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ARMY LAW COLLEGE, KANHEPROVIDING FAST TRACK ENGINEERING,

PROCUREMENT AND CONSTRUCTION (EPC)WORKS SERVICES FOR REPAIRS & RENOVATION

TO EXISTING BUILDINGS OF ARMY LAW COLLEGE,KANHE, TALUKA MAVAL, DISTRICT PUNE

NOTICE INVITING TENDER (NIT)1. A tender is invited for the work as mentioned in Appendix ‘A’ to this NOTICE INVITING TENDER(NIT)

2. The work is estimated to cost as indicated in aforesaid Appendix ‘A’. This estimate, however, isnot a guarantee and is merely given as a rough guide and if the work cost more or less, atenderer/bidder will have no claim on that account. The tender shall be based on as mentioned inaforesaid Appendix ‘A’.

3. The work is to be completed within the period as indicated in aforesaid Appendix ‘A’ inaccordance with the phasing, if any, indicated in the tender from the date of handing over site,which will be on or about two weeks after the date of Acceptance of tender.

4. Deleted

5. The Station Commander, Station Headquarter, Dehu Road Cantt, Pune 412101 will be theAccepting Officer/Authority here in after referred to as such for purpose of the contract.

6. The Technical Bid and Financial Bid (Cover-1 and Cover-2) shall be /submitted in hard copy by thetenderer/bidder on or before the date & time mentioned in NIT. Original DD shall be submitted aspacket 1/cover-1 (‘T’ bid) of the tender. DD is refundable in case T bid is not accepted resulting innon-opening of ‘Q’ bid. The applicant contractor shall bear the cost of bank charges for procuringand encashing the DD and shall not have any claim from employer whatsoever on this account.

6.1. Tender form and conditions of contract and other necessary documents shall be available forpurchase at Rs. 1000/- and shall form part of contract agreement in case the tender/bid is accepted.

6.2. Cover-I shall be accompanied with by Earnest Money of amount as mentioned in Appendix ‘A’ inthe form of deposit at call receipt in favour of Station Headquarter, Dehu Road Cantt, Pune (seeAppendix ‘A’) by a scheduled Bank (see Appendix ‘A’).

6.3. If the Accepting officer accepts the tender/bid, the contractor will be required to submit securitydeposit within thirty days of the receipt by him of notification of acceptance of his tender/bid, failing

which this sum will be recovered from the first RAR payment or from the first final bill. In the case ofterm/running contracts, remaining sum shall be recovered from subsequent bill(s) of the contractor.

6.4. Deleted

6.5. Station Headquarter, Dehu Road Cantt, Pune will return the Earnest Money wherever applicableto all unsuccessful tenderers/bidders by endorsing for its refund, on production by the tenderer,bidder a certificate of the Accepting Officer that a bonafide tender/bid was received and alldocuments were returned.

6.6. Station Headquarter, Dehu Road Cantt, Pune will either return the Earnest Money to thesuccessful tenderer/bidder by endorsing an authority for its refund on receipt of an appropriateamount of Security Deposit or will retain the same in part or full on account of security deposit ifsuch a transaction is feasible.

6.7. Copies of the drawings and other document pertaining to the work signed for the purpose ofidentification by the Accepting Officer or his accredited representative, sample of materials andstores to be supplied by the contractor will also be available for inspection by the tenderer/bidder atthe office of Accepting Officer and Station Headquarter, Dehu Road Cantt, Pune during workinghours.

7. It is mandatory for tenderers/bidders to visit the site of work by making prior appointment withStation Headquarter, Dehu Road Cantt, Pune, who is also the Executing Agency of the work (seeAppendix ‘A’). The tenderers/bidders are deemed to have full knowledge of all relevant documents,samples, site etc., whether they have inspected them or not. Contact Mr. Deepak Mehra at +9191587 40303 or Mr. Rajiv Jadhav at 95823 57721 for scheduling appointment or for any queriesthereof.

8. Any tender/bid which proposes any alteration to any of the conditions laid down or whichproposes any other condition or prescription whatsoever, is liable to be rejected.

9. The submitting of bid implies that bidder has read this notice and the Conditions of Contract andhas made himself aware of the scope and specification of work to be done and of the conditions andrates at which stores, tools and plants etc. will be issued to him and local conditions and otherfactors having bearing on the execution of the work.

10. Tenderers/bidders must be in possession of a copy of the MES Standard Schedule of Rates andPublic Works Departments, Government of Maharashtra’s State Schedule of Rates (see appendix ‘A’)including amendments and errata thereto.

11. Invitation for tender does not constitute any guarantee for validation of ‘T’ bid and subsequentopening of finance bid of any applicant/bidder, even of enlisted contractors of appropriate class,merely by virtue of enclosing DD. Accepting Officer reserves the right to reject the ‘T’ bid and notopen the finance bid of any applicant/bidder. ‘T’ bid validation shall be decided by the AcceptingOfficer based on, inter alia, capability of the firm as per criteria given in Appx ‘A’ to this NIT. Theapplicant contractor/bidder will be informed regarding non- validation of his ‘T’ bid assigningreasons thereof. The applicant contractor/bidder if he so desires may appeal to the HQ SouthernCommand, Pune Camp, Pune before the scheduled date of opening of Finance Bid. The decision ofthe Next Higher Authority (NHEA) shall be final and binding. The contractor/bidder shall not beentitled for any compensation whatsoever for rejection of his bid.

12. Station Commander, Station Headquarter, Dehu Road Cantt, Pune reserves right to reduce scopeof work or increase scope of work depending on availability of funds without any price adjustment.

13. Work order to bidder shall be released to the successful contractor at the discretion of StationHeadquarter, Dehu Road Cantt, Pune, depending on status of land transfer. Successful bidder shallhave no claim whatsoever with regard to actual date of release of work order.

14. Accepting Officer does not bind himself to accept the lowest or any tender/bid or to give anyreason for not doing so.

15. This Notice Inviting Tender (NIT) including Appendix ‘A’ shall form part of the contract.

Signature of Contractor Accepting OfficerDate: Station Commander

Station Headquarter, Dehu Road Cantt, Pune

APPENDIX ‘’A’’ TO NOTICE INVITING TEND

1 Name of Work : PROVIDING FAST TRACK ENGINEERING, PROCUREMENT ANDCONSTRUCTION (EPC) WORKS SERVICES FOR REPAIRS &RENOVATION TO EXISTING BUILDINGS OF ARMY LAWCOLLEGE, KANHE, TALUKA MAVAL, DISTRICT PUNE

2 Estimated cost : Rs 800.00 Lakhs at par market.

3 Period of completion : 120 days4 Cost of tender documents : Rs. 1000/- in the shape of DD/Bankers Cheque from any

schedule Bank in favour of Army Law College, Kanhe payableat Pune

5 Website/portal address : http://www.awesindia.com/6 Type of contract : Item Rate Tender

7 Information and details(a) Bid submission start date : 01 Feb 2018 from 1200 hrs(b) Last date of bid submission : 19 Feb 2018 up to 1200 hrs(c) Date of bid opening : On or after 20 Feb 2018 at 1000 hrs

(d) Date of Presentation to Boardof Officers (only bidders whomeet minimum eligibilitycriteria shall be invited forpresentation)

23 Feb 2018 after 1000 hrs

8 Eligibility CriteriaFor all contractors

: Tendering is open to all bidders as refer in Annexure IThe nature of the work being carried out is an EngineeringProcurement & Construction works. Considering theengineering nature of the work, consortium betweenmaximum two firms is allowed, one being contractor andother being consultant to execute the work in totality.Accordingly bidder should execute and submit consortiumagreement between interested parties on an appropriatevalue stamp paper.All criteria’s as mentioned shall be met by any of theconsortium partners. The work order shall be placed on a leadpartner designated in an executed consortium agreement.

9 Tender Issuing Authority : Station Commander, Station Headquarter, Dehu Road Cantt,Pune

10 Executing agency : Station Commander, Station Headquarter, Dehu Road Cantt,Pune

11 Incentive & Penalty The bidder shall complete entire scope of work within thestipulated contract period of 120 days from date of award ofwork ordera) There will be an incentive payable to bidder for early

completion in delivery @ Rs. 80,000/- (Rupees EightyThousand) per day.

b) In case, bidder fails to complete the job within stipulatedcontract period, STATION HEADQUARTER, DEHU ROADCANTT, PUNE will levy penalty disincentive of Rs.1,60,000/- (Rupees One Lac Sixty Thousand) per day ofdelay.

NOTES:

(a) In case of rejection of technical /prequalification bid, contractor may appeal to next higherauthority, HQ Southern Command, Pune Camp, Pune, against rejection, whose decision shall befinal and binding. However, contractor/bidder shall not be entitled to any compensationwhatsoever for rejection of technical prequalification bid.

(b) Contact Mr. Deepak Mehra at +91 91587 40303 or Mr. Rajeev Jadhav at 95823 57721 forscheduling site visit appointment or for any tender queries thereof.

(c) Court of the place from where tender has been issued shall alone have jurisdiction to decide anydispute out of or in respect of this tender. After acceptance of tender condition – 72 ofjurisdiction of Courts of IAFW – 2249 shall be applicable.

Signature of Contractor Accepting AuthorityFile No: Station CommanderDated: Station Headquarter, Dehu Road Cantt, Pune

ANNEXURE IDocuments to be submitted with Technical Bid (Cover I)

Step I (Cover I): Minimum Eligibility Criteria

1. Submit requisite EMD amount in original DD/FDR/BG as specified in tender in favour of ArmyLaw College, kanhe payable at Pune

2. Submit original DD of Rs. 1,000/- (One Thousand Only) as cost of tender documents in favourof Army Law College, kanhe payable at Pune

3. The bidder (in case of consortium, any of the consortium partners) should have minimum 5years of experience of civil or electrical constructions and must have a live registration(incorporation of the company) continuously for last five years. Submit incorporationcertificate for proof.

4. Bidder should be registered contractor with either MES or PWD (Maharashtra) or PuneMunicipal Corporation or Pimpri Chinchwad Municipal Corporation or Brihan MumbaiMahanagar Palika to be eligible for the said work. Submit registration details as proof

5. Bidder (including all consortium partners, if applicable) must have their registered office inPune or within 150 kms of radius of Pune city centre for easy and efficient execution of thework. Submit copy of incorporation certificate as proof of address.

6. Bidder should have achieved a minimum annual financial turnover (in civil and/or electricalengineering construction work only) of Rs. 240.00 lakhs in any one year during last 3 years.Submit copy of Annual Audit Report certified by the Chartered Accountant should beproduced.

7. Bidders who meet the minimum qualification criteria will be qualified only if their availablebid capacity at the expected time of bidding is more than the total estimated cost of theworks. The available bid capacity will be calculated as under:Assessed Available Bid Capacity = (A*N*2)-B, where

A = Maximum value of Civil or Electrical Engineering works executed in any one yearduring the last three years and certified by the officer not below the rank of ExecutiveEngineer or annual turnover for civil or electrical works during the last 3 years ascertified by Chartered Accountant

B = Value at 2017-2018 price level of the existing commitments and ongoing works to becompleted during the stipulated period of completion of works for which bids areinvited; and

N = Number of years prescribed for completion of the works for which the bids areinvited.

Note: The statements showing the value of existing commitments and on-going works aswell as the stipulated period of completion remaining for each of the works listedshould be countersigned by the Accepting Officer or his rep, not below the rank of anExecutive Engineer or equivalent.

8. Submit Solvency Certificate - evidence of access to line(s) of credit and availability of otherfinancial resources facilities (10% of contract value) certified by the Bankers (not more than3 months old)

9. Submit bidder’s PAN card10. Submit bidder’s GST registration certificate11. Submit “Declaration of The Bidder” as set forth in Annexure III12. Submit copy of valid Electrical contractor License issued by Govt. of Maharashtra

Step II (Cover I): Technical Evaluation

The firms which fulfil minimum eligibility criteria as mentioned above (under Step I) shall beconsidered for Step II (Cover I) of Technical Evaluation. The Technical Evaluation shall be carried outby Board of Officers constituted by Accepting Officer.

Marks system for the evaluation of Step II is as under

1. Work ExperienceSr.No.

Eligibility Status Maximum Marks(20 marks)

1 Having successfully completed cumulative value ofsimilar administrative/academic buildingproject/projects equal to 640 Lakhs

12 marks


16 marks


20 marks

Note: a) While arriving at the cumulative value of similar projects/projects, only thoseprojects having value not less than Rs. 340 Lakhs will be consideredb) Only Government Project work experience shall be considered as valid workexperience.

2. Financial StrengthSr.No.


1 Average annual financial turnover of 240 Lakhs 18 marks



3. Experience in New TechnologySr.No.


1 Should have successfully designed minimum 1 (one)Institutional government project with minimum built-up area of 2,000 sqm in India via Building InformationModelling (BIM) enabled - 3D REVIT MEP modelling.For the same project, clash detection should havebeen carried out for fire, electrical, HVAC, ELV andother utilities including architectural entities through

6 marks

Navisworks Manage software.

2 Should have successfully designed minimum 1 (one)Institutional government project with minimum built-up area of 2,500 sqm in India via Building InformationModelling (BIM) enabled - 3D REVIT MEP modelling.For the same project, clash detection should havebeen carried out for fire, electrical, HVAC, ELV andother utilities including architectural entities throughNavisworks Manage software.

8 marks

3 Should have successfully designed minimum 1 (one)Institutional government project with minimum built-up area of 3,000 sqm in India via Building InformationModelling (BIM) enabled - 3D REVIT MEP modelling.For the same project, clash detection should havebeen carried out for fire, electrical, HVAC, ELV andother utilities including architectural entities throughNavisworks Manage software.

10 marks

4. Presenting Understanding of the Project to the Board of OfficersSr.No.


1 Bidder should study Annexure II attached herein withtender document. Since this is a Design Build project,STATION HEADQUARTER, DEHU ROAD CANTT, PUNEdesires to select a firm with a relevant expertize inplanning and design of the project. It is expected thatbidder will study Appendix II in detail and carry outactual site visit to Kanhe site and present their findingincluding vision of how they intend to develop a LawCollege campus with judicious utilization of existinginfrastructure. The bidder will plan the campus onUGC and BCI guidelines and present their vision inpowerpoint presentation format to the Board ofOfficers. STATION HEADQUARTER, DEHU ROADCANTT, PUNE’s intention is to go for temporaryaffiliation of the campus and design presented toBoard of Officers should be considering the same. It isexpected that bidder will engage his own team ofarchitects, engineers and planners to develop amasterplan for Phase I. The intake strength of 120students shall be considered while developingmasterplan.

25 marks

5. Presenting Project Understanding through 3D Walk Through to the Board of OfficersSr.No.


1 Developing a 3D walk through of masterplan asproposed by bidder. The 3D walk through shouldintegrate all existing building in overall masterplan

12 marks

6. Site Visit to Kanhe site by Prospective BiddersSr.No.


1 Considering the criticality of project from timelinesperspective, it is important that bidders are wellconversant with site opportunities and constraints.Also it is expected that bidder is fully conversant withexisting infrastructure and its current status andaccordingly propose designs/plans duringpresentation. To avail marks for this, bidder shouldmandatorily coordinate site visit through ExecutingAgency’s office i.e. Station Headquarter, Dehu RoadCantt, Pune before submission of technical bids

3 marks

TOTAL MAXIMUM MARKS 100 MARKS

Step II (Cover I): Financial Evaluation of the BidA. Bidder shall submit financial bid in hard copy under separate sealed envelope.B. Bidders with 70% of more marks in the Step II will be considered for the financial evaluation of

the bid. Financial envelope of only those secure more than 70% marks will be considered forfinancial bid opening.

C. This evaluation of the bid shall be followed after opening of the financial bidD. Bidders shall go through the complete tender document and quote the rates in the BoQ in

prescribed PerformaE. The lowest financial bid (Fm) will be given a financial score (Sf) of 100 points. The financial score

(Sf) of the other financial bid will be determined using the following formula

Sf = 100 x Fm / F

Where Sf is the financial score, Fm is the lowest bid and F is the financial bid under considerationof other bidders.

FINAL SELECTIONF. Combined technical scope of Step II as explained here-in-before shall be “St” which is as under

St = Total marks of bidder in Step II

G. The final selection shall be based on QCBS i.e. Quality and Cost Based System. The financial bidof those bidders whose documents are found to be in order and who qualify in Step I and Step IIof technical bid evaluation will be opened on the same day or next day after finalization oftechnical bid evaluation.

H. Bids of this work will be finally ranked as under in accordance with their combined technical (St)and financial (Sf) scores

S = St x Tw + Sf x Fw

Where S is the combined score of bidder and Tw and Fw are weights assigned to Technical bidand Financial bid. The value of Tw is 0.7 (zero point seven) and that of Fw is 0.3 (zero pointthree) respectively.

I. The bidder achieving the highest combined technical and financial score will be considered to bethe successful lowest bidder and considered for acceptance of this tender, subject toreasonability of financial bid.

ANNEXURE II

Project Brief:

In the modern world, the only currency that is all pervasive is knowledge and a good education is theonly means to obtain sound knowledge and gain a competitive advantage in the real world whereevery job is contested. The Children of Army personnel are handicapped as far as their professional/technical education is concerned due to frequent transfers of parents, lack of good institutions attheir place of postings/ home and other socio-economic compulsions. Thus there is a felt need thatthe children of Army personnel be provided facilities of professional education so that they cancompete with their civilian counterparts. A project to establish an Army Law College (ALC) at VillageKanhe offering a five years integrated BBA LLB course affiliated to Savitribai Phule Pune University(SPPU) to cater for professional education in the field of law for the children of Army person has,therefore been mooted by Headquarters Southern Command on 3.99 acres of land. The ALC will belocated at Village Kanhe located approximately 45 Kms from Pune on old Pune - Mumbaiexpressway.

The requirement of infrastructure for starting a law college offering a five years integrated BBA LLBcourse is governed by various guidelines/stipulations as mandated by various Central/Stategovernment agencies. The benchmark standards for infrastructure for Administrative / academic /amenities etc as per Chapter five of Bar Council of India (BCI) Inspection manual 2010 are as under:

a) Academic Block Area Requirement

i. Gen Class room < 60 intake (30 ft x 50 ft)ii. Moot Court (30 ft x 50 ft)

iii. Special/Honors Class room (20 sq ft / student)iv. Tutorial Class room (20 sqft / student)v. Assembly Hall stage (10 sq ft /student + 40x30 ft)

vi. Common room for students (10 sq ft / student)vii. Principal/Dean meeting facilities (500-600 sq ft)

viii. Faculty room / work station (100 sq ft / room)ix. Office (300 - 500 sq ft)x. Toilet (Male & Female) (10 unit / 100 student)

b) Library Area Requirement

i. Librarian’s/ Accession Room (300 sq ft)ii. Document room (150 sq ft)

iii. Computer terminals (around walls) (600 sq ft)iv. Legal Aid (150 sq ft)v. Consultancy room (150 sq ft)

vi. Language Lab (150 -200 sq ft)vii. Issue Counter (450 sq ft)

viii. Reading room (20 sq ft/ student for 50% strength)ix. Stacking space (around the wall) (24 - 25 cu ft for 100 Vol)

c) Hostel Accommodation Area Requirement

i. Per Student (100 Sq ft)

ii. Per six student 01 x Bath, Urinal & Toilet eachiii. Cooking and dining facility as per requirement

Currently Kanhe property has existing 12 building structures of various shape and sizes. The buildingswere not constructed for the purpose of running an education Institute, however invoking Para 3.3of UGC Regulations 2009 (“The Registered Society/ Trust in justified exceptional cases may beallowed to start the college for the first year of the programmes in a readily available building, withthe condition that all other academic and administrative requirements are satisfied under theRegulations and college shall complete the buildings as per Para 4.4.6 and other requirements citedin the detailed project report by the end of the second year and the college is moved completely tothe proposed permanent building by the beginning of the third year, failing which the college shallnot be granted renewal of temporary affiliation until the college moves to the permanent buildings.Under no circumstances, extension of time for this movement to the permanent building shall begranted by the University beyond five years”), the existing infrastructure may be judiciously utilizedfor running the ALC for initial two years by earmarking various spaces for hostel area, academic areaand administrative area.

STATION HEADQUARTER, DEHU ROAD CANTT, PUNE intends to engage firm or consortium of firms(maximum up to 2 firms allowed) to design Law College campus by making judicious utilization ofexisting infrastructure available at site. It will be responsibility of the selected firm to design as wellas execute entire campus by making use of existing building. Entire campus shall be designedconsidering BCI and UGC guidelines.

ANNEXURE III

Name of Work: PROVIDING FAST TRACK ENGINEERING, PROCUREMENT ANDCONSTRUCTION (EPC) WORKS SERVICES FOR REPAIRS & RENOVATION TOEXISTING BUILDINGS OF ARMY LAW COLLEGE, KANHE, TALUKA MAVAL,DISTRICT PUNE

I/we certify that we understand that this contract will be a design build project wherein I/we will beresponsible for entire design of educational campus as well as execution of the same as per tenderspecifications.

I/We hereby declare that I/We have done a site visit to understand local site conditions. I/we havetaken stock of all existing buildings and our proposal is based on actual site conditions. I/we certifythat all the design options which will be submitted in due course of work shall be in compliancewith latest University Grant Commission (UGC) guidelines and Bar Council of India (BCI) guidelines.I/We hereby certify that we will assist STATION HEADQUARTER, DEHU ROAD CANTT, PUNE insecuring legal permissions from UGC/BCI/Savitribai Fule Pune University in order to start educationcampus in stipulated time frame.

