Accepting OfficerHeadquartersChief EngineerProject VijayakPin-931 721C/O 56 APO NIT No. : 81047/ 02/E8Dated : 30 Mar 2012Distribution:All Projects/Units: ________________________________________C/O 56/99 APOM/s __________________________________________________________________

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 95TENDER NO: CE (P) VIJAYAK/46/ 2011-2012Appendix 'A'PARTICULARS OF FIRM AND RESOURCES HELDSl No. Items Details1. Name of firm or Individual2. Legal status of the firm Individual company (incorporated/un-incorporated) partnership firm/publiclimited3. Address4. Contact telephone, Mobile, Fax No.5. PAN No.6. Details of Banker & Bank A/C7. Availability of credit facility duly certified by thebankers ( Not more than three months old)8. Annual Turnover for last five years (Pleaseenclose copy of balance sheet)(a) 2007-08(b) 2008-09(c) 2009-10(d) 2010-11(e) 2011-129. Registration details:(a) Registration class & No.(b) Authority with whom registered andtheir address10. Details of personnel resources employed:-(a) Graduate Engineer andabove_______(b) Diploma HolderEngineers_______(c) Others_____________Rs.________Rs.________Rs.________Rs.________Rs.________11. Details of Veh/Eqpt/Plants owned Pl enclose an affidavit on non-judicialstamp paper of appropriate value dulyattested by the Magistrate/Notary publicgiving details of Vep/Eqpt/Plants.12. Details of Veh/Eqpt/Plants proposed to be- do -hired/acquired, if any13. Details of immovable property ( exclusively in thename of contractor/firm)Pl submit an affidavit on non-judicialstamp paper of appropriate value givingdetails of immovable property and valuethereof, with a certificate that theproperty is free from mortgage,hypothecation, dispute or anyencumbrances. Valuation shall beauthenticated by a registered valuer.14. Litigation History Submit an affidavit indicating litigationcases entered in last five years andoutcome/ present state thereof.(Signature of Contractor)

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 96TENDER NO: CE (P) VIJAYAK/46/ 2011-2012Annexure-I of Appendix ‘A’WORKS COMPLETED DURING LAST FIVE YEARS AND IN HAND DURING CURRENT YEARRELATED TO SUPPLIES/FABRICATION/ ERECTION PF SHELTERSlNo.Name ofClient/DepttconcernedCA NoNatureof workin briefCAAmount (Rs inLacs)Date ofCommencementStipulatedperiod ofcompletionActual/likely dateofcompletionValue of work executedduring the year(Rs in Lacs)2007-08 2008-09 2009-10 2010-11 2011-12Value ofbalancework (Rsin Lacs)RemarksNote :-Signature of contractor1. In case the work executed or in hand related to any other deptt or Project than Project Vijayak, please enclose a copy ofcompletion certificate (in case of completed works) and copy of acceptance letter/ work order in case of on going work.2. The details of contracts may be given in Category wise manner viz H/C contract, supply of materials, Fabrication works, Bridgeconstruction, Building Construction etc.

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 97TENDER NO: CE (P) VIJAYAK/46/ 2011-2012Annexure-II of Appendix ‘A’BID CAPACITYAvailable Bid Capacity (ABC) will be calculated as under:-Available Bid Capacity = 2.5 x A X N – BA.-Maximum value of all works in any one year during the last 5 financial years,updated to the current price level with enhancement factors as given below:-YearMultiplying factorLast year 1.10Year second to last year 1.20Year third to last year 1.30Year fourth to last year 1.40Year fifth to last year 1.50N- Number of years prescribed for completion of work for which the current bid is invited.B- Value of the balance ongoing works to be executed in period N.Note : The tenderers shall indicate actual figures of completion cost of work and Value of A without any` enhancement as stated above.Signature of the Contractor with seal)Dated : _________________2012for Accepting Officer

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 98TENDER NO: CE (P) VIJAYAK/46/ 2011-2012VERIFICATION STATEMENTAnnexure-III of Appendix ‘A’By virtue of my signature below, I confirm that to the best of my knowledge and belief theinformation contained in the specified formats (Appendix ‘A’, Annexure-I) and enclosure thereto aretruthful and exact.We have participated for the PART-I/PART-II/PART-III or all the PARTS of the bid (score outthe part /parts not participated).Dated :(Signature of contractor)