I/we hereby certify that if awarded work, I/we will engage independent, experienced, professionalProject Management Consultancy (PMC) firm at our expense to design & supervise the subjectwork.

I/We hereby declare that I/we have made myself/ourselves thoroughly conversant with conditionsof existing structures, the sub-soil conditions, the local conditions regarding all materials (such asbut not limited to stone, murum, sand, tiling, steel, etc.) and labour including quarry locations,excess soil/demolished material disposal locations etc.

I/We hereby further declare that my/our bid is unconditional in every manner or whatsoever innature.

TO BE FILLED BY THE CONTRACTOR

I/We have quoted my/our offer in item rate in words as well as in figures. I/We further undertake toenter into contract with STATION HEADQUARTER, DEHU ROAD CANTT, PUNE.

Name and Signature of the Contractor(s) / Power of attorney holder with complete address.

DECLARATION OF THE BIDDER

ARMY LAW COLLEGE, KANHE

NAME OF WORK: PROVIDING FAST TRACK ENGINEERING, PROCUREMENTAND CONSTRUCTION (EPC) WORKS SERVICES FOR REPAIRS & RENOVATIONTO EXISTING BUILDINGS OF ARMY LAW COLLEGE, KANHE, TALUKA MAVAL,DISTRICT PUNE

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Contents sheet

Tender Forwarding letter Including Instructions to Tenderers for filling of Tender.

Notice of Tender IAFW-2162 (Revised 1960) including Appendix `A' to Notice ofTender and Errata/ Amendments to Appendix `A` to Notice of Tender.

Tender and Item Rate Contract for Works by Measurement IAFW-1779-A (Revised1955).

General Conditions of Contracts IAFW-2249 (1989 print) & Errata/Amendments toIAFW-2249 (1989 Print)

Schedule of Minimum Fair Wages

Special Conditions.

Particular Specifications.

Errata/Amendments/Corrigendum to the tender documents.

Relevant correspondence.

Acceptance letter.

Drawings –Nil

Total Pages 125 Pages

_______________(SIGNATURE OF CONTRACTOR) Accepting Officer,

Station Commander,DATE Station Headquarter, Dehu Road Cantt, Pune

169

Tele & Fax: 020-27671191 Station Headquarter, Dehu Road Cantt,Pune Pune-412 101

Date:

Shri/S’shri___________________________________________________

NAME OF WORK: PROVIDING FAST TRACK ENGINEERING, PROCUREMENT AND CONSTRUCTION(EPC) WORKS SERVICES FOR REPAIRS & RENOVATION TO EXISTING BUILDINGS OF ARMY LAWCOLLEGE, KANHE, TALUKA MAVAL, DISTRICT PUNE

Dear Sir,

1. Tender documents in respect of above work are available for purchase. The tender is on singlestage two covers e-tendering system. The contents of Cover I & Cover II are specified in NOTICE OFTENDER.2. Bids will be received by the ACCEPTING OFFICER up to the date and time mentioned in the NOTICEINVITING TENDER (NIT).3. Bid will be opened on due date and time fixed for opening in the presence of tenderers/bidders ortheir authorised representatives, who have submitted their quotation bid and who wish to bepresent at the time of opening the bids.4. Your attention is also drawn to instruction on filling and submission of tender attached herewith.You may forward your points on tender documents and/or depute your technical representative fordiscussion on tender documents and to clarify doubts, if any, on or before date mentioned in theCritical dates mentioned. You are requested not to write piece meal points and forward your pointsduly consolidated well before due date viz. bid submission start date.5. Deleted6. Deleted7. Deleted8. The contractor must ensure that the tender/bid on the proper form is submitted in time asthe Accepting Officer will take no cognizance of any quotations/offer received in any otherelectronic or physical form like email/fax/by hand through post from tenderer/bidder even if theyare received in time.9. In view of delays due to system failure or other communication related failures, it issuggested that the tender/bid be submitted, if necessary, sufficiently in advance of the last due dateand time fixed.10. General Conditions of Contracts (IAFW-2249) (1989 Print) and errata and amendmentsthereto, Schedule of minimum fair wages and MES SSR (Part -I and Part -II) are not enclosed withthese documents. These are available for perusal in the Office of Station Headquarter, Dehu RoadCantt, Pune concerned and this office.11. ANY TENDERER, WHICH PROPOSES ALTERATIONS TO ANY OF THE CONDITION,SPECIFICATIONS LAID DOWN IN THE TENDER DOCUMENTS OR ANY NEW CONDITION,WHATSOEVER, IS LIABLE TO BE REJECTED.

Yours faithfullyAccepting Authority

SIGNATURE OF CONTRACTOR Station CommanderDATE Station Headquarter, Dehu Road Cantt,Pune

INSTRUCTIONS ON FILLING AND SUBMISSION OF TENDER

1. EARNEST MONEY DEPOSIT (EMD)

The tenderer shall furnish Earnest Money deposit (EMD) of Rs. 4,25,500/- (Indian Rupees FourLacs Twenty Five Thousand only) by Demand Draft or FDR or Bank Guarantee payable to Army LawCollege, Kanhe

NOTES: Earnest Money Deposit (EMD) in the form of Cheque will not be accepted. NON-SUBMISSION OF EARNEST MONEY DEPOSIT (EMD) WILL RENDER THE BID DISQUALIFIED FOROPENING OF COVER II (FINANCE BID).

2. SECURITY DEPOSIT

The contractor will be required to submit security deposit calculated with reference toTENDERED COST as notified by the Accepting Officer subject to a maximum of 2% of accepted tendercost. The amount is required to be lodged within 30 (Thirty) days of the receipt by the contractor ofnotification of acceptance of tender/bid, failing which the sum shall be recovered from the first RARpayment or from the Final bill (See Condition 22 of General Conditions of Contracts (IAFW-2249).

3. Deleted

4. Deleted

5. GENERAL INSTRUCTIONS FOR COMPLIANCE

5.1. The bids received only in the physical form will be considered. All bids shall be submitted ataddress specified.

5.4. Drawings, if issued in physical form, must be returned duly initialled by the tenderer/bidderin separate envelope indicating his name and address.

5.5. The tender shall be signed, dated and witnessed at all places provided for in the documentsafter acceptance. All corrections shall be initialled. The Contractor shall initial every page of tenderand shall sign all drawings forming part of the tender. Any tender/bid, which proposes alterations toany of the conditions whatsoever, is liable to be rejected.

5.6. ln the technical bid, a scanned copy of Power of Attorney in favour of the person submittingthe bid shall be submitted.

5.8. Hard copies of all above documents should be sent by the contractor to the Tender issuingauthority well in advance to be received before the date & time fixed for the same.

5.9. Bid (Cover 1 & 2) shall be submitted well in time.

5.10. The contractor shall employ Indian Nationals after verifying their antecedents and loyalty.Attention is also drawn to special condition 3 referred hereinafter and also conditions 24 & 25 ofIAFW 2249 (General conditions of contract).

5.11. Tenderers/bidders who submit their priced tenders/bids and are desirous of being present atthe time of opening of the tenders/bids, may do so at the appointed time.

5.12. The tenderer/bidder shall quote his rate on the BOQ file only. No alteration to the format willbe accepted, else the bid will be disqualified and summarily rejected.

5.13. In case the tenderer/bidder has to revise/ modify the rates quoted in the BOQ (excel sheet) hecan do so only in the BOQ,

5.14. In case revised BOQ is issued by the department, tenderer /bidder has to quote in revisedBOQ only. The submitting quotation in pre-revised BOQ shall be considered as a willful negligenceby the bidder and his quotation shall be considered non-bonafide.

6. REVOCATION/ REVISION OF OFFER UPWARD / OFFERING VOLUNTARY REDUCTION, AFTEROPENING OF FINANCIAL BIDS, BY LOWEST BIDDER

In the event of lowest tenderer/bidder revoking his offer or revising his rates upward,offering voluntary reduction, after closing of bid submission date & time, his offer will be treated asrevoked and the Earnest Money deposited by him shall be forfeited. In addition, bids of suchtenderer/bidder and his related firm shall not be opened in second call or subsequent calls.Reduction offered by the tenderer/bidder on the freak high rates referred for review shall not betreated as voluntary reduction.

7. CPM (Critical Path Method)

7.1. The project planning for work covered in the scope of tender is based on CPM.7.2. The tenderer/bidder is expected to be fully conversant with the CPM technique and employtechnical staff who can use the technique in sufficient details. Sufficient books and other literatureon the subject are widely available in the market which the tenderer /bidder may make use of.

7.3. The tenderer’s/bidder’s attention is drawn to special condition of the tender regardingpreparation of the detailed network analysis and time schedule for the work and his liability foremploying sufficient resources to adhere to this schedule. Any inability on the part of thetenderer/bidder in using the technique will be taken as his technical inefficiency and will affect hisclass of enlistment and future prospect/invitation to tenders for future works.

7.4. Department may issue amendments/errata in form of CORRIGENDUM to tender /revised BOQto the tender documents. The tenderer/bidder is requested to read the tender documents inconjunction with all the errata/ amendments/corrigendum, if any, issued by the department.

8. These instructions shall form part of the contract documents.

Accepting AuthoritySIGNATURE OF CONTRACTOR Station CommanderDATE Station Headquarter Dehuroad Cantt, Pune

IN LIEU OF IAFW-1779A (REVISED 1955)

ITEM RATE TENDER AND CONTRACT TO BE USED IN CONJUNCTION WITH GENERAL CONDITIONSOF CONTRACTS IAFW-2249 (1989 PRINT )

Tele & Fax: 020-27671191 Station Headquarter, Dehu Road Cantt,Pune

Pune-412 101

Date:

ITEM RATE TENDER AND CONTRACT FOR WORKS REQUIRED IN THE “PROVIDING FAST TRACKENGINEERING, PROCUREMENT AND CONSTRUCTION (EPC) WORKS SERVICES FOR REPAIRS &RENOVATION TO EXISTING BUILDINGS OF ARMY LAW COLLEGE, KANHE, TALUKA MAVAL, DISTRICTPUNE”

A tender/ bidder who is qualified as per the eligibility criteria mentioned in the tenderdocuments and has interalia sound past record is hereby authorised to tender for the above work.The tender/ bid (both COVER-1 & and COVER-2) shall be submitted as per time and date mentionedin tender documents.

THE ACCEPTING OFFICER DOES NOT BIND HIMSELFTO ACCEPT THE LOWEST OR ANY TENDER

Accepting AuthoritySIGNATURE OF CONTRACTOR Station CommanderDATE Station Headquarter, Dehu Road Cantt, Pune

SCHEDULE 'A' NOTESNOTES

1. Entire work under this contract shall be completed within 120 days from the date of handingover the site(s), as mentioned in Work Order No 1.

2. Description of works and services given in various sections of Schedule ‘A’ is brief. These aredeemed to be amplified and read in conjunction with special conditions, particulars specificationsfor materials and workmanship and conditions in relevant trade/section of MES standard Scheduleof Rates (Part-I) 2009 and (Part –II) 2010 and Public Works Department, Government ofMaharashtra Schedule of Rates and all these documents are taken as mutually explanatory to eachother.

3. The quantities of various items of work catered under Schedule ‘A’ are provisional and areinserted as a guide only. These shall, however, not be varied beyond the limits laid down inCondition 7 of IAFW-2249 (General Conditions of Contracts).

4. The total amount of schedule ‘A’/BOQ is not firm but will be treated as “Contract Sum” asreferred to in IAFW-2249.

5. Rates against each item in column of price bid are required to be filled in by thetenderer(s) in figures only.

6. The unit rate of each item of work is inclusive of labour and materials or supply and fix inposition complete unless otherwise specifically mentioned in the description of item such assupply only, labour only, fixing only, laying only and the like.

7. The unit rate quoted by the tenderer shall be “Net” inclusive of all charges such as salestaxes of all kinds and description including GST on work contracts, workers welfare tax, cess, GST,packing and unpacking charges, transport and delivery, over heads, profits and any other labourwelfare/cess tax etc. GST on work contract, and labour welfare tax which is deductible at source,from contractor’s RARs and final bill. Any tax coming into force consequent to any fresh law, orstatutory rules or order before receipt of tender documents shall also be applicable for thiscontract. No claim of whatsoever nature shall be admitted by the Accepting Officer on this account

8. The under mentioned remarks unless otherwise given shall be deemed to have beeninserted in respective columns against each item of Schedule ’A’/BOQ whether specificallyinserted or not:-

(a) At the beginning of description/ - Materials & Labour or Supply & Fixitem under Column 2

(b) At the end of description of item - All as specified and as directed byunder Column 2 Accepting Officer or his rep

10. Special conditions in MES Schedule and preambles to items given in MES Schedule Part-IIunder respective trade shall be applicable and tendered rates shall be deemed to be inclusive of theelements specified therein. If any provisions in the description of items of Schedule “A” and inparticulars specifications is at variance with the provisions in Special conditions in MES SchedulePart –II and preambles to MES Schedule items, the provisions in description of items and inparticular specifications shall take precedence there over.

11. Site for execution of work shall be made available as soon as the work is awarded. In case itis not possible for the department to make the entire site available on the award of the contract, thetenderer will have to arrange his working programme accordingly. No claim whatsoever, for notgiving the entire site on award of contract and giving the site gradually will be admissible.

12. SAFETY OF WORKERS AND STANDARD OF WORKMANSHIP (CONTRACTOR’S LICENSE FORELECTRICAL WORK):

The contractor shall submit the Maharashtra State Govt. Contractor’s License for Electricalwork in the name of the firm or in the name of permanent employee (as required in terms of law onthe matter) to the Station Headquarter, Dehu Road Cantt, Pune. A copy of license shall be kept byStation Headquarter, Dehu Road Cantt, Pune on record.

Station Headquarter, Dehu Road Cantt, Pune will ensure that contractor has produced thevalid Maharashtra Govt license before commencement of HT electric work on ground.

Site executive will also ensure that valid supervisor’s certificate of competence andwiremen’s permit in respect of LT electrical work is obtained and held on record before execution ofwork (by them) at site.

13. The list of buildings under which work has to be executed is available with the AcceptingOfficer or his rep. Contractor’s attention is invited to condition 4 of IAFW-2249-General Conditionsof Contracts. The contractor should keep in mind while quoting their/his tender, the fact that thebuildings/site where the repair/work is to be carried out are under occupation and shall remainunder occupation while carrying out the work. The contractor will carry out the work in phasedmanner in consultation with Accepting Officer or his rep. It will be the responsibilities of thecontractor to submit in writing his planning program of work seven days in advance to take oversite/commence the work or any other requirements. No compensation or extra shall be admissibleof any misunderstanding or loss of man-hours.

14. The unit item rates quoted by the tenderer shall be deemed to include for any minor detailsfor construction/installation/repairs which are obviously and fairly which may not have beenreflected in these documents, but are essential for execution and entire completion of the work andno extra cost will be entertained on such account. The decision of the Accepting Officer whether ornot any minor details of constructions/installations/repairs are obviously and fairly intended to beincluded in the unit quoted rates for the items shall be final and binding.

15. In absence of any specification either in these tender documents or in the drawings, theminimum specifications as given in SSR for relevant items and as per Standard Engineeringpractice shall be considered by the tenderer while quoting the tender.

16. The tenderers are advised to refrain from making any stipulations or conditions in theiroffer.

17. The tenderer are advised to visit the site of work and verify the working condition and scopeof work to be carried out before quoting the rates. The contractor shall be deemed to have notedthe site conditions and availability of materials required for the work before quoting his rates andno claim whatsoever on any account nothing extra shall be admissible on this account.

18. Permission for the usage of any of the existing facilities such as approaches, if available canbe granted by the Station Headquarter, Dehu Road Cantt, Pune on written request from thecontractor stating that any damage caused due to usage of the same shall be made good by the

contractor at no extra cost to the Accepting Officer. On the contrary if the contractor fails to makegood the damages caused as above, these damages shall be made good and brought back to theoriginal standard by the department at the risk & cost of the contractor. Station Headquarter, DehuRoad Cantt, Pune’s decision in this regard shall be final, conclusive and binding.

19. Wherever the word Schedule ‘A’ appears in the tender documents same shall be read as‘BOQ’.

(SIGNATURE OF CONTRACTOR) Accepting OfficerDATE Station Commander


In lieu of (AFW-1779A(R-1955)

SCHEDULE OF CREDIT

1. All materials obtained from dismantling, for which items are mentioned under this schedule,will become the property of the contractor who shall be responsible for removing the same out ofproperty and dispose it off appropriately. In no case materials shall be allowed to accumulate at site.

2. All dismantled/demolished unserviceable materials shall be disposed off outside of propertyland without any extra payment to the STATION HEADQUARTER, DEHU ROAD CANTT, PUNE.

3. Contractor should inspect the existing conditions of material to be obtained fromdemolition/dismantling/taking down and it will be deemed that the contractor has visited the site(whether he inspect /visits the site or not) and no claim whatsoever will be entertained regardingcondition of existing materials.

SCHEDULE ‘B’

ISSUE OF MATERIALS TO THE CONTRACTOR(SEE CONDITION 10 OF IAFW-2249)

SerNo

Particulars Rate at which materials will beissued to the Contractor

Place of issue by name forall items of this schedule

Remarks

Unit Rate (Rs.)(1) (2) (3) (4) (5) (6)

NIL



SCHEDULE `C'

LIST OF TOOLS AND PLANTS (OTHER THAN TRANSPORT WHICH WILL BEHIRED TO THE CONTRACTOR SEE CONDITIONS 15, 34 AND 35 OF IAFW-2249

(1989 PRINT)

SlNo

Qty Particulars Details ofMES crewsupplied

Hire chargesper unit perworking day

Rs

Stand bycharges perunit per off

day Rs

Place ofissue by

name

Remarks

(1) (2) (3) (4) (5) (6) (7) (8)

NIL

_______________________________________________________________________________



SCHEDULE `D'

TRANSPORT TO BE HIRED TO THE CONTRACTOR(SEE CONDITION 16 AND 35 OF IAFW-2249 - 1989 PRINT)

Sl No Qty Particulars Rate per unit per workingday of 8 hours (Rs)

Place of issue (byname)

Remarks

(1) (2) (3) (4) (5) (6)

NIL



TENDER

TO THE STATION HEADQUARTER, DEHU ROAD CANTT, PUNE:

Having examined and perused the following documents: -

1. Specifications signed by Station Headquarter, Dehu Road Cantt, Pune

2. Drawings detailed in the specifications, of applicable

3. Schedule 'A', 'B', 'C' and ‘D' attached hereto.

4. MES Standard Schedule of Rates 2009(Part-I )-Specifications IAFW-2249 for Part-I and (SSR-2010 (Part II) Rates (hereinafter and in IAFW-2249, referred to as the `MES SCHEDULE')together with amendments Nos 1 to 3 and 1 to 59 for Part II (as applicable)

5. General Conditions of Contracts, IAFW-2249 (1989) print together with amendmentNos 1 to 40 and Errata 1 to 20.

6. WATER CONDITION 31 OF IAFW-2249: GENERAL CONDITIONS OF CONTRACT

Contractor to make his own arrangement of water during construction

7. Should this tender be accepted I/WE AGREE: -

*(a) That the sum of Rs.................. (Rupees ............... .........................only) forwarded asEarnest Money shall either be retained as a part of the Security Deposit or be refunded bythe Government on receipt of the appropriate amount of Security Deposit as per condition22 of IAFW-2249.

(b) To execute all the works referred to in the said documents upon the terms andconditions contained/referred to therein and as detailed in the General Summary and tocarry out such deviations as may be ordered vide Condition 7 of IAFW-2249 upto amaximum of TEN PERCENT and further agree to refer all disputes as required by Condition71 of IAFW 2249 to the Sole Conciliator of a serving Officer having degree in Engineering orequivalent or having passed final/direct final examination of Sub- Division II of Institution ofSurveyors (India) recognised by the Govt. of India to be appointed by Accepting Authoritywhose decision shall be final, conclusive and binding.

IN LIEU OF IAFW-1779-A (REVISED 1955)

TENDER (CONTD…)

Signature _________________ Name in the capacity of

_________________ duly authorised to sign tender for and on behalf of M/S/Shri

________________________________________________(IN BLOCK LETTERS)

WITNESS

(Signature & Name) Date________________________

Address______________ Postal address________________

_____________________ ____________________________

_____________________ Telegraphic address

Phone No. ___________________

ACCEPTANCE

_____________________________ alteration (s) have been made in these documents and as

evidence that these alterations were made before the execution of the Contract Agreement, they

have been initialed by the contractor and Station Headquarter, Dehu Road Cantt, Pune

The said officer is hereby authorised to sign and initial on my behalf the documents forming part

of this contract. The above tender was accepted by me on behalf of the President of India for sum of

Rs_________________ (Rupees _______________________________

only)

on the ________________________day of __________________2017

Signature____________ _________dated this ___________day of ___________2017

GENERAL CONDITIONS OF CONTRACTS (IAFW -2249) (1989 PRINT)

FOR LUMP SUM CONTRACTS (IAFW-2159) & MEASUREMENT CONTRACTS

(IAFW -1779 AND 1779- A)

A Copy of the GENERAL CONDITIONS OF CONTRACTS (IAFW-2249) (1989 PRINT ) with Errata1 to 20 and amendment Nos 1 to 40 has been supplied to me/us AND is in my/our possession.I/We have read and understood the provisions contained in the aforesaid GENERAL CONDITIONSOF CONTRACTS before submission of this tender and I/We agree that I/We shall abide by the termsand conditions thereof, as modified if any, elsewhere in these tender documents.

It is hereby further agreed and declared by me/us, that the General Conditions ofContracts (IAFW-2249) (1989 Print ) including condition 70 thereof pertaining to settlement ofdisputes by Arbitration containing 33 pages (Srl Page No 62 to 94) with errata 1 to 20 andamendment Nos 1 to 40 (Srl Page No 95 to 102) form part of these tender documents.



SCHEDULE OF MINIMUM FAIR WAGES PAYABLE BY THE CONTRACTOR

UNDER FAIR WAGES ACT.

1. It is hereby agreed by * me / us that the Schedule of Minimum Fair Wages as published videGovernment of India, Min of labour No. 1 (2) 92 IS-II dated 10 Mar 92 applicable to Area ‘C’containing 08 (Eight) pages shall form part of these tender documents).

2. It is also agreed by *me / us that although latest notification, as available with the AcceptingOfficer, has been formed the part of contract, in case the Government has further revised the wages,the latest revised wages of labours shall only be applicable.

3. *My / our signature (s) here under is deemed to * my / our having signed the aforesaidSchedule of Minimum Fair Wages part of this tender and in agreement of provisions of Para 2 above.



*Delete which is not applicable.

Note: Schedule of minimum fair, wages is available for reference in the office of the StationCommander Works Engineer, Pune-1. It can be seen during office hours by the tenderer.

SPECIAL CONDITIONS1.0 GENERAL

1.1 The following special conditions shall be read in conjunction with the General Conditions ofContracts IAFW-2249 including errata/amendments there to. If any provision in these specialconditions is at variance with the aforesaid documents, these special conditions shall bedeemed to take precedence there over.

1.2 The work under this contract shall be carried out in accordance with Schedule ‘A’ (BOQ),Particular Specifications, drawings and other provisions made in MES Schedule.

1.3 The term ‘General Specifications’ referred to herein before/here in after as well as referredto in IAFW-2249. (General Conditions of Contracts), shall mean the Specifications containedin MES Schedule.

1.4 General rules, specifications, special conditions and all preambles in MES Schedule shall bedeemed to apply to the works under this contract unless specified otherwise in these tenderdocuments in which case the provisions in these tender documents shall be deemed to takeprecedence over the provisions made in MES Schedule.

2.0 VISIT TO SITE BY CONTRACTOR

2.1 The tenderer shall contact concerned Station Headquarter, Dehu Road Cantt, Pune for thepurpose of inspections of site(s) and examination of relevant document other than thosesent herewith, who will extend reasonable facilities for this purpose. The tenderers shall alsomake themselves familiar with working conditions, accessibility to site(s), availability ofmaterials and other cogent conditions, which may affect the entire completion of workunder this contract.

2.3 In case of a tender containing an offer is submitted the tenderer shall be deemed to havevisited the site(s) and made themselves familiar with the working conditions etc. Whetherthey actually inspect the site or not.

2.4 The works under the contract lies in UNRESTRICTED AREA.

3.0 CONDITIONS FOR WORKING IN UNRESTRICTED AREA.

(a) The contractor, his agents, employees, work people and vehicles may require to passthrough the unit lines in which case the Accepting Officer or his repshall, at his discretionhave the right to issue passes, control their admission to the site of work or any part thereof.The contractor shall on demand by the Accepting Officer or his repsubmit a list of personnel;etc concerned and shall satisfy the Accepting Officer or his repas to the bona fides of suchpeople. Passes issued shall be returned at any time on demand by the Accepting Officer orhis repand in case on completion of the work.

(b) The contractor and his agent, employees and work people shall observe all the rulespromulgated by the authority controlling the area in which the work is to be carried out e.g.prohibition of smoking, lighting and keeping to specified routes, accessional restricted hoursof working etc, Any person found violating the security rules laid down by the authority,

shall be immediately expelled from the area without assigning any reasons what so ever andthe contractor shall have not claim on this account. Nothing extra shall be admissible for anyman hours lost on this account.

4.0 CONTRACTORS REPRESENTATIVES, WORKERS AND AGENTS:

4.1 Tenderer’s attention is invited to condition 25 of IAFW-2249. Tenderer shall employ IndianNationals as his representative, servants and workers and verify their antecedents andloyalty before employing them for the works.

He shall ensure that no person of doubtful antecedents and nationality is, in any way,associated with work. If for reasons of technical collaboration or other consideration theemployment of any foreign national is unavoidable, the tenderer shall furnish full particularsto this effect to the Accepting Officer at the time of submission of his tender.

4.2 The contractor shall on demand by the Accepting Officer or his rep, submit list of his agents,employees and work people, concerned and shall satisfy the Accepting Officer or his repas tothe bonafides of such people.

5.0 MINIMUM WAGES PAYABLE

5.1 Refer condition 58 of IAFW-2249. Irrespective of the Schedule of minimum fair wages asenclosed here in before. The contractor shall not pay wages lower than minimum wages forlabour as fixed by the Govt. of India/State Govt. / local authority, whichever is highest on thedate of receipt of his offer.

5.2 The fair wages referred to in condition 58 of IAFW-2249 will be deemed to be the same asthe minimum wages payable as referred to above.

5.3 The contractor shall have no extra claim what so ever, if on account of local factors and orregulations, he is required to pay the wages in excess of minimum wages as described aboveduring the execution of work.

6.0 LABOUR (REGULATION AND ABOLITION) ACT

Contract labour (Regulation & Abolition) Act 1970 is applicable to contractors. Rates quotedby the tenderer shall be deemed to take into account the cost, etc required to comply withthe provision contained in the said act & the rules framed under the said act.

7.0 ROYALTIES:

Reference condition 14 of IAFW-2249. No quarries on defence land are available.

8.0 LAND FOR LABOUR ACCOMMODATION, STORES & WORKSHOP ETC

Delete the lines 5 to 9 of Para 1 of condition 24 of IAFW-2249. General Conditions ofcontracts reading “In the event of area of land allotted to him” and lieu insert as under: -

“The contractor shall be allotted free of charge the area as marked on the site plan/layoutplan for the purpose of storage of materials, erection of temporary workshop, stores, etc.

No defence land is available for accommodation of labour for which the contractor shallmake his own arrangement at his own expense”.

9.0 BLASTING: Blasting is prohibited.

10.1 WATER SUPPLY:10.1 Contractor to make his own arrangement for water during construction

11.0 ELECTRIC SUPPLY.

11.1 Electricity will be supplied by Station Headquarter, Dehu Road Cantt, Pune on payment. It ishowever, optional for the contractor to buy it from Station Headquarter, Dehu Road Cantt,Pune or make his own management at his own cost. In the event of contractor deciding tobuy it from Station Headquarter, Dehu Road Cantt, Pune, he shall be charged for itsconsumption at a uniform rate of Rs. 12/- per unit for lighting as well as for power. Thecondition given in succeeding sub paras, shall be applicable for electric supply by StationHeadquarter, Dehu Road Cantt, Pune.

11.2 Electric supply shall be made available by Station Headquarter, Dehu Road Cantt, Pune atthe Point(s) tentatively marked on site plan/decided by Station Headquarter, Dehu RoadCantt, Pune. However the exact location of the electric point(s) shall be shown by the StationHeadquarter, Dehu Road Cantt, Pune.

11.3 The main switch and KWH meter to register the power supplied shall be provided andinstalled by Station Headquarter, Dehu Road Cantt, Pune. Contractor shall provide allnecessary connections/ cable fittings etc, from the main switch & meter, in order to ensureproper and suitable supply of electricity for execution of work.

11.4 The Station Headquarter, Dehu Road Cantt, Pune do not guarantee for the continuity ofsupply and no compensation whatsoever shall be allowed for supply becoming intermittentor for break down in the system.

11.5 Station Headquarter, Dehu Road Cantt, Pune or his representative shall be free to inspect allthe power consuming devices. Any electric line provided by the contractor, which is not tothe satisfaction of the Station Headquarter, Dehu Road Cantt, Pune as confirming to IE rulesshall be disconnected from the supply, if so directed by him.

11.6 It is the responsibility of contractor to maintain the unit power of electric supply. For thiscontractor shall provide capacitor of appropriate capacity to each connection for installationof his construction equipment.

12.1 CO-OPERATION WITH OTHER AGENCIES:12.2 Refer condition 37 of IAFW-2249. The contractor shall permit free access and generally

afford reasonable facilities to other agencies and departmental workmen engaged by theGovt. to carry out their part of the work if any, under separate arrangements. The contractoris expected to have general procedural knowledge of local metro politan/municipal rules ofconstruction.

13.0 MATERIALS:

13.1 Refer condition 10 of IAFW-2249.

13.2 Items conforming to Indian Standard Specifications shall be accepted only when ISI markedmaterials are not manufactured. Materials, which are superior to IS specifications, may beused without any extra cost to Government. However before incorporating suchmaterials/items, the contractor shall produce necessary test certificates as required by theStation Headquarter, Dehu Road Cantt, Pune.

13.3 Indian standard of the year of publication (Edition) as referred to in the MES Schedule shallbe followed. Where any IS referred has been amended, or revised or superseded, thecontractor shall follow amended/revised/superseded provisions as applicable on the date ofreceipt of tender.

13.4 A list of items/articles which are having IS certification mark and are readily available is givenbelow. It is mandatory that IS certified/ marked items/articles as listed below only areincorporated in the works. (For items which are applicable to this tender).(a) Integral water proofing compound.

(b) Joinery

(i) Solid core of wooden flush door shutters.

(ii) Particle board panel inserts of factory made paneled shutters.

(c) Builders Hardware

(i) Steel Butt Hinges.

(ii) Ferrous Tower Bolts

(iii) Non- Ferrous Tower Bolts.

(iv) Door handles (Non ferrous)

(v) Parliament Hinges, Ferrous

(vi) Continuous Piano hinges

(vii) Non-ferrous Metal Sliding Door Bolts

(viii) Tee and Strip Hinges

(ix) Mild steel sliding Door Bolts

(d) Ceiling and Lining

(i) Ply wood for general purposes

(ii) Block board

(iii) Veneered/decorative ply wood

(iv) Fibre Hard board

(e) Flooring. White Port land cement.

(f) Water supply plumbing, drains and sanitary appliances

(i) Concrete pipes with or without reinforcement.

(ii) Salt Glazed stone ware pipe and fittings

(iii) Flushing Cistern for water closets and urinals other than plastic.

(iv) Cast copper alloy screwed down pipe tap and stop valve for waterservices

(v) Galvanized mild steel tubes, stop cock, bib cock.

(vi) Sand-cast CI spigot and socket soil, waste and ventilation pipes fittingsand accessories.

(vii) Centrifugally cast (spun) CI spigot and socket soil, waste and ventilationpipes, fittings and accessories.

(viii) Ball valves (Horizontal plunger type) including floats for water supplypurposes.

(ix) Cast iron manhole covers and frames.

(x) Vitreous China sanitary appliances.

(aa) Wash down water closets.

(ab) Squatting pans.

(ac) Wash Basins.

(ad) Foot Rests.

(xi) Plastic Wc seats and covers.

(xii) Pillars taps.

(xiii) HDPE water tanks

(xiv) PVC flushing cistern.

(xv) GI fittings.

(g) ELECTRICAL WORKS

(i) Ceiling rose.

(ii) Switches & wire.

(iii) Socket outlet 3 pin plug and socket.

(iv) Switch fuses (Main & Switch)

(v) Rigid steel conduit.

(vi) Single core polythene insulated and PVC sheathed cable.

(vii) Starter for tube light.

(viii) Fluorescent lamps.

(ix) Aluminium stranded conductor.

13.5 A list of items/ articles commonly available in market and which are superior to ISI markeditems is given below:-

(items which are not applicable/ required in this contract shall be deemed to have beendeleted).

1. Glazed earthenware tiles.

2. AC Sheets.

3. AC rain water pipes.

4. Paint synthetic Enamel.

5. Distempers (Oil emulsion and dry type).

6. Bath room chromium plated cast copper alloy, fancy type, bib taps, stop valves& Pillar taps.

14.1 NETWORK ANALYSIS

14.2 The time and progress chart to be prepared as per condition 11 of IAFW-2249 (GeneralConditions of Contracts) shall consist of detailed network analysis and a time schedule. Thecritical path network will be drawn jointly by the Station Headquarter, Dehu Road Cantt,Pune and contractor soon after but before the date of commencement as per work orderNo.1. The time scheduling of the activities will be done by the contractor so as to finish thework within the stipulated time. On completion of the time schedule a firm calendar dateschedule will be prepared and submitted by the contractor to Station Headquarter, DehuRoad Cantt, Pune who will approve it after the scrutiny. The calendar date schedule will besubmitted in four copies within two weeks from date of handing over site.

14.2 During the currency of the work the contractor is expected to adhere to the time scheduleand this adherence will be a part of the contractor’s performance under the contract. Duringthe execution of the work the contractor is expected to participate in the review andupdating of the network as and when called for by the Station Headquarter, Dehu RoadCantt, Pune. These reviews may be undertaken at the discretion of Station Headquarter,Dehu Road Cantt, Pune either as a periodical appraisal measure of when the quantum ofwork ordered on the contractor is substantially changed through deviation orders oramendments. Any revision of time schedule as a result of the review will be submitted bythe contractor to the Station Headquarter, Dehu Road Cantt, Pune for his approval after duescrutiny.

14.3 The contractor will adhere to the revised schedule thereafter. In case of contractordisagreeing with a revised time schedule, the same will be referred to the Accepting officerwhose decisions shall be final, conclusive and binding. Station Headquarter, Dehu RoadCantt, Pune’s approval to the revised schedule resulting in a completion date beyond thestipulated date of completion shall not automatically amount to grant of extension of time.Extension of time shall be considered and decided by the appropriate authority mentionedin condition 11 of IAFW-2249 and separately regulated under the existing rules and Acts.

14.4 The contractor shall mobilize and employ sufficient resources to achieve the detailedschedule within the broad framework of the accepted methods of working and safety. Noadditional payment will be made to the contractor for any multiple shift work or otherincentive method of achieving the target dates.

16.0 VALIDITY OF TENDER:

This tender shall remain open for acceptance for a period of SIXTY DAYS from the date onwhich the tenders are due to be submitted (i.e closing date of cover 1&2 of Tender) (For thepurpose of calculating the period the day on which the tenders are due to be submitted,shall be excluded.)

17.0 VALUATION OF DEVIATION:

Condition 62 of General conditions of contract shall be referred.

18.0 OFFICIAL SECRET ACT:

Refer to condition 2-A of General conditions of contract IAFW-2249 (1989 Print). Thecontractor shall be bound by the Indian official Secret Act 1923 and particularly section 5thereof.

19.0 CONTRACTORS PLANTS/EQUIPMENT AT SITE:

The contractor along with his labour shall furnish to the Accepting Officer or his repeverymorning distribution return of plants/equipment’s on the site of work stating full particulars,capacity, make etc.

20.0 DAMAGE TO EXISTING WORK:

Any damage done to any existing structures underground cables pipe line road surfaces,drains and fixture etc during execution of work shall be made good by the contractor at hisown expenses. Rectification, reinstatement, replacement, making good and touching upshall be carried out according to the materials and workmanship originally provided and toentire satisfaction of the Station Headquarter, Dehu Road Cantt, Pune.

21.0 PRODUCTION OF VOUCHERS FOR MATERIALS:

Contractor shall produce original purchase vouchers/Bills from the manufacturers and oftheir authorized agents for the full quantity of the following materials as applicable as a pre-requisite document before submitting claims for payment for advance on account of the

work done and or materials collected in accordance with conditions 64 of IAFW-2249General conditions of contracts.

(a) Factory made panel/flush shutters (b) Pressed steel door frame.

(c) Galvalume Plain/corrugated sheet (d) Paint

(e) Chequered Tiles / PCC paver block (f) Cement

(g) Steel (h) PGI Sheet

(j) Cement base paint (k) Electrical cables/wire/fittings/fixtures

(l) PVC frame and shutter (m) Glazed/ceramic tiles

(n) PVC (SWR) pipe (o) Water proofing compound

(p) CGI/PGI sheet (q) Oil bond distemper

(r) Sanitary fittings (s) Plastic emulsion

(t) Bathroom fittings

22. RELEASE OF ADDITIONAL SECURITY DEPOSIT:

22.1 Additional security when deposited by the contractor as per clause 22 of the IAFW-2249shall be released in two stages as under: -

(a) 50% of the additional security deposit shall be released on payment of final billprovided there are no claims outstanding against the contractor in respect of the contract inwhich the additional security deposit is lodged and final bill is not minus. In the event ofdepartment’s claim against the contractor becoming and or the final bill under condition 66of IAFW 2249 becoming minus, the amount of the security deposit shall be adjusted againstthe claim due to Government and balance amount if any will be released to the contractor.

(b) Balance 50% of the additional security deposit will be released to the contractorafter expiry of defects liability period as per conditions 68 of IAFW-2249, provided thecontractor shall first have rendered a No Demand Certificate (IAFW-451).

(c) In order to implement the above procedure the contractor is advised to deposit theadditional security in two equal part so as to facilitate its release.

(d) The above clause is not applicable for release of earnest money/ security depositlodged by a contractor who has not executed the security bond with the department.

24.0 ACCEPTABLE QUALITY OF WORK AND FINISHES.

To determine the acceptable standard of workmanship, in addition to the SampleBlock, the Station Headquarter, Dehu Road Cantt, Pune may order the contractor to executecertain typical portion of works and services such as some length of wall, portion of differenttype of floors, plaster, pointing, painting any other finished/items, sanitary fittings,plumbing, electrical fittings etc under strict and constant supervision of Station Headquarter,Dehu Road Cantt, Pune staff and label these works as guiding samples so that further worksshall be executed to conform these samples.

25.0 WATCH, WARD AND LIGHTING:

25.1 The contractor shall provide and maintain all necessary watch and ward/ lightingarrangements to keep the traffic off the trenches Necessary boards and sign posts shall beprovided and set up to the entire satisfaction of the Accepting Officer or his rep.

25.2 The contractor shall reimburse the loss to the Accepting Officer on account of any damagethat may occur on this account.

26.0 PRECAUTION AGAINST RISKS:

26.1 The contractor shall be responsible at his own expense in taking precaution to prevent anydamage from whatsoever cause arising other than the accepted risk and to minimise theamount of any such loss or damage and for adoption of necessary protective meansrequired for the purpose in compliance with condition 38 of IAFW-2249 and rule 5 of MESsafety code annexure ‘B’ of IAFW-2249 until the work have been handed over dulycompleted to the Station Headquarter, Dehu Road Cantt, Pune.

27.0 CLEAN DOWN:

27.1 Refer condition 4 of IAFW-2249 General Conditions of Contracts. The contractor shall clearall floors, walls, remove cement, lime, paint mark, drops, etc clean the joinery glass panesets, touch up all painting works and carryout all the necessary items of work in connectiontherewith to leave the whole premises clean and tidy before handing over the building.

28.0 APPROACHES

The contractor shall provide at his own all-temporary approaches to the site (where notexisting) for the use of his labour and transport.

29.0 SECURITY OF CLASSIFIED DOCUMENTS

Contractor’s special attention is drawn to condition 2-A and 3 of IAFW-2249 (GeneralConditions of Contracts). The contractor shall not communicate any classified informationregarding the works, either to sub-contractor or others, without the prior approval of theStation Headquarter, Dehu Road Cantt, Pune. The contractor shall also not make copies ofthe design/drawings and other documents furnished to him in respect of the work and heshall return all documents on completion of the work or earlier determination of thecontract. The contractor shall along with the final bill attach a receipt from the Engineer-incharge in confirmation of his having returned the classified documents as per condition 3 ofIAFW-2249.

30.0 CONSTRUCTION OF LABOUR WELFARE TAX

The lump sum/ unit rate quoted by the tenderer shall be deemed to include the element oftax consequent to building and construction workers (Regulation of employment andconditions of services) Welfares Act 1966.

31.0 ADJUSTMENT TAX CONSEQUENT UPON CONSTITUTION (FORTY SIXTH AMENDMENT) ACT86.

31.1 The tendered rates shall be deemed to be inclusive of all taxes & levies payable under therespective status including the sale tax imposed by the Govt. of Maharashtra consequentupon constitution (Forty Sixth) amendment Act 1986.

31.2 All the orders/notification in connection with sale tax issued up to date of receipt of tenderon account of 46th consideration by the tenderer and nothing shall be paid/ reimbursed bythe department on this account.

32. MINOR CONSTRUCTION DETAILS :

32.1 Lump sum/unit rates quoted by the contractor shall be deemed to be allow for all Minorconstruction details which are not specifically shown on drawings or given in the particularspecifications but are essential and fairly intended for the execution of work and services inworkmen like manner and sound construction. In case of difference of opinion between thecontractor and Station Headquarter, Dehu Road Cantt, Pune as to whether or not certainitem of works constitutes. Minor constructional details which is deemed to have beenincluded in the contractor’s quoted lump sum rates/unit rates, the decision of the AcceptingOfficer shall be final conclusive and binding.

33. OUT OF POCKET EXPENSES: -

Out of pocket expenses incurred by the tenderer in submitting this tender cannot bereimbursed whether the tender is accepted or not.

34 GST

The tendered rates shall be deemed to be inclusive of GST as applicable to works contractsas per Govt. statutes.