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 99TENDER NO: CE (P) VIJAYAK/46/ 2011-2012Appendix ‘B’(Ref para-23 of Special Condition of contract)NEFT/RTGS MANDATE FORM(1) Name of firm/contractor as peraccount in the Bank(2) Beneficiary’s Account Number (Asappearing on the Cheque Book)(3) Name of Bank where a/c is held(4) Name of Branch(5) Address of Branch(6) Telephone No. of Branch(7) IFSC Code of Branch(8) 9-Digit MICR Code Number of theBank & Branch(9) E-Mail ID of ContractorNotePlease attach a blank cancelled cheque for verification of the above particulars.I, hereby, declare that the particulars given above are correct and complete. If thetransaction is delayed or not effected due to incomplete or incorrect information of thebank details, I will not hold the payment releasing authority responsible for it.Dated :CERTIFICATE BY BANKSignature of the contractor(Seal)Certified that the particulars furnished above are correct as per our records.Seal of BankDated :Signature of the branch managerof the Bank

CA NO: CE (P) VIJAYAK/ /2012-13 Serial Page No : 100TENDER NO: CE (P) VIJAYAK/46/ 2011-2012AMENDMENT TO NITSUPPLY AND ERECTION OF PREFABRICATED INSULATED PUF SHELTER/PREFABRICATEDSHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ 126 RCC AT PADAM ONNIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&K STATE1. Reference this HQ NIT No. 81047/02/E8 dated 30 Mar 2012.2. The following amendment is made in the NIT issued vide this HQ letter cited at reference:-SALE/ISSUE, RECEIPT & OPENING DATE OF TENDERPara-07, Para-17 and Para- 18 of NIT shall be amended as under:-For Sale/Issue of Tender : 22 May 2012Receipt/Opening of Tender (Stage-I) : 19 Jun 2012 at 1500 HrsOpening of Price bid (Stage-II) : 29 Jun 2012 at 1500 HrsRead : Sale/Issue/Uploading of Tender : 04 Jun 2012Receipt/Opening of Tender (Stage-I) : 02 Jul 2012 at 1500 HrsOpening of Price bid (Stage-II) : 09 Jul 2012 at 1500 Hrs3. All other entries of NIT will remain unchanged.(Signature of the Contractor)81047/ 08 /E8Sd xxxEE (Civ) SGSSWfor Accepting Officer05 May 2012HeadquartersChief EngineerProject VijayakPin-931721C/O 56 APODistribution:-All Concerned

CA NO : CE (P) VIJAYAK/ /2012-2013 SERIAL PAGE NO : 101TENDER NO: CE (P) VIJAYAK/46/ 2011-2012AMENDMENT TO NIT (AMENDMENT No. 02)SUPPLY AND ERECTION OF PREFABRICATED INSULATED PUF SHELTER/PREFABRICATEDSHELTER FOR CONSTRUCTION OF ACCOMMODATION FOR HQ 126 RCC AT PADAM ONNIMMU-PADAM-DARCHA ROAD IN LEH-LADAKH REGION OF J&K STATE1. Reference this HQ NIT No. 81047/02/E8 dated 30 Mar 2012 and letter N0 8104/08/E8 dated05 May 2012 (Amendment No. 01).2. The following amendment is made in the NIT issued vide this HQ letter cited at reference:-SALE/ISSUE, RECEIPT & OPENING DATE OF TENDERPara-07, Para-17 and Para- 18 of NIT shall be amended as under:-For Sale/Issue of Tender : 22 May 2012Receipt/Opening of Tender (Stage-I) : 19 Jun 2012 at 1500 HrsOpening of Price bid (Stage-II) : 29 Jun 2012 at 1500 HrsRead : Sale/Issue/Uploading of Tender : 11 Jun 2012Receipt/Opening of Tender (Stage-I) : 20 Jul 2012 at 1500 HrsOpening of Price bid (Stage-II) : 27 Jul 2012 at 1500 Hrs3. All other entries of NIT will remain unchanged.4. This amendment No. 02 supersedes the amendment No. 01 issued vide this HQ letter mentionedat reference.(Signature of the Contractor)81047/13/E8Sd xxxEE (Civ) SGSSWfor Accepting Officer30 May 2012HeadquartersChief EngineerProject VijayakPin-931721C/O 56 APODistribution:-All Concerned