35. RE-IMBURSEMENT/REFUND ON VARIATION IN “TAXES DIRECTLY RELATED TO CONTRACTVALUE”

35.1 1 (a) The rates quoted by the Contractor shall be deemed to be inclusive of all taxes(including GST on materials, GST on works Contracts, Turnover Tax, Labour Welfare cess/ taxetc), Royalties, & other levies payable under the respective statutes. Noreimbursement/refund for variation in rates of taxes, Royalties & other levies, and / orimposition / abolition of any new/existing taxes, Royalties & other levies shall be madeexcept as provided in sub Para (b) here-in-below.

(b) (i) The taxes which are levied by Govt. at certain percentage rates of ContractSum/Amount shall be termed as “taxes directly related to Contract value” such as GST onWorks Contracts, Turnover fax, Labour Welfare cess /tax and like but excluding Income Tax.The tendered rates shall be deemed to be inclusive of all “taxes directly related to Contractvalue” with existing percentage rates as prevailing on last due date for receipt of tenders.Any increase in percentage rates of “taxes directly related to Contract value” with referenceto prevailing rates on last due date for receipt of tenders shall be reimbursed to the

Contractor and any decrease in percentage rates of “taxes directly related to Contract value”with reference to prevailing rates on last due date for receipt of tenders shall be refunded bythe Contractor to the Govt. /deducted by the Govt. from any payments due to theContractor. Similarly imposition of any new “taxes directly related to Contract value” afterthe last due date for receipt of tenders shall be reimbursed to the Contractor and abolitionof any “taxes directly related to Contract value” prevailing on last due date for receipt oftenders shall be refunded by the Contractor to the Govt. /deducted by the Govt. from thepayments due to the Contractor.

(iii) The Contractor shall, for the purpose of this condition keep such books of accountand other documents as are necessary and shall allow inspection of the same by a dulyauthorized representative of Govt, and shall further, at the request of the StationHeadquarter, Dehu Road Cantt, Pune furnish, verified in such a manner as the StationHeadquarter, Dehu Road Cantt, Pune may require, any documents so kept and such otherinformation’s as the Station Headquarter, Dehu Road Cantt, Pune may require.

(iv) Reimbursement for increase in percentage rates/imposition of “taxes directlyrelated to Contract value” shall be made only if the Contractor necessarily & properly paysadditional “taxes directly related to Contract value” to the Govt, without getting the sameadjusted against any other tax liability or without getting the same refunded from theconcerned Govt. Authority and submits documentary proof for the same as the StationHeadquarter, Dehu Road Cantt, Pune may require.



PARTICULAR SPECIFICATIONS1.0 GENERAL

1.1 Work under this contract shall be carried out in accordance with Schedule ‘A’,(BOQ),Special Conditions, Particular Specifications, including notes thereon (unless specifiedotherwise) and general rules and specifications given in MES SSR Part l –2009 as well asGeneral Rules, Special Conditions and preambles to the various rates given in MES SSRPart ll –2010 (MES SSR Part I and Part II hereinafter called MES Schedule) including PublicWorks Department, Government of Maharashtra’s State Schedule of Rates

1.2 The term ‘General Specification’ referred to hereinbefore as well as referred to in IAFW-2249 (General Conditions of Contracts) shall mean the specifications contained in theMES Schedule Part I.

1.3 General Rules, Specifications, Special Conditions, method of measurements, preambles inthe MES & PWD Schedule shall be deemed to be applicable to the work under thiscontract, unless specifically mentioned otherwise in these documents.

1.4 The term ‘as specified’, wherever appears in tender documents, relates to relevantparticular specifications and in its absence general specifications.

1.5 Particular specifications in this section given hereinafter shall be generally applicable toall works covered under Schedule A. The particular specifications are brief and are only toparticularise, amend and emphasize the specifications given in MES Schedule, which arenot repeated.

1.6 Where specifications/provisions given in these particular specifications are at variancewith the provisions/specifications given in MES Schedule, specifications/provisions givenin these particular specifications, hereinafter, shall be followed.

1.7 Where specifications for any item of work are not given in MES Schedule or in theseparticular specifications, specifications as given in relevant Indian Standard or Code ofpractice shall be followed.

1.8 The item rate quoted by the tenderer shall be deemed to include for any minor details ofconstructions which are obviously and fairly intended which may not have been includedin this documents but which are essential for the execution and entire completion of thework. The decision of the Accepting Officer whether or not any minor details ofconstruction are obviously and fairly intended are included in the contract shall be finaland binding on the contractor.

1.9 There will be number of agencies working at site and the contractor shall worksimultaneously without affecting progress of other agencies.

1.10 Before starting the works, the contractors shall produce to the Station Headquarter,Dehu Road Cantt, Pune, samples of all materials to be incorporated in the work underthese contract, for his approval and such approved types, makes and quality of materialsshall be retained by the Station Headquarter, Dehu Road Cantt, Pune duly signed thereonby both the Station Headquarter, Dehu Road Cantt, Pune and the contractor till the

completion and final acceptance of the work. Once the sample of materials is approvedthe same make and type shall be incorporated throughout the work.

2.0 SCOPE OF WORK2.1 The scope of work under this contract shall be comprises of “PROVIDING FAST TRACK

ENGINEERING, PROCUREMENT AND CONSTRUCTION (EPC) WORKS SERVICES FORREPAIRS & RENOVATION TO EXISTING BUILDINGS OF ARMY LAW COLLEGE, KANHE,TALUKA MAVAL, DISTRICT PUNE” and as described in BOQ and as specified hereinafter.

3.0 MATERIALS

3.1 All materials to be supplied by the contractor for incorporation in work shall bearcertification of relevant specifications/ISI marked/ conforming to IS.

3.2 In case specification of materials needed for incorporation is not contained anywhere inthe contract documents, the specification of such materials proposed to be incorporatedin the work shall be got approved in writing from the Station Headquarter, Dehu RoadCantt, Pune before incorporation in the work. Contractor is advised to check availability,lead, time of procurement from these suppliers before quoting the offer.

3.3 All manufactured articles other than those manufactured in contractor’s workshop at siteshall bear ISI certification mark and which are readily available in the market and aregiven in Special Condition. It is mandatory for the contractor that ISI certified markeditems/articles as listed therein shall only be incorporated in the work. Names ofmanufactures/suppliers of certain items/materials are given in Appendix ‘B’. TheContractor is advised to check availability, lead, time of procurement from these suppliersbefore quoting.

3.4 Local materials such as stone aggregate, sand, lime etc shall generally conform to thesample kept in Station Headquarter, Dehu Road Cantt, Pune’s office in addition to theirconformity with relevant specifications given in the tender documents. The samples ofsuch materials shall be got approved from Station Headquarter, Dehu Road Cantt, Pune inwriting before the materials are brought at site in bulk. The contractor shall submitsamples of materials to Station Headquarter, Dehu Road Cantt, Pune through AcceptingOfficer or his repfor approval.

3.5 Letters conveying approval of samples/materials by Station Headquarter, Dehu RoadCantt, Pune will interalia mention source of supply/name of manufacturer, tradename/brand (if applicable) and reference to clause of the tender documents containingspecification of particular materials.

3.6 The contractor will ensure that the materials incorporated in the work are identical withthe approved samples. If the same is not identical with the approved samples, the sameshall be replaced by the contractor to the entire satisfaction of Station Headquarter,Dehu Road Cantt, Pune without any extra cost to employer

4 & 5 BLANK

6.0 CONCRETE

6.1 MATERIALS

6.1.1 CEMENT : Cement shall be ordinary Portland cement all as specified in Appendix ‘A’ toparticular specifications and shall be procured by contractor.

6.1.2 AGGREGATE(a) Coarse aggregate for all cement concrete works shall be broken/crushed trap

stone conforming to clause 4.4 of SSR Part-I.

(b) Fine aggregate for all concrete works shall be naturally occurring river sandconforming to clause 4.4 of SSR Part-I. Sand conforming to grading Zone IV of IS-383 shall not be used for RCC work.

(c) Fine aggregate (sand) shall be stored at site in bins or in dumps on brick platformor by using other approved method so as to avoid contamination and risk ofshoveling earth or other impurities along with it while in use.

d) All coarse and fine aggregates shall conform to samples kept in the office of theStation Headquarter, Dehu Road Cantt, Pune.

6.1.3 CEMENT CONCRETE MIX: As specified, types of cement concrete mix required shall be asspecified in various items of schedule ‘A’.

6.1.4. STRENGTH OF CONCRETE: Sampling and testing of concrete cubes shall be carried out in alaboratory approved by Station Headquarter, Dehu Road Cantt, Pune as laid down in IS 155.Contractor shall supply free of cost concrete cubes for testing as per IS 455 to StationHeadquarter, Dehu Road Cantt, Pune. The cost of testing charges including transportationof cubes shall be borne by the contractor. The contractor shall supply minimum six cubes persamples of 15cm x 15cmx15cm each for the purpose of test as demanded by StationHeadquarter, Dehu Road Cantt, Pune. The Station Headquarter, Dehu Road Cantt, Pune maydemand test cubes any number of times during the execution of work for the purpose oftest.

6.1.5 CENTERING AND FORM WORK: Provide steel spans, props, bracing of sufficient strengthsuch as Acro Spans from ACRO INDIA LIMITED, MUMBAI or similar as approved by StationHeadquarter, Dehu Road Cantt, Pune. Use of conventional wooden ballies and struts is notacceptable. Formwork shall be steel or ply wood of timber of adequate strength. Wherethe concrete surface is to be finished fair, timber formwork shall be lined with plywood/steel plates. Contractor may make use of steel forms without extra cost to employer.For other concrete surfaces formwork shall be clean sawn.

6.1.6 HOLES/CHASES IN CONCRETE: Leave or form holes/chases in concrete and RCC where andas directed by the Accepting Officer or his repand make good in cement mortar (1:3).Where holes , pipes , conduits, wooden, plug etc shown on drawings/directed are to beembedded in concrete or RCC for fixing joinery frames, fitting etc , the same shall beembedded and left in positions while casting concrete as directed by the Accepting Officer orhis rep and specified in clause 4.15 of SSR part-I.

6.1.7 FINISH TO CONCRETE SURFACE: Finish to exposed surfaces of all concrete work shall be asspecified in SSR part-I clause 4.11.16.2(b). Transporting, depositing & compacting generallyshall be carried out as specified in clause 4.11.9 to 4.11.11 of SSR part-I.

7.00 PRECAST CEMENT CONCRETE SOLID BLOCK : Solid block masonry shall be in PCC (Designmix) solid block of Gde C-4 and C-5 masonry all as specified herein after.

7.1 MATERIAL

(a) Cement : Cement shall be ordinary Portland Cement grade 43. As specified in Appx ‘A’ toParticular Specification

(b)Fly Ash : Fly ash conforming to IS 3812 (Part 2) may be used (optional) for partreplacement of fine aggregate upto 20 percent by weight.

(c) Aggregates

(i) The aggregates used in the manufacture of blocks shall be clean and free fromdeleterious matter and shall conform to the requirement of IS 383.

(ii) The grading of the combined aggregates shall conform as near as possible to therequirements indicated in IS 383 for 20mm nominal size all-in-aggregates.

7.2 The blocks shall conform to IS-2185 (Part - I) 2005

7.3 The blocks shall be of the following grades:

(a) Solid blocks shall be of grade C4 and C5. Generally, 200mm wide and 300 mm widesolid blocks shall be of grade C5 and 100 mm solid blocks shall be of grade C4.

7.4 DIMENSIONS AND TOLERANCE

The nominal dimensions of concrete solid blocks shall be:-

300 mm x 100 mm x 150 mm for 10 cm thick walls.

300 mm x 200 mm x 150 mm for 20 cm thick walls and

300 mm x 300 mm x 150 mm for 30 cm thick walls.

The nominal dimensions of the units are designed to cover the thickness of mortar jointssothat they produce wall length which will conform to principle of modular co-ordination.Themaximum variation in the length of units shall not be more than 5 mm and maximumvariation in height and width of unit shall not be more than 3 mm. Sizes other thanspecified above may also be used with the approval of Station Headquarter, Dehu RoadCantt, Pune without any price adjustment.

7.6 LABORATORY DESIGN MIX CONCRETE FOR BLOCKS

As soon as possible after receiving the order to commence the work, contractor shallprocure sufficient quantities of required grading and type of combined aggregates (20mmnominal size all-in-aggregates as indicated in IS 383) and fly ash optional. The concretemix used for block shall not be leaner than one part by volume of cement to 12 parts by

volume of combined aggregates. Trial mix(s) shall be carried out in laboratory todetermine optimum mix to produce 28 days specified average compressive strength.Block density, water absorption, drying shrinkage and moisture movement are otherdesign parameters to finalise trial mix. The trials shall be jointly carried out in the sitelaboratory established by the Contractor or in the laboratories as mentioned in PS Clausehere-in-before for Design Mix Concrete.

7.7 Cost of materials, labour, transportation, other incidental charges including that fordesign mix and routine tests for each consignment of 5000 blocks as specified here-in-after shall be borne by the contractor. However, departmental laboratory facilities whereavailable will be extended with the charges. Following data and results thereon shall besubmitted by the Contractor to the Station Headquarter, Dehu Road Cantt, Pune forapproval of the mix design prior to casting of PCC masonry blocks :-

(a) Grading for 20mm nominal size all-in-aggregates.

(b) Use of fly ash if any (optional) for Part replacement of fine aggregates upto 20percent by weight.

(c) 28 days average compressive strength (three test blocks) of the blocks.

(d) Trial mix proportion of constituents viz aggregate, fly ash, cement, water arrivedon weight basis and converted into volume mix in the laboratory to fulfill designcriteria viz compressive strength, block density, water absorption, dryingshrinkage and moisture movement as specified in IS 2185 (Part-I/2005).

7.8 QUANTITY OF CEMENT FOR INCORPORATION IN THE WORK

Minimum cement contents for C-5 solid blocks and for C-4 solid block shall be 161 Kg percubic metre and 155 Kg per cubic metre respectively. No price adjustment shall be madeon account of variation in actual cement contents for design mix approved in case sameexceeds minimum cement contents mentioned above. However, if cement content as peractual mix design works out lower than minimum cement contents as indicated above,contractors shall provide minimum cement content as indicated above and nothing extrashall be payable on this account. The contractor shall be responsible for the use ofrequisite quantity of cement to achieve quality and strength of the block as per variousprovisions mentioned in IS 2185 (Part-I) – 2005. The contractor is deemed to haveverified and obtained details applicable to this effect at a particular station beforequoting tender and no claim whatsoever shall be entertained on account of variation inquantity of ingredients of concrete mix for the PCC block.

7.9 MIXING - Concrete for PCC block on volumetric basis derived from the approved designmix arrived on weight basis shall be mixed in mechanical mixer.

7.10 MOULDING OF BLOCKS : The blocks shall be manufactured with vibratory Mouldingmachines. Appropriate consistency of concrete shall be used to enable demoulding ofthe blocks immediately after casting. Contractor may use Block Maker/Block Master

manufactured by M/S RAZON ENGINEERING CO PVT LTD, PUNE or any equivalent makeas approved by the Station Headquarter, Dehu Road Cantt, Pune price adjustment.

7.11 SURFACE FINISH : The blocks shall have sufficiently rough surface to afford a good keyto the plaster and joints.

7.12 CURING :The hardened blocks shall be cured in a water tank in curing yard and shall be keptcontinuously moist for 14 days. The curing water tank/yard must therefore be ofadequate capacity / size. Curing shall be done as per IS-2185 (Part-I) 2005.

7.13 DRYING :After curing, the blocks shall be dried for a period of 4 weeks before being used in thework. The blocks shall be allowed to complete their initial shrinkage before they are laidin wall.

7.14 SAMPLING :The required 20 numbers of hollow blocks and solid blocks for testing shall be taken fromevery consignment of 5000 blocks. The blocks shall be picked up at random from a stackof particular batch. The sample of blocks shall be marked for future identification andbatch it represents. The blocks shall be kept under cover and protected from extremeconditions of temperature, relative humidity and wind until they are put to test. The testshall be under taken as far as practicable immediately after the sample has been taken.

7.15 TESTING:Following routine tests for each consignment of 5000 blocks shall be carried out inaccordance with IS-2185 (Part-I).

(a) Compressive strength.

(b) Block density.

(c) Water absorption.

(d) Drying shrinkage

(e) Moisture movement

7.16 All the above tests shall be carried out as described in appendices of IS-2185 (Part - I)2005. The test shall be carried out either in site laboratory or in command laboratory orin any Govt approved laboratory such as Govt. Engg. College. The cost of testing shall beborne by the contractor. The charges for testing shall be as indicated in Appendix ‘D’. Incase the testing is conducted in site laboratory set by the contractor, the recoverytowards testing charges shall not be effected. However 5% of the total tests shall becarried out in an approved independent lab/command lab.

7.17 A record of ‘Concrete pour’ for blocks and number of block casted/incorporated, testedshall be jointly maintained to assess the quantity of cement utilised. The contractor shallbear cost of blocks, preparation of blocks and their curing, transportation and handling

complete. For tests mentioned above in all 20 Nos. of hollow blocks and 20 Nos of solidblocks are required for every consignment of 5000 blocks or part thereof from the samesize of same batch.

7.18 MEASUREMENT OF BLOCK WALLINGThickness of wall shall be measured in multiples of 100 mm. The height of the wall shallbe inclusive of the PCC filling.

8. WOOD WORK

8.1 MATERIAL AND WORKMANSHIP

8.1.1 Unless otherwise specified timber for all wood work shall be Ist class hard wood (teak)conforming to the samples approved by Station Headquarter, Dehu Road Cantt, Pune. Also clauseNo 7.6 and 7.7 of SSR part-I shall be referred for seasoning and treatment; however, the woodshould not be wet. All wrought surfaces wherever specified shall be finished smooth with sandpaper.

8.1.2 Boards, planks and scantlings shall be straight, square, sawn, planed true and smooth to thedimensions shown on drawings/as directed.

8.1.3 The boarding/planking shall be in one length and no joints shall be permitted length wise.

8.1.4 Where width of boarding/planking shown on drawings/specified does not exceed 20cms, itshould be in one width, where the overall width of planking shown on drawings exceeds 20cms andis a multiple of 20cms, it should be made of 20cm wide planks.

8.1.5 Where the overall width of planking is more than 20cm it is not in multiple of 20cms, itshould made of planks of equal widths using maximum possible width of planks.

8.2 PRESERVATION OF TIMBER8.2.1 Preservative anti termite treatment shall be carried out to all woodwork beforeincorporation in the work and fabricated by the contractor at site. Factory made ply wood boardsare to be treated with approved chemical at site.

8.2.2 Chemical used for antitermite treatment to wood work and joinery fabricated at site shall becopper napthalinate or any other chemical as specified in IS 401 and applied in any one of themanners as specified in IS 401.

8.3 FIXING AND JOINTING

8.3.1 Unless otherwise specified hereinafter in particular specifications, all joints in wood shall beframed to fit fully and truly without wedging, filling or making up. Nailing is not permitted,bamboo pins shall be used, however, for joints of round wooden components and for members20mm or less in thickness steel wire pins be used instead of bamboo pins.

8.3.2 All framed joints, mortise, tenon, tongues, grooves, rebating, dowelling, wedging, pluggingetc shall be executed as indicated on drawings/ as specified in Schedule ‘A’ item and in the bestworkmanship and as per standard practice. Where the drawings/schedule ‘A’ do not specify

details of any kind the type of the joints to be provided shall be as decided by the StationHeadquarter, Dehu Road Cantt, Pune, where decision in this respect shall be final and binding.

8.3.3 The joints are to be made with bamboo pins and glue. The glue shall however be used toensure that all member forming a joint are put in correct position before the joint is firmly madewith bamboo pins. However, glue shall not be used in charpoys joints.

8.3.4 Joints of samples will not be glued until passed by the Station Headquarter, Dehu RoadCantt, Pune.

8.4. PRELAMINATED PARTICLE BOARDS:

8.4.1 Prelaminated particle board where mentioned in Sch ‘A’ /BOQ, shall be three layeredmedium density exterior grade particle board bonded with phenol formaldehyde synthetic resinadhesive with melamine finish conforming to IS-3087 and IS-12823 type 1. Color Shade, tint anddesign of the lamination shall be as approved by the Station Headquarter, Dehu Road Cantt, Pune.Thickness of the board shall be as mentioned in Sch ‘A/BOQ’.

8.5. PLYWOOD8.5.1 Plywood BWR grade shall be brand Duroply, Greenply, Kitply, Anchor, Century, Bhutan,

ASIS.

8.5.2 Thickness of plywood and number of ply shall be as shown on drawings, where, however nothickness is mentioned on drawings, it shall be 5 ply 6 mm thick. Plywood shall be in onepiece and no jointing is permitted.

8.5.3 Where shown on specified in particular specification the plywood for decorative purposesshall be teak finished on one side only (conforming to IS-1328 of 1982). The grains of veneerportioin shall be lengthwise for tops and height wise for sides.

NOTE: Any of the species of timber mentioned under Class I of Appendix in IS-303 will bepermitted to use.

8.6. IRON MONGERY FITTING

Provide iron mongery of brass/chromium plated finish/mild steel/aluminium anodised asshown in BOQ.The articles of iron mongery shall first be got approved from the StationHeadquarter, Dehu Road Cantt, Pune before incorporation in the work. Where the size ofthe article has not been mentioned on the drawing or in particular specification it shall be asordered by Accepting Officer.

8.7 STAINLESS STEEL WIRE CLOTH: Wherever indicated in Sch A/BOQ, stainless steel wire clothshall be having 0.36mm nominal dia of wire and 1.18mm average width of aperture.

8.7. SECOND CLASS HARD WOOD, FILLETS AND BATTENS. Second class hard wood, fillets andbattens as all described in Sch ‘A’/BOQ and as specified in Section No 7 (wood work) of SSRPart – I.

8.8 Flush Door Shutter

8.8.1 Provide flush door shutter all as indicated in BOQ and all as specified therein and in clause No8.25 of SSR Part –I

8.9 PANELLED/GAUZED/GLAZED DOOR SHUTTERS

8.9.1 Timber panelled/gauzed/glazed door shutters shall be factory made & shall be provided tothe overall sizes as mentioned in SSR Part-I and to the specifications generally conforming to IS-1003.

8.9.2 The timber for manufacture of styles and rail / panelled shutters shall be of Class `C’ oftable-I of IS- 1003 Part-I, non- coniferous timber other than teak. The species of timber choosen forstyles and rails by the manufacturers shall have criteria of strength, coefficient. Weight, durability,workability drying class and %age shrinkage not less than mango timber, as given in group II ofAnnexure C of IS–12896-1990 )

8.9.3 Tenderers are advised to note that the criteria’s given in clause 7.4.2, 7.7.3 of SSR Part I shallalso be adhered to for this species of timber used. It shall be ensured that the timbers are kilnseasoned and ASCU treated. ASCU treatment shall be vacuum pressure treatment conforming to IS-401. Each styles and rails shall be of the same species and sizes indicated in the drg. and each shallbe out of one piece of timber only.

8.9.4 9mm thick plywood panel inserts (5/7 Ply) shall be of BWP grade bonded with phenolformaldehyde synthetic resin adhesive type conforming to IS-710. The plywood shall be with ISImark.8.9.5 12 mm thick panel inserts shall be flat pressed three layered veneered particle board(commercial veneer) with BWR grade synthetic resin adhesive exterior grade conforming to IS-3097with ISI mark.

8.9.6 All members of the Panelled shutter shall be straight without any warp or bow and shallhave smooth well-planed faces at right angles to each other. The contact surface of tennon andmortise joints shall be treated before putting together with synthetic resin adhesive conforming toIS-351 suitable for construction work in wood.

8.9.7 Panelled/gauzed/glazed shutters shall be obtained from any of the approved manufacturerslisted in Appendix ‘C’.

8.9.8 However it shall be the responsibility of the contractor to ensure that the shutters comply inall respects with the contract specifications.

9. BUILDERS HARDWARE (IRON MONGERY)

9.1 Butt hinges shall be of stainless steel and cold rolled mild steel medium weight (with mildsteel wire hinges pins) and shall be of bright finish with smooth surfaces. These shall be all as per

clause 9.7 of SSR Part I, 2009.

9.2 All other articles and fittings of builder’s Hardware unless mentioned otherwise in Schedule‘A’ shall be extruded sections, aluminium anodized white and fixed with steel cadmium plated

screws, thickness of anodizing shall not be less than 15 microns.

9.3 The type /pattern and size of aluminium anodized shall be as follows :-

9.3.1 Aldrop bolts (sliding door bolt) shall be provided to doors. These shall be with hasp andstaples (bolt type) and fixing clips etc. complete and shall conform to

IS-2681. Aldrop bolts shall be fixed with nuts and bolts only. These shall be all as per clause9.5.2 and 9.5.2.1 of SSR Part I, 2009.

9.3.2 Handles shall be provided as indicated in Sch ‘A’ and these shall be all as per clause 9.11(f)and 9.11.1 of SSR Part-I, 2009.

9.3.3 Barrel tower bolts shall be provided with 10mm dia bolt up to 125mm size and12mm dia bolt for 150mm size and above. These shall be all as per clause 9.3 of SSR Part-

I, 2009.

9.3.4 Gate & shutter hooks and eyes shall be provided as indicated in Sch ‘A’ and shall be all asper clause 9.18 (c) of SSR Part- I, 2009.

9.3.5 Floor door stopper shall be provided as indicated in Sch ‘A’ and shall be all as per clause9.15, 9.15.1 and 9.15.2 of SSR Part-I, 2009.

9.3.6 Screws for all fittings shall match the fittings in both in material and finish. Screws foranodized fitting shall be of cadmium plated steel.

9.3.7 All aluminium fittings shall be of ISI marked and as approved be Station Headquarter, DehuRoad Cantt, Pune.

9.3.8 Make of builder’s hardware shall be any one of the following:-(a) M/s Shalimar Hardware.

(b) M/s Hansons Trading Enterprises (P) Ltd.

(c) M/s Shri Laxmi Industries (P) Ltd.

10.0 PVC DOOR SHUTTER & DOOR FRAMES

10.1 Provide PVC door shutter & door frames all as indicated in BOQ and all as specified thereinand in clause No 8.34.2 & 8.34.3 of SSR Part –I

11. STEEL AND IRON WORK

11.1 Grade and Quality

Steel supplied by the contractor shall conform to the following grades and quality:-

(a) Steel for concrete reinforcement

Irrespective of what is indicated/shown on drawing reinforcement bars shall be HighStrength deformed Steel Bars produced by Thermo Mechanical Treatment process (TMTsteel bars of grade Fe 500) meeting all the requirements of IS 1786.

(b) Structural Steel

(i) Structural Steel of Standard Quality shall conform to IS-2062 and Grade E250 (Fe410 W quality ‘B’). This type of steel shall be provided for all structural steel worksin the locations mentioned in clause 10.4.1 of MES Schedule Part-I.

(ii) Structural Steel “Ordinary Quality” shall be used in guard bars, grills and likeand shall conform to E 165 (Fe 290). This type of steel shall be provided in thelocations specified in clause 10.4.2 of MES Schedule Part- I.

(c) Hard drawn steel wire fabric for concrete reinforcement / Fabric reinforcementshall conform to IS-1566.

(d) Galvanized steel sheets (Plain and Corrugated), shall conform to IS-277 and havingminimum zinc coating of 120 gm per Sqm, Gde. ‘B’ corrugation.

Note. Any items of steel specified in clause No. 8.1.1 (a) to (d) above not conforming to grade andquality shall be rejected and the rejected steel items under the particular consignment shall

be removed from the site by the Contractor at his own cost within 7 (Seven) days. Thecontractor will have no claim whatsoever on this account.

11.2 SOURCE OF PROCUREMENTS:

(a)The contractor shall procure all the steel directly from the main producer/ manufacturernamely:-

(i) SAIL (ii) RINL (iii) TISCO

(iv) TATA (v) M/s Jindal Steel and Power Ltd (TMT)

(xiii) M/s JSW Steel Ltd, Karnataka

However, in case of non-availability of structural steel with main producers as listed above(non-availability certificate signed by authorized representative of main producers),structural steel can be procured from approved secondary producers with a reduction of 5%(Five percent) of the accepted rate of structural steel.

(b) Nonstructural steel as for guard bars, hold fast, railing, grill, chowkhat etc galvanizedsteel sheets and the structural steel where total requirement under the contract is less than5.00 tonnes may be procured from authorized dealers of main producers after obtainingpermission of the Accepting Officer in writing.

(c) The contractor shall produce original vouchers from main manufacturer’s andsecondary producers in case of structural steel when allowed due to non-availability withmain producer for the total quantity of steel supplied, under each consignment and to beincorporated in the work. The original vouchers shall be kept on record of the StationHeadquarter, Dehu Road Cantt, Pune duly defaced by Accepting Officer or his repandauthenticated.

(d) Steel sections for railing, gates (other than Hanger gates), fencing, guard bars, grills,steel chowkhats hold fasts etc which don’t constitute structural members can be procuredfrom main producers, secondary producers/BIS marked manufacturers or their authorized

dealers without any minus price adjustment. Tests will not be insisted upon for such steelsections.

(e)The galvanized iron sheets and fabric reinforcement for concrete to be supplied by thecontractors shall be ISI marked and shall be procured from main manufacturers has brought

out in para 9.2 (a) hereinbefore.

(f)As brought out in Para 9.2 (a) hereinbefore, the structural steel supplied by the contractorshall be procured from main producers or from approved secondary producers in case ofnon-availability with main producers with necessary price adjustment who manufacturerstructural steel out of ISI marked billets and are having BIS certification of ISI marking in theirproduct, list of approved secondary producers of structural steel is given below:-

11.3 TESTING AND TEST CERTIFICATE

(a) The contractor shall produce manufacturer’s Test certificate in original along withthe test sheet giving the result of each mechanical test as applicable and the

chemical composition of the steel supplied as specified in relevant IS codes, duly signed bythe manufacturer with each consignment.

Note: Production of the test certificate in respect of steel required for guard bars, holdfasts, grills and like by the contractor may not be insisted upon.

(b) The original test certificate shall also be kept on record in the office of StationHeadquarter, Dehu Road Cantt, Pune.

(c) In addition to production of test certificate as mentioned in clause 9.3 (a) and (b)above, the contractor shall also provide all facilities to the department for

independent testing of steel in Government approved Laboratories without any extra cost to thedepartment.

11.4 Minimum frequency of testing for each source and each consignment

(a) Steel for concrete reinforcement :

(i) Bar size : One sample (3 specimens) for each test less than10 mm dia for every 25 tonnes or part thereof.

(ii) Bar size 10 mm dia : One sample(3 specimens) for each test to 16 mm(inclusive) for every 35 tonnes or part thereof.

(iii) Bar size : One sample (3 specimens) for every 45 over 16mm dia tonnes or part thereof.

(b) Structural Steel :(i) Tensile test : One test for every 25 tonnes of steel

or part thereof.

(ii) Bend test : One test for every 10 tonnes of steel or

part thereof.

(c) Chemical Test : Chemical test shall be carried out to ascertain chemicalcomposition, which shall conform to the norms laid down in relevant IS-Codes.

(d) Bend test and tensile test for structural steel shall be carried out as per IS-226. Forhigh strength deformed bars tensile, bend test and rebend test shall be done as per IS-1786. For MS bars tensile and bend test shall be carried out as per IS-432.

(e) Station Headquarter, Dehu Road Cantt, Pune has the right to get one more sample(3 specimen) tested if he is not satisfied with the consignment. However testing charges forthe additional sample over and above frequency given in clause 15.4 above shall be borne bythe department.

(f) All testing charger shall be borne by the contractor in case the test results as permanufacturers test certificates or of independent testing of random samples are not as percriteria laid down in the approved laboratory / test house. However in any case cost oftransportation of samples (to and fro) to the approved laboratory and all testing chargesshall be borne by the contractor.

11.5 RING TEST FOR TMT BARS: Ring test for the nitric acid and methanol for 24 hoursimmersion shall be carried out for all diameters of TMT bars as specified in IS and as directedby Station Headquarter, Dehu Road Cantt, Pune.

11.6 STORAGE: Steel supplied by the Contractor shall be stored in accordance with therequirement of ISS. Each grade and quality of steel shall be stored separately and haveidentification tacks indicating the source, quality and grade.

11.7 PRESERVATION AND MAINTENANCE OF STEEL

The steel brought by the contractor shall be preserved to ensure that no rusting takes placetill it is incorporated in the works.

11.8 SCHEDULE OF SUPPLY

The contractor shall procure the steel sections, timely as required in accordance with CPMchart, agreed between Station Headquarter, Dehu Road Cantt, Pune and the contractor.

Memorandum of undertaking (MOU) has been signed by deptt with SAIL (one of the main producerof steel) for supply of steel for Station Headquarter, Dehu Road Cantt, Pune works tocontractor based on their demand directly to the firm. In case contractor faces difficulties inprocurement of steel from primary producer, he shall contact Station Headquarter, Dehu RoadCantt, Pune who will in term will help him in procurement of steel from primary producers. Thecontractor will forfeit his right to demand extension of time if the supply of steel got delayed due tohis failure in placing order in time to the manufacturer/supplier.

11.9 PAYMENT

Receiving payment of steel shall be governed by in accordance with condition 64 ofIAFW-2249. Payment shall be allowed only after production of test certificate and purchasevouchers from main manufacturer/producer.

11.10 MEASUREMENT

(a)The entire quantity of steel brought to site shall be recorded in Measurement Book “NOTTO BE ABSTRACTED” indicating the reference to manufacturer, source of supply, vouchernumber, and test certificate before incorporation in the work and shall be signedboth by the Accepting Officer or his repand the Contractor. Proper documentation/recordshall be maintained as per the instructions on the subject.

11.11 WEIGHT CONVERSION Weight of steel supplied by the contractor shall be calculated at unitweights given in Appendix ‘A’ of MES Schedule Part II - 2004. For Section not listed in MESSchedule, the ISI conversion table shall be followed or manufacturer’s certificate shall befollowed if the weights are not available in MES Schedule/ISI tables.

11.12 Normal waste and off cuts shall be stacked neatly which shall be the property of thecontractor. Contractor shall be allowed to remove such cut pieces after inspection andcertification by the Accepting Officer or his rep.

11.13 Advance on account of payment made towards these cut pieces shall be recovered fromadvance on account of payment immediately falling due and before removal of such cut

pieces from site.

11.14 Bending and fixing of bars for concrete reinforcement including mild steel wire for bindingshall be carried out all as specified in MES Schedule.

11.15 Hooks shall be provided only for mild steel bars. In case of cold twisted/ deformed steel barsends shall be bent instead of hooks as shown on drawings/specified in relevant IS.

11.16 Binding wire for reinforcement shall be mild steel wire (annealed) of size not lessthan 0.9 mm.

Notes:

(a) Mixing of different types and grades of bars shall not be done in the same RCC member asmain reinforcement to satisfy clause 26.1 of IS-456 of 2000.

(b) TMT bars of grade higher than 415 MPA will not be used under following seismicconditions

(c) When the structure is located in seismic Zone IV and V.

(d) When the structure is located in seismic Zone III and has importance factor greater than1.00.

(e) The structure is located in seismic Zone III and is an industrial structure.

(f) The structure is located in seismic Zone III and is more than five stories high.

(g) TMT shall not be treated as corrosion resistant steel bars.

12. PRESSED STEEL DOOR FRAMES :

Pressed steel door frames where described in schedule ‘A’ shall be as specified in clause No10.27 of SSR Part-I. Filling in pressed steel frame shall be with PCC 1:3:6 type CO (using12.5mm graded stone aggregates). Mild steel pressed steel shall be 1.25mm thick and asdirected by Accepting Officer or his rep.

13. ALUMINIUM DOORS/WINDOWS/VENTILATORS & PARTITIONS

13.1 Aluminium doors/Windows/Ventilators, aluminium members shall be as described in Sch ‘A’and shall be powder coated black colour or as approved by Station Headquarter, Dehu RoadCantt, Pune of Jindal Aluminium Ltd, other equivalent make as approved by StationHeadquarter, Dehu Road Cantt, Pune. The fittings associated with doors and fixing shall beas per manufacturer’s instructions. Irrespective of whatever shown on drawing the glazingshall be 5.5 mm thick tinted glass conforming to IS-2835.

13.2 PVC neoprene gasket shall be used in the glazing beads and alround the shutters ofwindows, ventilators.

13.3 All Aluminium windows shall be provided stainless steel mosquito proof jalli of approvedquality.

13.4 All Aluminium windows shall be provided with grill all as described in Schedule ‘A’/BOQ.

14 BLANK

15. WATER PROOFING TREATMENT TO RCC ROOF SLABS

15.1 Water proofing treatment to roof slabs shall be carried out as under:-

(a) Treatment using Active poly propylene (APP) modified bituminous Membrane:-

(i) The roof surfaces shall be thoroughly wire brushed, washed, dried up andcleaned of all foreign matter and dust to receive primer.

(ii) On the dried roof surface one coat of approved bituminous primer @ 250gms per Sqm shall be applied.

(iii) On this primed surface the Atactic poly propylene (APP) modifiedbituminous water proofing membrane with non woven polyester (centre core) asreinforcement weight of 3.50 Kg/m2 shall be laid by torch application method.

(iv) All angles and similar projections shall be sealed well with extra care toensure full bondage. All joints and changes in direction should be curved withcement mortar (1:3) mixed with SBR latex 200ml/bag of cement and cured wellbefore laying the membrane.

(v) The membrane shall be taken up to height of minimum 300mm through aconcrete fillet of 75mm / 75mm & shall be inserted in side a grove cut in the parapetand fixed. If the height of parapet is 300mm or less, membrane shall be taken till topof the parapet and finished after covering the top surface of the parapet. For RCCinverted beam, the whole beam shall be covered with membrane irrespective of thedepth. In case of roof projection, the membrane shall be taken upto the roof edgeand sealed by torch application.

(vi) Approved makes for APP membrane and treatment shall be as follows:

Moply of M/S Texsa (I) Pvt Ltd/ Super Thermolay manufactured by M/S ShaliApr TarProducts Limited/ Torchshield of Dr Fixit (Pidilite Industries).

(vii) The overlap while torching shall be 100mm on longitudinal directionand 100mm on transverse direction.

(viii) The membrane shall be conforming to following specifications :-

(a) Softening point: minimum 150 degrees Celsius(b) Cold flexibility: (-) 5 degrees Celsius(c) Single central non-woven polyester reinforcement: not less than

160gm / Sqm(d) Tensile strength in longitudinal direction : 650N /5 cm(e) -do- in transverse direction – 350 N/5 cm(f) Min elongation: 20% in both directions.(g) Dimensional stability: Max 1% change.(h) Water tightness at : 2 Kg f/CM2(j) Water absorption: Not more than 1% of mass in 24 hours.(k) Weight :- Not less than 3.5 Kg per sqm(l) Thickness :- Not less than 3 mm

(ix) The above treatment shall be carried as per manufacturer’s instructionthrough manufacturer authorized applicator only & record to that effect shall bemaintained. Each stage of treatment shall be approved by Station Headquarter,Dehu Road Cantt, Pune in writing to ensure full-proof-ness of the treatment.

Note: - The contractor shall furnish the following:-

Quality confirmation from the manufacturer of the product along with quantitysupplied.

Manufacturers test certificate with name of manufacturer printed on the membrane& sticker which should specify name and details of the original product. The firmsimporting the membrane & rebranding their own name should give original productname of the manufacturer company. Test certificates from any approved laboratoryas directed by Station Headquarter, Dehu Road Cantt, Pune. The testing chargesshall however be borne by the contractor.

(x) Contractor shall submit original purchase voucher and test certificate of themanufacturer co-relating the date of manufacture and batch number. The testcertificate shall indicate softening point cold flexibility, tensile strength andelongation. The membrane shall contain the name of a manufacturer and sticker(which should indicate the name and the details of original product) which will beverified by the Station Headquarter, Dehu Road Cantt, Pune before approval forincorporation in the work. The firms importing the membrane and re branding withtheir own name should invariably intimate the original product name ofmanufacturing Co etc while seeking approval.

(xi) Station Headquarter, Dehu Road Cantt, Pune shall carry out independenttesting of the material from any one of following testing laboratories.

(a) VJTI, Matunga Mumbai(b) Shree Ram Institure, “Delhi(c) Attulned polymers, 310, C-Wing, Bhaveshwar Plaza, LBS marg

Ghatkopar (W) Mumbai.

All the expense for independent test shall be borne by the contractor.

(xii) The membrane for water proofing treatment shall be obtained from one ofthe makes specified here-in-before and as approved by Station Headquarter,Dehu Road Cantt, Pune.

15.2 GUARANTEE (WATER PROOFING TREATMENT TO RCC ROOF SLABS): -

(a) The contractor shall furnish a guarantee for water tightness of the water proofingtreatment for a period of 10 years from the date of completion of entire work under thiscontract as certified by the Station Headquarter, Dehu Road Cantt, Pune. This guaranteeshall be given on a non judicial stamp paper of appropriate value. During the aforesaidguarantee contractor shall be solely responsible for the water tightness of roof slab. Anyleakage/defects noticed by the Station Headquarter, Dehu Road Cantt, Pune during thisperiod shall be promptly rectified by the contractor without any cost to the Government.

(b)Should the Station Headquarter, Dehu Road Cantt, Pune at any time during constructionor reconstruction or prior to expiration of 10 years guarantee period finds that the workexecuted is not in conformity with the specifications agreed upon or if leakages of any kindare noticed, the contractor shall on demand in writing from the Station Headquarter, DehuRoad Cantt, Pune specifying the buildings complained of, notwithstanding that the work mayhave been inadvertently passed, certified and paid for, shall forthwith get the work rectifiedat his own expense and render the roofs slab free from leakage at his own expenses till theexpire of the guaranty period. In the event of his failing to do so within a period to bespecified by the Station Headquarter, Dehu Road Cantt, Pune, in his aforesaid demand, theStation Headquarter, Dehu Road Cantt, Pune may get the rectification/repairs done throughother agency at the risk and expense in all respect of the contractor. The liability of thecontractor for water tightness however, shall not extend beyond the guarantee period of 10years unless the Station Headquarter, Dehu Road Cantt, Pune has previously given notice tothe contractor to carry out the specific rectification/repairs. The security for water proofing

treatment of roof slab shall be 2.5% cost of water proofing treatment work or minimum Rs2500/-.

15.3 All water proofing work using APP membrane shall be carried out through manufacturer ortheir authorised applicator of respective manufacturers only. Contractor shall produce validcertificate from respective manufacturer regarding authentication and adequate experienceof applicator. Station Headquarter, Dehu Road Cantt, Pune should verify correctness ofmaterial, manufacturer and applicator, contractor intend to engage in the work and all suchrecord shall be sent to CWE for prior approval. List of authorised applicator for APP basedmembranes for water proofing are as under:-

SerNo

Name of Company Name and address of applicator

1. STP Limited, 201-203,B Wing, Sagar, Tech PlazaAndheriKurla Road, Andheri (East)Mumbai- 400072E-mail:[email protected]: 00-91-22-42530100 (30 lines)Fax - 00-91-22-28500137

(i) M/s Laybond Constructions Pvt LtdA, 156, Anu Apartments, Govardhan Nagar, LBSAprg,Mulund (West), Mumbai – 400 080(ii) M/s Bhagyalaxmi EnterprisesShop No 1/1, Near Kapoor Silk Mills, Gamdevi Road,Gautam Nagar, Bhandup (East) Mumbai – 400078(iii) M/s Shibam Ventures & Building Materials (P)Ltd1, HiraMahal, Near Vandana Cinema,Old Agra Road, Thane (West) – 400602(iv) Ajay Associates, Flat No 1A Blue ApartmentsPune – 411001Priyanka Construction, 9/13, Assissi Nagar, P LLokhandeAprg, Chembur, Mumbai – 400043

2. Texas India LimitedGanga Dham, Phase-II# H-2, 304, BibwewadiKondhwaRoad, Pune – 411037E-mail – [email protected] No. 91-9922441205Fax – 91-02041274205

M/s KD Aher Building Systems Pvt Ltd.Office No 12 & 13, Nirmala complex, BehindKohinoor Lodge, Chinchwad Station, Pune – 411009E-mail : [email protected] No – 91-9850557109Fax No – 020-27473055

3. M/s Pidilite Industries LimitedRamkrishnaMandir RoadAndheri (East) Mumbai – 400059E-mail:[email protected] – 91-22-28357000Fax – 91-22-28367008

(i) Noble Protective Systems201, Hill Green CHSL, AprolAproshi Road,Next to Zakaria Estate, AprolAndheri (East) Mumbai– 400059E-mail : [email protected] – 29207201/ 29207100Mobile – 9820903152(ii) JM Construction297/5, Luniana Apartments, Flat No 1, BehindVlavan Village Resort Old Mumbai Pune Road

Lonavla – 410403E-mail : [email protected]@rediffmail.comTele – 952114277615Mobile – 9324671901/ 9224421725(iii) Choudhary Water Proofing Company504, Linking Load, Opp MacdonaldKhar (West) – 400052E-mail : [email protected] – 9869047594 / 9820078052(iv) All India Water Proofing Co.384, A/4, Kapadia Mansion, 3rd Floor, Near ApreltyCinema, Grant Road-400007E-mail : [email protected] : 23076535/ 23080063Fax : 23008048Mobile : 983338754/ 9820154491/ 9930227332(v) LaybondBldg, A-156, Anu Apartments,Gavardhan Nagar, LBS Aprg,Mulund (West) – 400080E-mail : [email protected] : 25684708Mobile : 9821925570/ 9867200496/ 9833198247

15.4 TESTING OF WATER PROOFING TREATMENT

15.4.1 After the water proofing treatment is completed, leak proof test shall done by ponding. Forthis purpose, in roof, mud, mortar, fillet, ponds shall be made longitudinally one meter apart over entire treated surface of roof to form pond of suitable size as directed by theAccepting Officer or his rep. (These ponds shall be filled with potable water so that anaverage 50mm (minimum 25 mm and maximum 75mm) height of water is maintained duringthe test period.

15.4.2 Test shall be carried out continuously for a period of 96 hours. Any seepage notified shall berectified by the contractor and making good the defective portion to entire satisfaction ofthe Station Headquarter, Dehu Road Cantt, Pune, who will pass this stage.

15.4.3 All mud fillet bends shall be removed and surface made clear and tidy after completion ofsatisfactory testing.

15.4.4 Satisfactory completion of test shall not absolve the contractor from his responsibility ofrectification of defects, which may arise during defect liability period.

16.0 FLOORING

16.1 GENERAL

16.1.1 Refer Clause 13.25 of SSR Part I.

16.1.2 Exposed edges of floor shall be finished to match with top surface of floors.

16.1.3 Junction between floor and wall shall be as directed by Accepting Officer or his rep.

16.1.4 The thickness of floor finish shall be as indicated in item of schedule ‘A’

16.1.5 Laying & flooring of PCC floor shall be as per clause 13.52 and clause 13.25.1 to 13.25.5 ofMES schedule ‘A’ part-I of 2009.

16.2. PCC SUB BASE PCC sub base shall be of cement concrete (1:4:8) type D2 (using 40 mmgraded stone aggregates). Thickness of sub base shall be 75 mm Top surface shall beprepared to receive floor finish

16.3 PCC FLOORINGPCC flooring shall be provided as indicated in schedule ‘A’./BOQ Laying andfloating of PCC floor shall be as per clause 13.32 of SSR part-I. Glass dividing strips shall beprovided as indicated in schedule ‘A’/BOQ and to the full depth of wearing course. Qualityof glass dividing strips shall conform to IS 2835.

16.3.1 Floors shall be laid to level or to slope or sunk as directed by Accepting Officer or his rep.The finished surfaces shall be free from any unauthorised rise or hollows.

17 NON-SKID CERAMIC TILE FLOORING

17.1 Provide nonskid ceramic tiles in flooring conforming to IS.–13712, grade B-II-(a).Tiles shall beof nonskid (matt finish) as approved by G.E. The size of tiles shall be all as described inrespective item of BOQ.The tiles shall be tested at the sampling rate given in I.S. –13712.Themake of tile shall be as given in Appendix ‘B’.The tiles shall be of premium series/ quality..

17.2 CERAMIC TILES IN DADO / SKIRTING

17.2.1 Ceramic tiles in dado/skirting shall be coloured, glazed ceramic, designed rustic lappto finishjoint less.Tiles shall be of ‘glossy’ finish as approved by Station Headquarter, Dehu RoadCantt, Pune.The size of tiles shall be as specified in Sch ‘A’ /BOQ. The tiles shall be laid overbedding / backing layer as specified in Sch ‘A’/BOQ .The tiles shall be tested at the samplingrate given in I.S – 13712.

17.3 GRANITE STONE FLOORING. Provide granite stone slab flooring as under :-

(a) The slab shall be of selected quality, hard sound, dense, homogeneous in textures,free from crack, decay, weathering and flaws. The stone shall be hand cut to required/size& thickness & shall be of colour approved by Station Headquarter, Dehu Road Cantt, Pune.The slab shall have top face polished before being brought to site.

(b) Every slab shall be cut to required size and shape and fine chisel dressed on sides tofull depth so that straight edge laid alongside to the stone shall be in full contact with it.The sides (edges) shall be table rubbed with coarse sand or machine rubbed before laying.All angles shall be free from chippings and surface shall be true and plain.

(c) Laying, polishing and finishing shall be carried out all as specified in clause No13.47.4 of MES schedule Part-I -2009 and mirror polishing shall be carried out all as directed

17.4 VITRIFIED TILE FLOORING/ SKIRTING:

17.4.1 Provide Vitrified tile in flooring all as specified in BOQ.The vitrified tiles shall be ofpremium series/ quality. The size of tiles shall be all as described in respective item ofBOQ. The tiles shall be tested at the sampling rate given in relevant I.S.The make of tileshall be as given in Appendix ‘B’.

18 CUDAPPAH STONE. Provide Cudappah stone slab flooring as under :-

(a) This shall be as per Sch ‘A”/BOQ as approved and all as per applicable clauses of SSRPart I, 2009.

(b) Laying, polishing and finishing shall be carried out all as specified in clause No 13.47.4 ofMES schedule Part-I -2009 and polishing shall be carried out all as directed

19. PLASTERING

19.1 Preparation of mortar for plastering/polishing of mixes indicated hereinafter shall be as per4 clause 14.13 of SSR Part-I.

19.2 The mortar for dubbing coat and rendering coat shall be of the same type and mix. Thethickness of plaster indicated shall be exclusive of thickness of key. Thickness of plaster shallmean the minimum thickness at the point on a surface and does not include thickness ofdubbing coat.

19.3 The preparation of surfaces and application of plaster shall be as per clause 14.14 and 14.15of SSR part-I as applicable.

19.4 Thickness and mix of plaster shall be as indicated in schedule ‘A./BOQ

20.0 WHITE WASHING/COLOUR WASHING :

20.1 GENERAL

20.1.1 White wash/colour wash shall be provided as specified in BOQ. Also refer Section 15 of MESSchedule Part-I. The workmanship shall be as described in MES Schedule.

20.2 WASHABLE OIL BOUND DISTEMPER

20.2.1 Oil bound distemper shall be provided all as specified in BOQ. For workmenship referclause Nos 15.6 and 15.14 of SSR Part I. Colour & shade of paint shall be as approved byStation Headquarter, Dehu Road Cantt, Pune.

20.3 DRY DISTEMPER

20.1 Dry distemper shall conform to IS 427-2005 and shall be provided all as specified in BOQ.For workmenship refer clause 15.13 of SSR Part I. Colour/shade of paint shall be approvedby Station Headquarter, Dehu Road Cantt, Pune.

20.4 CEMENT BASE PAINT

20.4.1 Cement based paint shall conform to IS 5410 and shall be provided all as specified inBOQ.For workmenship refer clause 15.15 of SSR Part I. Colour/shade of cement paintshall be approved by Station Headquarter, Dehu Road Cantt, Pune.

21.0 PAINTING

21.1 GENERAL

21.1.1 Painting shall be of quality not inferior to those required by the relevant IS and as perClause 17.2 of SSR Part I.

21.1.2 Workmanship and preparatory works shall be as per Clause 17.6 of SSR Part I asapplicable for new works. Painting shall be with priming coat, under coat and onefinishing coat unless mentioned otherwise. Primer for wood work shall be pink primerand for steel shall be red oxide generally. Priming coat shall be redone if more than sixmonths have lapsed before executing the under coat.

21.1.3 The final finish of paint shall be glossy suitable for, internal / external use as approved bythe Station Headquarter, Dehu Road Cantt, Pune. Galvanized steel articles (sheet, pipesetc and wire cloth) and builders hardware shall be left untreated. The painting to steel &wooden surfaces to be provided all as specified in BOQ.

22.0 GLAZING

22.1 SHEET GLASS

22.1.1 Sheet glass for glazing shall be plain, clear, good quality free from specks, bubbles, smokewanes, air holes and other defects and shall conform to IS-2835. The thickness of sheetglass shall be all as specified in BOQ. In case thickness not specified the same shall beminimum 3mm thick.

23 WATER SUPPLY, PLUMBING

(i) Work shall be executed by a licensed plumber. The contractor shall produce licenseof the plumber for verification.

(ii) All materials (fittings, accessories, pipes etc) to be incorporated in the work shall beof standard make and shall strictly comply with the current IS specifications (ISS). Thework shall be carried out as relevant clauses of MES Schedule Part-I.

(iii) Galvanized iron tubes (pipes) and fittings shall comply with relevant IS and asspecified in clause No. 18.4.1 and 18.4.2 of MES Schedule Part-I. Laying and fixing of GItubing shall be all as per relevant clause of MES Schedule Part-I. Grade of pipe shall be asindicated in Schedule ‘A’/BOQ.

(iv)Testing shall be carried out all as per relevant clauses of MES Schedule Part-I. Thework is to be tested at the contractor’s expenses at such time and in a manner as theStation Headquarter, Dehu Road Cantt, Pune shall direct and it shall be done to his entire

satisfaction. Test result shall be jointly recorded by contractor and Accepting Officer orhis rep.

(v) Sanitary Appliances: Sanitary appliances shall be of vitreous China, unless otherwiseindicated and shall conform to IS 2556 (Part I)-1994. Specification for vitreous sanitaryappliances, Part I General requirements and shall be of approved make. Appliances shallbe strong, of high grade and shall be coated on all exposed surface with an imperviouswhite vitreous glaze. The glaze shallbe uniform, free from craze and discolouration andshall possess an impervious surface. Sanitary appliances shall be of one piececonstruction. Water closets and urinals shall have an integral flushing rim. Inside of thepans shall be regular and smooth in order to ensure efficient flush.All sanitary fittingsshall be vitreous china first quality with ISI marking. The colour and size shall be asspecified in Sch ‘A’/BOQ and shall be got approved from the Station Headquarter, DehuRoad Cantt, Pune before incorporation in the work. The fixing of fittings shall be asspecified in MES Schedule Part-I.

(vi) European type water closet shall be provided as specified in Sch ‘A’/BOQ and shallinteralia consist of :-

(a)White/coloured glazed vitreous china water closet wash down pattern with ‘P’ or ‘S’trap all as per IS 2556 (First quality) Part-II wall mounted with brass screws to hard woodplugs .

(b)Plastic seat and cover with flat under side, solid moulding close front pattern withcover shall be as per IS 2548 (Part-I) . Seat and cover shall be white in colour and shall befixed to WC with chromium plated hinges & nuts.

(c) 10 litres capacity white vitreous china low level flushing cistern conforming to IS 774or PVC low level flushing cistern conforming to IS 7231 as indicated in Sch ‘A’./BOQ

(d) 32mm dia PVC flush pipe shall be connected to WC all as per manufacturer’sinstructions.

(e)Exposed surfaces of steel and wood surfaces shall be painted with two Coats ofsynthetic enamel paint over a coat of primer.

(vii). WASHHAND BASIN.Provide wash hand basin of vitreous china (coloured) firstquality flat back. Wash hand basin shall be of size 550 mm x 400 mm including allaccessories as directed by the Accepting Officer or his rep and shall include the following anditems shall be measured and paid as per relevant BOQ:-

(a) CP brass waste coupling 32mm dia

(b) PVC waste pipe 32mm dia,.

(c) A pair of painted standard cast iron brackets.

(viii) HDPE WATER STORAGE TANKS: Provide HDPE water storage tanks double layered,cylindrical vertical type of approved make and of capacity all as specified in BOQ. The tanks

shall conform to IS–12701–1989.The tanks shall be fixed at the location as directed byAccepting Officer or his rep. The rate quoted by the tenderer in Sch ‘A’/BOQ for this itemshall be deemed to include the cost of connection of inlet, overflow and washout pipes. Theconnections shall be carried out as per manufacturer’s instructures and as directed byAccepting Officer or his rep.

(ix)UPVC(SWR) PIPES AND FITTINGS: Provide UPVC Pipes & Fittings all as specified in BOQ& material, workmanship shall be as specified under clause nos 18.27A to 18.27A4 of MESSchedule Part-I.

24. PVC PIPES : PVC pipes of sizes as indicated shall conform to IS 4985-2000 (6 KGF/cm²).Rubber rings for joints and fittings shall conform to IS-5382-1985. PVC (SWR) fittings shall beprovided as per recommendations of manufactures of pipes. Laying and jointing of pipesshall be as specified in MES Schedule.

25. BIB TAPS AND STOP VALVES :

25.1 These shall be screwed down & shall conform to relevant IS. The minimum finish weight ofbib taps and stop valves shall be as indicated in table 18.14 & 18.15.1 of MES Schedule Part-I.

26. GUN METAL GATE VALVES / GATE VALVE

Gun metal gate shall be of size as indicates in Schedule ‘A’/BOQ and conform to relevant ISspecification.

27. GULLY TRAPS:

27.1 Gully traps shall be stone ware with grating conforming to IS – 651-1992. Size of gully trapshall be as indicated in Sch ‘A’ shall be all as specified in Clause No. 18.28 of MES SchedulePart-I

28. MIRROR :

29.1 Mirror shall be selected quality sheet glass not less than thickness specified in Sch ‘A’ withedges rounded of beveled as specified in Clause No. 18.38 of MES Schedule Part-I. Themirror shall be of approved make and size shall be as indicated in Schedule ‘A’.

30. (a) TOWER RAIL (TR) : Provide tower rail 20mm dia, 600mm long including fitting completeas described in Schedule ‘A’/BOQ.

(b) TOILET FITTINGS : All toilet fittings shall be of best quality as described in Sch ‘A’/BOQ ,

31. STAINLESS STEEL SINK : Stainless steel sink with draining board shall be made of stainlesssteel sheet 1 mm thick with waste coupling outlet pipe including pair of CI brackets, beddingin cement mortar to dwarf wall and size of the sink shall be as specified in Sch ‘A’. The makeof sink shall be as specified here-in-after.

32. CURTAIN ROD :

Curtain rod shall be of aluminium powder coated as indicated in Sch ‘A’/BOQ. The rod shallbe provided with brackets and fixed in wall including drilling, rawl plug and screws all asdirected by Accepting Officer or his rep. The curtain rod shall conform to the sample kept inthe office of Station Headquarter, Dehu Road Cantt, Pune (S) Pune and as approved by theAccepting Officer.

33 BLANK

34.0 INTERNAL ELECTRIFICATION

34.1 GENERAL

(a) The materials, workmanship and the installation as a whole will generally begoverned by specifications, and rules and the principles laid down in MES Schedule Part ISection 19, Specifications given here under are in amplification and modifications, thespecifications given here under will take precedence.

(b) Items of electrical work shall be deemed to include interalia minor items to makethe installations in the building complete in all respects, duly tested and certified as fit forswitching electric supply on the taking in side the buildings.

(c) Due regard be given for the door and windows, openings , location of water taps,locations of sinks etc. in fixing the run of cables and positions of fittings and controlswitches and outlet points.

(d) The installation shall strictly comply with the provisions contained in the latestedition of Indian Electricity Rules and latest edition of the Indian Standard Electrificationsas applicable to the work, except where such regulations and rules are modified by thespecifications. It shall be of high standard and approved construction used in modernelectrical works as regards design as well as workmanship. Complete works shall besuitable in all respects for the type of voltage indicated in the relevant items Sch’A’./BOQ

(e) All electrical works shall be executed by skilled licenced workers, Only licencedsupervisors and workers will be employed, and the contractor on demand by theAccepting Officer or his repshall produce such evidence of qualifications for hisworkers/supervisors either at the commencement of the work or any time there after.

(f) PVC casing capping/concealed conduits shall be marked on the walls/ structure andapproval of the Station Headquarter, Dehu Road Cantt, Pune obtained in writing beforefixing etc as applicable.

(g) All the electrical fittings, accessories, wiring and runs of cable shall be clear of

doors, windows, built in cupboards, opening etc.

(h) Looping in system of wiring shall be used through out installation. Connectors may,however be used at the discretion of Accepting Officer or his rep due to unavoidablepractical difficulties.

(j) All metallic items e.g. fan regulator, switch boxes etc are to be properly earthed with1.50 sqmm copper conductor green colour FRLS PVC insulated cable earth wire.

(k) Separate conduit casing/capping shall be provided for light and power circuit.

34.2 MATERIALS AND SAMPLES : All materials incorporated in the electrical Installationsworks shall generally be indigenous make conforming to relevant ISS/BSS as applicable.All materials incorporated in the work shall have ISI mark on them before starting thework, the contractor shall produce to Station Headquarter, Dehu Road Cantt, Punesamples of all materials for his approval and such approved types, make and qualitymaterials shall only be incorporated in the work. One set of sample shall be retained bythe Station Headquarter, Dehu Road Cantt, Pune duly signed by him and the contractor,till the completion and final acceptance of the work.

34.3 SCOPE OF WORK :

Scope of work shall be as described in Sch ‘A’(BOQ) and as specified hereinbelow.

34.4 TYPE OF WIRING AND MATERIALS : This shall be all as described in BOQ read inconjunction with specification contained in the MES Schedule.

34.5 CABLE : Size of cables and voltage grading shall be as all as specified in BOQ.

34.6 CONTROL GEAR

(a) Control gear as far as it is related to internal electrical work in building comprises of:-

(i) Distribution Board : Distribution board MCB/TPNL/SPNL, 415/240 volts of ways asdescribed in Sch ‘A’ shall be provided flush with walls. The sheet metalenclosures shall be factory fabricated of the same manufacturer.

(ii) Miniature circuit breaker (MCB’s) of ratings as mentioned in BOQ shall beprovided in MSB / SMB’s in all the buildings. The MCB shall have breakingcapacity all as specified in BOQ. The MCB’s shall have ISI mark on them.

34.7 FITTINGS AND ACCESSORIES

(a) Switch of rating 6 Amp shall be all as specified in BOQ.

(b) Switch socket outlet combination 3 pin 5/15 Amp shall be provided all asspecified in BOQ and as directed by Accepting Officer or his rep.

(c) Light fittings shall be all as specified in BOQ.

34.8 EARTHING

(a) Earthing shall be all as per ISS, IEE Regulations. The contractor shall obtain theapproval of Station Headquarter, Dehu Road Cantt, Pune for layout of earthing before the

commencement of work and the same shall be executed in the presence of concernedExecutive.

(b) Earthing shall be provided all as described in respective item as specified in BOQ andas, shown in Electrical Plate and specified in clause Nos. 19.13.7 and 19.13.7.2 to 19.14.5of MES Sch Part I.(c) The charcoal dust and returning, filling shall be done in layers not exceeding 150 mmthick and shall be properly watered and rammed. Surplus soil shall be disposed off andsite left clear and tidy on completion to a distance not exceeding 50 m.(d) All earth electrodes shall be tested for earth resistance by means of standard earth

meggar. The test shall take place in months preferably after a protracted dry spell.(e) The resistance of earth shall not exceed one ohm. In case the resistance of earthexceeds one ohm due to soil conditions, then the earthing shall be carried out throughanother method as per IS-3043.(f) Earth mat shall be provided to ensure absolute protection to the men working at

places where isolators and switches are to be operated manually.(g) Cost of excavation and earth work in any strata shall be deemed to be included inthe unit rate quoted for earthing.

34.9 TESTING OF ELECTRICAL INSTALLATION

(a) All the electrical installation shall be tested by the contractor in presence ofAccepting Officer or his repas specified in MES Schedule Part-I. Test results shall berecorded duly signed by the contractor and Accepting Officer or his repof the following:-

(i) Earth test(ii) Continuity test(iii) Insulating resistance test

(b) The installation shall be taken over only when the Accepting Officer or his rephasensured that the installation has been certified as per the laid down rules of the IndianElectricity Act and IE rules.

34.10 RECORD DRAWINGS

On completion of the electrical work, three copies of wiring diagram for each type ofbuilding shall be prepared and submitted to the Accepting Officer or his rep. The wiringdiagram shall indicate the main switch board (MSB) the runs of various mains and sub mains.The position of all points and the relative circuits of which they connect shall be indicatedand numbered. The cost of same is indicated in the relevant/respective items & nothingextra shall be paid on this account.

35 PAID VOUCHERS AND TEST CERTIFICATES:Paid vouchers and test certificates as applicable for all items to be produced by the contractor

under his letter and duly signed by him giving cheque No with date under which paymentmade before claiming payment for items. Genuineness of paid vouchers and test certificate willbe checked by Accepting Officer or his repbefore completion of work by method as suitable formajor items. Decision of Station Headquarter, Dehu Road Cantt, Pune regarding major items shallbe final and binding. No claim on account of these provisions shall be admissible.

APPENDIX ‘A’

1.0 CEMENT1.1 GENERAL

Cement required for the work under the contract shall be procured and incorporated in theworks by the contractor under his own arrangement. Cement shall be tested quality andshall comply with the requirements mentioned in the drawings, SSR, IS specifications asamended and particular specification given hereinafter.

1.2 Type of cement for the subject work shall be ordinary Portland cement grade 43 (FortyThree) in accordance with IS-8112, 1989 unless otherwise mentioned in structural drawingforming part to the tender documents.

1.3 SOURCE OF PROCUREMENTCement will be procured by the contractor from any one of following main producersor other manufacturer approved by E-in-C’s Branch till date of receipt of tender :-

(a) M/s Cement Manufacturing CoLts (Star Brand)

(b) M/s Ultra Tech Cement Ltd(Ultratech)

(c) The Associated CementCompanies Ltd

(d) M/s Chettinad Cement CorporationLtd (Chettinad)

(e) M/s Heidelberg Cement India Ltd(MYCEM)

(f) Ambuja Cement

(g) The India Cement (h) Birla Corporation Ltd

1.3.1 The contractor shall furnish the particulars of the manufacturer/Supplier of cementalongwith the date of manufacture to the Station Headquarter, Dehu Road Cantt, Pune forevery lot of cement separately. The cement so brought shall be fresh and in no case olderthan 60 days from the date of manufacture. The documents in support of purchases ofcement shall be verified by the Station Headquarter, Dehu Road Cantt, Pune. Before placingthe order for supply of cement by the contractor, he shall obtain written approval from theStation Headquarter, Dehu Road Cantt, Pune regarding name of manufacturer, quality ofcement etc. Cement shall be procured for minimum requirement of one month and notexceeding the requirement of the same for more than two months at a time. The cementshall be consumed in the work within three months after receipt. Cement shall conform tothe requirement of Indian Standard Specification and each bag of cement shall bear therelevant ISI mark. The weight of each consignment shall be verified by the StationHeadquarter, Dehu Road Cantt, Pune and recorded. The content of cement shall be checkedat random to verify the actual weight of cement per bag. However, the content of cementshall be 50 Kg only subject to tolerance given in clause 9.2.1.1 and Annexure ‘B’ of IS-8112,1989.

1.4 TESTING OF CEMENT1.4.1 The contractor shall submit the manufacturer’s Test Certificate in original alongwith Test

Sheet giving the result of each physical test as applicable in accordance with relevant IS

provisions and the chemical composition of the cement or authenticated copy thereof dulysigned by the manufacturer with each consignment, as per the following IS provisions: -(a) Method of sampling Hydraulic Cement as per IS-3535, 1986.

(b) Method of physical tests for Hydraulic Cement as per IS-4031.

(c) Method for chemical analysis of Hydraulic Cement as per IS-4032, 1985.

Test certificate and test sheet shall be furnished with each batch of manufacture.The Accepting Officer or his repshall record these details in the Cement Acceptance Registerto be maintained by him which will be signed by JE (Civil), Accepting Officer or his rep,Station Headquarter, Dehu Road Cantt, Pune and the contractor as given in the formathereinafter for verifications.

1.4.2 The contractor shall however, organise setting time and a compressive strength test ofcement through designated laboratory on samples collected from the lot brought at sitebefore incorporation in the work. The contractor will be allowed to use the cement onlyafter satisfactory compressive strength of seven days, to meet this requirement. Contractoris required to keep minimum 10 days stock before any new lot brought at site which can beused for work. The contractor shall be required to remove the cement not meeting therequirement from the site within 24 hours. Seven days strength test will be relied upon toaccept the lot of cement to commence the work. 28 days compressive strength test will bethe final criteria to accept/reject the lot.

1.4.3 The Station Headquarter, Dehu Road Cantt, Pune shall carry out independent testing as perthe tests mentioned in the ‘CEMENT SUPPLY ACCEPTANCE FORM’ of random samples ofcement drawn from various lots. If sample fails in 07 days, compressive strength, the testingshall be carried out through national test house SEMT, CME Pune, Regional ResearchLaboratories, Govt approved laboratories, Zonal Laboratories as per test methods referredhereinbefore. The decision as to where the testing of cement is to be done shall be taken byStation Headquarter, Dehu Road Cantt, Pune. In case the cement is not of requisitestandard despite manufacturer’s test certificate the contractor shall remove the totalconsignment from the site at his own cost after written rejection order of the consignmentby the Station Headquarter, Dehu Road Cantt, Pune. The cost of test shall be borne by thecontractor irrespective of the results or testing.

1.4.4 The random samples as per relevant IS shall be selected by Station Headquarter, Dehu RoadCantt, Pune before carrying out testing. The record of such samples selected by StationHeadquarter, Dehu Road Cantt, Pune for testing shall be properly maintained in the ‘CementTesting Register’ giving cross reference to relevant consignment of cement and quantityreceived etc.

1.4.5 Cost of transportation of samples to the approved laboratory test house and all testingcharges including cost of sample shall be borne by the contractor.

1.4.6 The contractor shall be required to set up adequate testing facilities at site to the entiresatisfaction of Station Headquarter, Dehu Road Cantt, Pune for conducting setting time andcompressive strength test as per IS cores referred to hereinbefore for the sample collectedfrom the lot brought at site. These tests shall be carried out within seven days of receipt of

cement at site. The tests can alternatively be carried out at Zonal Laboratories sodesignated by Station Headquarter, Dehu Road Cantt, Pune.

1.4.7 The contractor shall submit original purchase vouchers for the total quantity of cementsupplied under each consignment to be incorporated in the works. All consignments receivedat the work site shall be inspected by the Station Headquarter, Dehu Road Cantt, Pune along withthe relevant documents to ensure the requirement as mentioned hereinbefore, beforeacceptance. The defaced. The defaced by the Accepting Officer or his repand kept on record in theoffice of AGE duly authenticated and with cross reference to the consignment/ control numberrecorded in the Cement Acceptance Register. The Cement Acceptance Register shall be signed byJE (Civil), Accepting Officer or his rep, Station Headquarter, Dehu Road Cantt, Pune and contractor.The contractor shall maintain schedule of supply of cement for each consignment.

1.4.8 The Acceptance officer may order a board of officers for random check of cement andverification of connected documents during the currency of contract.

1.5 STORAGE/ACCOUNTING/PRESERVATION OF CEMENT

1.5.1 Cement shall be stored in covered godown over dry platform at least 20 cm high in such amanner as to prevent deterioration due to moisture or intrusion of foreign matter. In caseof store rooms, the stock should be at least 20 cm away from floors and walls. The stackingof cement shall be done as specified in the relevant IS. The storage, accounting andpreservation of cement supplied by the contractor shall be done as per standard Engineeringpractice till the same is incorporated in the work and the cost is deemed to be included inthe unit rate/amount quoted by the tenderer. The Accepting Officer or his repshall inspectonce day to verify cement lying at site is stored, accounted, preserved and maintained as pernorms. The cement shall be stored so as to differentiate each tested and untestedconsignment separately with distinct identification, if the Station Headquarter, Dehu RoadCantt, Pune is not satisfied with the storage/preservation of cement he may order for anytests of cement as applicable for that consignment to ensure its conformity to the qualitymentioned in the manufacturer’s test certificate. The contractor shall bear the cost ofnecessary testing in this regard and no claim whatsoever shall be entertained.

1.5.2 Stacking of Cement shall be done as per relevant IS and as under :-

(a) Each cement consignment shall be stacked separately and removal shall be made onthe basis of ‘First In, First Out’.

(b) Adequate top cover will be provided.

(c) Stacks in no case shall be higher than 12 bags. The maximum width of each stackshall be 3.00m. If the stack is to be more than 7 or 8 bags high, the bags shall bearranged in header and stretched fashion, alternatively lengthwise and crosswise soas to tie the piles together and avoid danger of topping over.

(d) Adequate space shall be kept between two stacks.

1.5.3 Cement godown shall be provided with two locks on each door. The key of one lock at eachdoor shall remain with the Accepting Officer or his repor his representative and that of the

other lock with the contractor’s authorised agent at site of works so that cement is removedfrom the godown only according to daily requirement with the knowledge of both the parties.During the period of storage, if any cement bag is found to be in damaged condition due towhatsoever reason the same shall be removed from the cement godown on written orders ofthe Station Headquarter, Dehu Road Cantt, Pune and suitable replacement for the cement gags soremoved shall be made and no claim whatsoever shall be admissible on this account.

1.5.4 Cement shall be removed from the store only according to daily requirement with theknowledge of both the parties and daily consumption of cement shall be recorded in cementconsumption register which shall be signed by Accepting Officer or his repand the

contractor. Cement constants given in Appendix ‘A’ to E-in-C’s branch letter No: 19280/E8 dated03 May 1976 shall form the basis of consumption of cement for various items of works unlessindicated otherwise.

1.5.5 In case of consumption of cement as per cement consumption register is found to be morethan the estimated quantity of cement due to whatsoever reason, the contractor shall not haveany claim whatsoever for such excess consumption of cement.

1.6 SCHEDULE OF SUPPLY

1.6.1 The contractor shall procure the cement timely as required in accordance with CPM chartagreed between Station Headquarter, Dehu Road Cantt, Pune and contractor. Thecontractor will forfeit his right to demand extension of time if the supply of cement getsdelayed due to his failure in placing order in time to the manufacturer.

1.7 MEASUREMENT AND PAYMENT OF CEMENT

1.7.1 The entire quantity of cement shall also be suitable recorded in the Measurement Book forrecord purpose as ‘Not to be abstracted’ before incorporation in the work and shall be

signed by the Accepting Officer or his repand the contractor.

1.7.2 The payment shall only be allowed after production of original purchase voucher, certifiedcopies of test certificates from manufacturer for each consignment and results of testing

carried out in laboratory on receipt of cement (7 days compressive test) are found satisfactory aftertesting as specified hereinbefore. Cement shall be paid as material lying at site under

condition 64 of IAFW-2249. Rate of cement given in SSR shall be applicable for cementirrespective of grade of cement specified for use in the work.

CEMENT SUPPLY & ACCEPTANCE REGISTER1. CA No. & Name of work :

2. Control No. :

3. Name of Manufacturer’s / Brand name/ Gde of cement (A) Manufacture ---(b) Brand ----(c)Grade

4. Qty of cement & Lot No/Week No (In Bags) : (Qty ----- (b) Lot No. Week No. ------

5. Manufacturer’s test certificates No. ______________

6. Random Test Details :

(a) Physical test report from ____________ vide their letter No.

(Name of approved Lab/Engg College)

(b) Chemical test report from __________________ vide their letter No.

(Name of approved Lab/Engg College)

7. Details of Physical & Chemical properties :

Physical Requirements (As per IS 4031) Chemical Requirements (As per IS 4032)

Spec

ific

surf

ace

Area

(M2

/kG)

Soun

dnes

s by

Le C

hate

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Soun

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s by

Auto

Cla

ve

Initi

al se

ttin

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e (M

inut

es)

Fina

l set

ting

time

(Min

utes

)

CompressiveStrengths

(Mpa)

Tem

p du

ring

test

ing

0 C

Stan

dard

Con

siste

ncy

(%)

Lim

e sa

tura

tion

fact

or (R

adio

)

Alum

ina

Iron

Ratio

(Rat

io)

Inso

lubl

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sidue

(%)

Mag

nesiu

m (%

)

Sulp

huric

Anh

ydrid

e (%

)

Loss

on

Igni

tion

(%)

Alka

iles (

%)

Chlo

rides

(%)

03 D

ays

07 D

ays

28 D

ays

As perrelevant IS

As permanufacturer’s testcertificate

As perrandom testcertificate

Remarks with signature Accepted/Rejected

Contractor Station CommanderStation Headquarter, Dehu Road Cantt, Pune

Appendix ‘B’

LIST OF APPROVED MAKES:

List of makes to be incorporated in the work is given as under. The tenderer is free to choose any ofthe makes mentioned here in below. However he shall give the specific make in writing within twoweeks of commencement of work as per Work order No 1. In absence of such letter, the decision ofthe Station Headquarter, Dehu Road Cantt, Pune shall be final and binding:-

LIST OF APPROVED MAKES

(A) E/M ITEMS

Sl No. Items Makes

1 Cables LT multistranded copper conductorfor point wiring / sub main wiring

Finolex / Nicco / Plaza / Polycab / KEI / Havells /Finolex / RR cable / Lapp

2 Conduit steel ERW (ISI marked) BEC / Steel Kraft / Kalinga / Jindal

3 Conduit PVC (ISI marked) Garware / Jindal / Finolex / Sudhakar/ Modi/Diamond /Precision /Polycab

4 Flame proof fittings (ISI marked) Shyaam / Sudhir / Flexpro / Atlas / Baliga

5 Laminated Sheets Hylam / Formica / Sungloss

6 MCB & MCB DBs Legrand / Schnieder / Siemens / GE / L & T / MerlinGerin / C&S

7 Switches / Sockets, Piano type Anchor / Cona / Plaza / Bajaj / Vinay

8 Switches / Sockets, Modular type Anchor-AVA / Legrand / Crabtree/ Anchor Roma/MK

9 FTL / CFL / LEDfittings Philips / Crompton Greaves / GE / Bajaj / Wipro

10 PVC casing caping (ISI marked) Plastobox / National / Plaza / Arisoplast /Prestoplast / Asian / Precision / Modi /Diamond

11 Main switches, switch fuse units & HRCfuses

Crompton / GE / Legrand / Siemens / EnglishElectric

12 Exhaust/Ceiling fans GEC / Bajaj Electricals / Crompton Greaves / Orient/ Khaitan / Polar / Usha / Almonara

13 Bell / Buzzers Anchor / Delight / Cona / Plaza / Bajaj

14 LT switch board panel Control & Switchgears (C & S) / Havells / TricoliteIndustries/ Legrand / Schnieder / Siemens / GE / L &T

15 Change over switch English Electric / Legrand / L & T / Siemens / GE /Socomec / ASCO

16 Geyser Bajaj / Usha (Lexus) / Racold / Orient / Venus /Crompton Greaves

17 MS tubing & fittings Tata / Jindal / Prakash / BST / Zenith/ Sail

18 CI pipes, Centrifugally / Vertically cast Lanco Ind Ltd / Jindal Saw / Tata / Kejriwal

19 CI fittings Bir / Leader / Kesoram / Kirloskar / Magor /Upadhyaya / Kartar / Sant / Kapilansh

20 DI pipes & fittings Lanco Ind Ltd / Electro Steel / Electrotherm (India) /Jindal Saw / Truform

21 HDPE pipes Reliance / Finolex / Duraline/ Hitech / Diamond

22 Sluice / reflux / non return valves Kirloskar / Leader / Audco / Upadhyay / Ramco /ZOLOTO / Danfoss / Honeywell

23 Gate valves / Ball valves Zolota / Leader / Shakthi / Kirti

24 Pressure / temperature gauges FIEBIG / Guru / ZOLOTO / Danfoss / Honeywell

25 Water meters Dashmesh / Leader / Capstain / Kranti /HoneywellElster

26 Chloronome plants Mac / Capital / Patterson

27 Centrifugal / Submersible pumps Kirloskar / Beacon / KSB / Crompton Greaves / Jyoti/ Jhonson

28 Motors, electic Crompton Greaves / Kirloskar Electric / Beacon Weir/ ABB / GEC / Siemens

29 Motor Starters L & T / Siemens / MEI / Jyoti / Crompton Greaves /Bhartiya Cutlar Hammer

30 PVC / HDPE storage tanks Sintex / Polycon / Ashish Plast

31 Cables XLPE armoured (HT & LT) Incab / Polycab / CCI / Finolex / Nicco / Universal /Torrent / Ravin /KEI

32 Cable joint LT & HT Hot and ColdShrinkable

M-Seal / Denson / RayChem / Birla-3M /Mahindra

33 Steel tubular poles Electro Steel Product / Nidhi Poles / Singh Profile /Zenith Pole & Pile / India Electric Pole Mfg Co /Bansal

34 Transformers, distribution type step down/ up < 400 KVA

GEC / Voltamp / Bharat Bijilee / ABB / Pactil/Telawne / Cahors

35 Transformers, distribution type step down/ up > 400 KVA

Crompton Greaves / BHEL / Alstom / Kirloskar /Voltamp / Areva / Telawne / Cahors

36 Current & Potential Transformers (LT &HT)

Voltas / Jyoti / AE / IMP / Kappa / Siemens

37 Electrical instrumentation / measuringinstruments digital / Analog

MECO / AE / IMP / Enercon

38 MCCB & ACB L & T / General Electric Inc / Legrand / GE / Siemens/ Schneider / C & S / Areva / Kirloskar

39 VCB ABB / Alstom / Crompton Greaves / Siemens / GE

40 Street light / HPSV / HPMV light fittings &lamps

Philips / Crompton Greaves / Bajaj / Wipro / GE

41 Cable glands COMET / HMI / Dowells

42 Cable lugs Dowells / COMET / Bharat / Jhonson

43 Air break switches / HT isolators / Gangswitches

PACTIL / MEI / Atlas /ABB /C &S / L &T

44 Disc / Pin type procelain insulators Bengal Potteries Ltd. Kolkatta / WSI / BHEL / NGEFBangalore / Jayashree / Mysore porcelain / Jaipuria/ Southern insulators

45 Diesel Generating Set Engine Kirloskar Oil Engines / Cummins / Ruston Hornsby /Caterpillar / Greaves Ltd / Ashok Leyland/ Sterling

46 Alternators Kirloskar Electric / Crompton Greaves / Stamford /Alstom / Jyoti

47 Lightning arrestors WS Insulators / Oblum / Southern Insulators /Madras Procelin / BHEL / Elpro / Alstom/ OBO / JEF

48 ACSR conductor Indian Aluminium Ltd / CCI

49 Pre-stressed cement concrete poles Hindustan Pre-stressed Concrete Structures /Hindustan Prefab Ltd / Concepts Poles Aurangabad

50 LT control panel / feeder pillar box Factory made with CPRI test certificate / ABB /Schneider / Siemens / Areva / L&T / Schindler/ C&S

51 Solar lights Tata BP / BHEL / Havells /Tata solar power /VikramSolar /Waaree Solar

52 Transformer-Cast resin dry type Voltamp / Kirloskar / Areva / Siemens

53 PCC cable cover Mehtab tiles, Indore / Hind Mosaic Tiles, Ulpeta

54 Motorised valves Emtorque / Hasselhofner

55 PLC panel Integrated Control System / HT Process Control

LIST OF APPROVED MAKES(A) B/R ITEMS

Sl No. Items Makes

1 Factory made paneled shutters M/s Berar Timber Industries Pvt Ltd Valsad, Gujarat /M/s Pioneer Timber Projects, Chandigarh /M/s Goyal Bros. Goyal House, Ramkund, Raipur /M/s Betul Wood Products Pvt Ltd. Betul (M.P.) /M/s Egwood Electrical and General Industries, Secunderabad /M/s Prince Timbers, Jamnagar /M/s Arkay Doors (P) Ltd. New Delhi /M/s Mehta Seaschem Wood Industries Pvt Ltd, Bhavnagar /M/s Jain Doors Pvt Ltd, Kundli Industries Area, Distt. SonepetM/s Standard Doors, Jeedimetla, Hyderabad /M/S Wood & Composite wood products, Auto Nagar, Vizag

2 Factory made PVC door frames &shutters

M/s Sintex Industries Ltd. Kalol, Gujarat /M/s Rajshree Plastiwood Ltd, Indore /M/s Ercon Plastic Industries, Jodhpur

3 Wood based partitions Novopan / Bhutan Board / Green ply / Royal Touch

4 Dash-tru expansion fasteners Dash Fasteners Pvt Ltd. New Delhi and marketed by M/s MonTraders, Bombay

5 Rolling shutters and collapsible gates M/s Shaparia Dock and Steel Co Pvt Ltd /M/s Swastik Rolling shutters and Engineer Works /M/s Sentinal Rolling Shutters and Engineering Co. /M/s Shalimar Rolling Shutters /M/s Darshan Rolling Shutters, Panchvati, Nasik /M/s Ajanta Engineering Works, Pune /M/s Shiv Shakti Engineering, Pune

6 Steel windows, ventilators and doors(IS-1038)

Agew / Godrej Raymus / Behar Bobbin / Ishwar Industries

7 Pressed steel chowkats Ishwar Industries, Meerut Cantt / M/s Ajit India / Crystal AluminiteArchitectural Pvt Ltd, Pune

8 Aluminium doors / windows /ventilators

Associated Profiles & Aluminium Ltd / Deco Grill Make / Hindal Co/ Indal Co / Everrite / Jindal

9 Aluminium & Brass mongery JH Aluminium Pvt Ltd, Chennai / Mech (India) Industries, Delhi /Mohan Metal Industries, Delhi / SV Aluminium Industries, Chennai/ Satya Sai Allied Industries, Vishakhapatnam / Shalimar Classic

10 Gypsum based ceiling boards Gypsum board / Armstrong / Ramco / Bison / Saint Goben /Everest

11 Aluminium sections for false ceiling Jindal / Indal / Hindal Co / Techno / Saint Goben

12 Water proofing compound Pidilite Industries Ltd, Taloja, Raigad District /Super Aquacem (India) Ltd, New Delhi /Jayant Colour & Chemical Industries, Mumbai /Sico No. 1 /Impermo /MS Bauchemimic (India) Pvt Ltd

13 ERW pipes Jindal / Tata / SAIL

14 Venetian Blinds Trac / Kurlon / Mac / Marvel / Partex

15 Kitchen Chimneys Nirali

16 Mortice Locks Harrison / RP Lock Co, New Delhi / Godrej & Boyce Co Ltd, Mumbai

17 Hydraulic door closers Everrite / Prabhat / Everest / Universal / Jai Engineering / Godrej

18 Glass for glazing Modiguard / Saint-Gobain / Asahi

19 MS sheet Tata / Jindal / Sail

20 Aluminium sections Indal / Jindal / Everlite

21 Drapery rod Vista / Crown / Jindal / Ess Ess

22 Stainless steel sink Nirali / Neelkanth / Jayna

23 PVC water tanks Sintex / Polycon / Ashish Plast

24 CP Bib cocks / pillar cocks / fittings /mixer

Jaquar / Gem / Parko / Soma / Ess Ess / Zolota / Jhonson /Perryware

25 PVC toilet cabinet Commander / Jasmine

26 Mirror Atul / Kohinoor / Swastik / Golden Fish

27 Towel rail Crown / Jindalm / Ess Ess / Jaquar / Jhonson

28 Laminated sheets Sungloss / Formica / Sunmica / Hollywood / Royal Touch / GreenLam / New Mica

29 Putty Gold Mohar / Diamond Paints, New Delhi / UK Paint Industries,New Delhi

30 Particle board & pre-laminatedparticle board

Anchor / Kitply / Century / Diamond / Archidply / Novopan / Decoboard / Royal Touch / Green Lam / New Mica

31 Perforated filler boards M/s STP Ltd / SN Industries / M/s Tikitar

32 Pre-moulded non bituminous jointfiller boards

Elcon / DURA Board HD-100

33 Pre-moulded bituminous joint fillerboards

Tikitar Industries Ltd, Village Road, Bhandup (W) Mumbai / STP Ltd,Gurgaon / Capital Steel & Chemicals Ltd, Jaipur / Garlex Joint Fillerby M/s Garlick & Co Pvt Ltd, Bombay

34 Profile sheets Al Zinc coated Tata Bluescope Ltd / Zameel Steel Building India / Lloyd Insulations/ Kirby Building Systems

35 CI pipes (Centrifugal Cast & VerticalCast) and fittings

Electrosteel / Truform Techno Products, Nagpur / AnandCentrifugal Spun Pipes / Lanco

36 GI pipes Tata / Jindal / Zenith / Prakash / Oswal / Kalinga

37 PVC SWR pipes Kisan / Prince / Supreme / Sudhakar / Finolex

38 EWC, IWC, wash hand basin, urinalsand other vitreous china sanitaryware

Neycer / Hindustan Sanitary Ware / Parryware / Cera

39 Low level flushing cistern Commander (Champion) / Parryware (Slimline) / Cera / PrayagSleek

40 Seat and cover for WC Commander / Parryware / Cera / Necycer

41 Float glass / frosted glass Hindustan Pilkington Glass Works / Haryana Sheet Glass / ModiGuard / Saint Gobain / Asahi

42 Synthetic enamel paint Asain (Apcolite) / Shalimar (Superlac) / Berger (Luxol III) / Jenson &Nicholson (Broloc) / Nerolac

43 Cement based paint Super Snowcem / Durocem / Silvocem / Aquacem

44 Acrylic emulsion internal APEX from Asian paints / Weather Coat Smooth from Berger Paints/ Weather Shield Max Exterior Acrylic from ICI Dulux / Out Shine byNITCO paints / Nerolac EXCEL 100% Exterior Emulsion by GoodlassNerolac

45 Oil bound distemper Asian Paints "Tractor" Acrylic Distemper / Nerolac "BeautyPremium Acrylic Distemper / ICI "Maxilite Acrylic" Distemper / J &N "Jensolin" Acrylic Distemper / Berger "Bison" Acrylic Distemper

46 Cement tiles / terrazzo tiles M/s Bharat Tiles & Marble Pvt Ltd / M/s National Tiles & IndustriesPvt Ltd / M/s Nitco Tiles Pvt Ltd / M/s Nimco Tiles / M/s MetroTiles, Mumbai

47 Glazed earthern ware ceramic tiles(rectified (edge cut) tiles)

H & R Johnson Tiles / Neycer Tiles / Kajaria Tiles / Nitco Tiles / AGL

48 Acid resistant tiles H & R Johnson Tiles / Kajaria Tiles / AGL

49 Vitrified tiles H & R Johnson / Regency / Kajaria / Nitco / AGL

50 Interlocking tiles Nitco / Ultra / Eurocon / Durocrete / Mehtab Tiles / AGL

Notes:-

1. Items shall be considered whichever is applicable only

2. Materials to be incorporated in the work shall be superior/1st quality of the makesgiven above.

3 In case any make mentioned in the tender contract does not exist at the time ofpublication of tender or do not manufacturer any prescribed item as per CA, the saidmake shall be treated as Expunged and balance material mentioned in the contractshall only form part of the contract. No claim on this account shall not beadmissible/entertained



51 Chemical for anti-termite treatmentfor structure (Chloropyrifos) (20 EC)

Montari Industries Ltd, New Delhi / 4-H Clubs (India), Jammu /'TRISHUL' M/s Dara Chemicals Industries Ltd, New Delhi /'DURSBAN TC' manufactured by DENOCIL / M/s Kanonia Chemicals& Industries Ltd, PO Renukoot, Sonebhada (UP) / M/s IndiaPesticides Ltd, Lucknow (UP)

52 APP membrane Texas / STP / IWL / Tiki Asphalt / "Flexshield" from PidiliteIndustries Ltd, Mumbai

53 Polyurethene joints sealant andprimer / polysulphide sealants

COLPOR-200 by FOSROC Chemicals (India) Pvt Ltd / RALLITHANE-862 by Kommerling UK Ltd (STAG) / Pidiseal PS 41a/42p by Dr. Fixit

54 Bitumen (IS-73) Through refineries IOC / BPCL / HPCL

55 Polymer modified bitumen (PMB-40)(ETB)

Through refineries IOC / BPCL / HPCL

56 Hot applied thermo plastic roadmarking paint as per Clause 803.4 ofMOSRT & H

M/s Shivalik Prismo India Pvt Ltd, New Delhi / M/s Asian Paint(India) Ltd, New Delhi

57 Bituminous sealing compound,primer

M/s STP Ltd / SN Industries / M/s Tikitar

58 Epoxy resin, hardeners Hindustan Ciba Giegy / Lapox by M/s Atul Ltd / AGL / Saint Goben /Balendura

Appendix `D’

MATERIAL AND THEIR TESTS : RECOVERY RATES OF TESTING CHARGES

SlNo

Materials Test Method of testing Frequency of Test Levelof Test

Rate pertest

Rs. Ps.

Remarks

1. Bricks (i) Compressivestrength

IS-3495 (Part-II As per IS-5454 as given under À’ 180.00 Checks for visual anddimensionalcharacteristics shall alsobe carried out as perIS-5454.

(ii) Waterabsorption

IS-3495 (Part-II Lot size Samplesize

PermissibleNo ofdefectivebrick

À’ 150.00

3.9 FIRE PRECAUTIONS

3.9.1 The contractor, his agents,representatives workersetc, shall strictly observethe orders pertaining to fireprecautions prevailingwithin the restricted area

1001 to10000

05 0 À’ 180.00 Legend A-site lab.

3.9.2 Motor transport vehicles, ifany allowed by authoritiesto enter the restricted area

10001to

35000

10 0 B – Zonal lab.

must be fitted withserviceable fireextinguishers if so orderedby Station Headquarter,Dehu Road Cantt, Pune.

35001to

50000

15 01 C-National test house/SEMT wing Pune/EnggCollege

SlNo

Materials Test Method of testing Frequency of Test Level ofTest

Rate pertest

Rs. Ps.

Remarks

2. Coarseaggregate

(i) Sieve analysis IS-2386 (Part-I) One set for every 15 cum ofaggregates or part thereof brought tosite.

À’ 120.00

(ii) Flakiness Index IS-2386 (Part-I) One set for every 15 cum ofaggregates of part thereof brought tosite.

À’ 90.00

(iii) Estimation ofdeleteriousmaterials

IS-2386 (Part-I) One test for every 100 cum ofaggregates or part thereof brought tosite

À’ 120.00

(iv) Organicimpurities

IS-2386 (Part-I) One test per source of supply `C’ 120.00

(v) Moisturecontent

IS-2386 (Part-II) Regularly as required À’ 120.00

(vi) Specific gravity IS-2386 (Part-II) One test for each source of supply `B’ 120.00

SlNo


Rate pertest

Rs. Ps.

Remarks

3. Fineaggregate

(i) Sieve analysis IS-2386 (Part-I) One set for every 15 cum of FAor part when brought to site

À’ 180.00

(ii) Test for clay slitand impurities

IS-2386 (Part-I) One set for every 15 cum of FAor part when brought to site

À’ 90.00

(iii) Specific gravity IS-2386 (Part-II) One test for each source ofsupply

`B’ 180.00

(iv) Moisturecontent

IS-2386 (Part-II) Regularly as required subject to2 test/day when being used.

À’ 180.00

(v) Test for organicimpurities

IS-2386 (Part-II) One test for each source ofsupply

`C’ 180.00

SlNo


Rate pertest

Rs. Ps.

Remarks

4. StructuralConcrete(M-15grade andabove)

(i) Slump test orcompacting factortest or vee-beetime

IS-1199 As per IS `A’ 180.00 Rendom sampling shall becarried to cover all mixunits.

(ii) Compressivestrength

IS-516 The minimum frequency ofsampling of concrete of eachgrade shall be as under :-

Qty of concretein the work(Cubic Meter)

No of samples

01-05 01 `A’ 120.00 As per IS-456 clause 14 forfrequency at sampling

06-15 02

16-30 03

31-50 04

51 and above 04+01 foreach Addl 50cum or partthereof

5. (a) PCCBlock forwalling(HollowBlock)

(i) Compressivestrength

IS-2156 1984 (Appx`B’)

08 Blocks out of 14 À’ 60.00 Sample : 14 blocks fromconsignment of every5000 blocks or partthereof.(ii) Water

absorptionIS-2156 1984 (Appx`B’)

03 Blocks out of 14 `B’ 120.00

(iii) Density IS-2156 1984 (AppxÀ’)

03 Blocks out of 14 `B’ 90.00

SlNo


Rate pertest

Rs. Ps.

Remarks

(b) PCCsolid Blockfor walling

(i) Compressivestrength

IS-2185 12 Blocks out of 24 À’ 60.00 Sample : 24 blocks fromconsignment of every5000 blocks or partthereof. These blocksto be checked fordimension and weight.

(ii) Waterabsorption

IS-2185 03 Blocks out of 24 `B’ 120.00

(iii) Density IS-2185 03 Blocks out of 24 `B’ 120.00

(iv) Moisturemovement

IS-2185 03 Blocks out of 24

(v) Drying Shrinkage IS-2185 03 Blocks out of 24

6. CementFlooring

(i) Water absorption IS-1237 (Appx `D’) 06 tiles out of 18 `B’ 180.00 Sample of 18 tiles fromeach source of supply

Tiles/TerrazzoTiles

(ii) Wet transversestrength

IS-1237 (Appx `E’) 06 tiles out of 18 `B’ 144.00 selected at random

(iii) Resistance towear

IS-1237 (Appx `F’) 06 tiles out of 18 `C’ 540.00

SlNo


Rate pertest

Rs. Ps.

Remarks

7. Burnt clay roofing tiles(hand made) As per IS-2690 (Part-II)

Length

150mm to 250mm

Width

100mm to 200mm

Thickness

35mm to 50mm

(i) WaterAbsorption

IS-3495 (Part-II) 06 tiles out of 12 `B’ 216.00 Samples :- 12 tiles fromeach source of supplyselected at random.

(ii) Compressivestrength

IS-3495 (Part-II) 06 tiles out of 12 `A’ 180.00

8. Mangalore Patternroofing tiles

(i) WaterAbsorption

IS-654 (Appx `A’) 06 tiles out of 32 `B’ 180.00 Samples : 32 tiles fromeach consignment of 3000tiles or part thereof.These tiles shall bechecked for dimension.

(ii) Breaking Load IS-654 (Appx `C’) 06 tiles out of 32 `B’ 120.00

SlNo

Materials Test Method oftesting

Frequency of Test Levelof Test

Rate pertestRs. Ps.

Remarks

9. Timber (i) Specific gravityand weight

IS-1708 – 1960 Minimum 3 samples from a lotof 4 cum or 250 pieces ofseasoned timber

`B’ 120.00

(ii) Moisturecontent

IS-1708 – 1960 Minimum 3 samples from a lotof 4 cum or 250 pieces ofseasoned timber

`A’ 120.00

10. Water forconstructionpurposes

(i) Test for Acidity IS-456 & 3015 Once at the stage of approvalof source of water

`B’ 240.00 Also refer clause 4.2 of IS-456 and its subsequentsub clauses regardingsuitability of water(ii) Test for

alkalinityIS-456 & 3015 `B’ 240.00

(iii) Test for solidcontent

IS-456 & 3015 `C’ 300.00

11. Welding of Visual inspection IS-822-1970 100% by visual inspection Work 360.00 Specialized tests theirmethod and frequency to

steel work test clause 7.1 site be decided onconsideration of theirimportance by theAccepting Officer

SlNo


Rate pertest

Rs. Ps.

Remarks

12. Timberpaneled andglazed Door,Window andshutters(includingFactory madeshutters)

(a) Dimensions,sizes workmanshipand finish

IS-1003 – 1977 (Part-I)

Frequency of sampling from eachlot shall be as under :-

Lot size Sample size

26 to 50 05

51 to 100 08

101 to 150 13

151 to 300 20

301 to 500 32

501 to 1000 50

1001 and above 80

(b) Strength test

(i) Slamming IS-1303-1990 From the each lot 5% of the factorymade shutters shall bemanufacture tested for strengthtests.

(ii) Impactindentation

IS-1303-1990

(iii) Shock resistance IS-1303-1990

(iv) Edge loading IS-1303-1990

Sl No Materials Test Method of testing Frequency of Test Level of Test Rate pertest

Rs. Ps.

Remarks

13. Plywood (IS-303-1989)

(a) Moisturecontent

IS-1734 – 1983 (Part-I) Six test pieces cut from each ofthe boards selected as per tableshall be subjected to tests.

`B’ 240.00 Samplingshall beas per IS-7835-1975Tables.

14. Veneeredwood particleboard(medium

(a) Density IS-635 (Part-I) Three test specimens from eachsample (size 150mm x 75mm)

`C’ 60.00 Samplingshall be aas per IS-3487-83(b) Moisture IS-635 (Part-I) Three test specimens from each `A’ & `B’ 60.00

density) IS-3097-1985)

content sample (size 150mm x 75mm) withmoisture.

(c) Waterabsorption

IS-635 (Part-XVI) Three test specimens from eachsample (size 300mm x 300mm)

À’ 60.00

(d) Swelling dueto surfaceabsorption

IS-635 (Part-XVII) Three test specimens from eachsample (size 125mm x 100mm)

À’ 60.00

(e) Swelling inwater

IS-635 (Part-XVII) Three test specimens from eachsample (size 200mm x 100mm)

À’ 60.00

(f) Modulus ofrupture

IS-635 (Part-IV) Three test specimens as per IS-2380-77

`B’ 90.00

(g) Screwwithdrawalstrength

IS-635 (Part-IV) Three test specimens as per IS-2385

`C’ 120.00

Sr.No. Item Description Quantity Unit

RATE(In Figures To be enteredby the Bidder) PER UNIT

inRs Ps

TOTALAMOUNT

INRs Ps

TOTAL AMOUNTIn Words in

Rs Ps

1 2 3 4 5 6 7

1

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. Or for shafts, wells,cesspits, manholes, pier holes, etc. N exc 10 sq m onplan and n exc 1.5 m in depth and getting outin loosesoil complete all as specified.

2,175.20 CubicMeter

2

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. Or for shafts, wells,cesspits, manholes, pier holes, etc. N exc 10 sq m onplan and n exc 1.5 m in depth and getting out inhard/dense soil complete all as specified

528.00 CubicMeter

3

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells,cesspits, manholes, pier holes, etc. n exc 10 sq m onplan and n exc 1.5 m in depth and getting out

1.00 CubicMeter

4Dismentling doors and windows with frames andstacking the materials as directed with all leads, liftscomplete.

521.00 Each

SCHEDULE ABILL OF QUANTITIES

(TO BE FILLED OUT AND SUBMITTED UNDER SEPARATE SEALED ENVELOPE WITH CLEARLY MARKED ENVELOPE No. II ONTOP OF ENVELOPE. ALSO PLEASE SEAL & SIGN EACH PAGE OF BILL OF QUANTITIES)

Tender Inviting Authority: Station Commander, Station Headquarter, Dehu Road Cantt, Pune 412101

Name of Work: PROVIDING FAST TRACK ENGINEERING, PROCUREMENT AND CONSTRUCTION (EPC) WORKS SERVICES FOR REPAIRS& RENOVATION TO EXISTING BUILDINGS OF ARMY LAW COLLEGE, KANHE, TALUKA MAVAL, DISTRICT PUNE

Contract No.

Bidder Name:

5

Dismentling Concrete including stacking the spoils asdirected with all leads, lifts complete. (Concrete of anydescription and in any position not otherwise specificallyprovided for)

105.90 CubicMeter

6

Dismentling A.C. sheet roofing including purlins,principal rafters etc. including sorting serviceable andunserviceable materials, stacking the same as andwhere directed in the compoundall as specified complete.

1,976.16 SquareMeter

7Dismantling of cast iron or reinforced concrete drainpipes, jointed in cement mortar and taking out oftrenches,complete all as specified.

397.45 RunningMeter

8Dismantling brick masonry in lime or cement mortar andstacking the materials as directed with 50m leads, liftscomplete.

5.04 CubicMeter

9Taking down cement or lime plaster including disposingof the spoils as directed with 50m leads, lifts complete. 1,168.69 Square

Meter

10

Material and labour for situ, cement concrete in M-10(1:3:6) of trap/ granite/ quartzite/ gneiss metal forfoundation and bedding including bailing out water,formwork, compacting and curing complete With Crushsand complete all as specified and as directed.

104.56 CubicMeter

11

Material and labour for situ cement concrete in M15(1:2:4)of trap/ granite/quartzite/gneiss metal for stepsincluding steel centering, plywood/steel formwork,compacting, roughening them if special finish is to beprovided, finishing uneven and honeycombed surfaceand curing complete. The Cement Mortar 1:3 plaster isconsidered for rendering uneven and honeycombedsurface, only. Newly laid concrete shall be covered bygunny bag, plastic, tarpaulin etc. (Wooden centering willnot be allowed.), With Crush sand complete all asspecified &as directed.

132.00 CubicMeter

12

Material and labour for uncoursed rubble masonry oftrap / granite / quartzite / gneiss stones in cement mortar1:6 in superstructure including racking out joints whenplastering is to be done / striking joints when noplastering is to be done on inside watering complete allas specified and as directed.

1,300.00 CubicMeter

13

Material and labour for second class Burnt Brickmasonry with conventional/ I.S. type bricks in cementmortar 1:6 in Superstructure including striking jointsraking out joints watering and scaffolding Complete allas specified & as directed.

120.00 CubicMeter

14

Material and labour for sand faced plaster externally Incement mortar using approved screened sand, in allpositions including base coat of 15mm thick in C.M. 1:4using waterproofing compound at 1 kg.per cement bagcuring the same for not less than 2 days and keepingthe surface of the base coat rough to receive the sandfaced treatment 6 to 8mm thick in C.M. 1:4 finishing thesurface by taking out grains and curing for fourteen daysscaf-folding complete.

422.83 SquareMeter

15

Material and labour for internal cement plaster 12mmthick in two coats in cement mortar 1:4 without neerufinish, to concrete, brick surface, in all positionsincluding scaffolding and curing all as specified & asdirected.


16

Material and labour for gypsum plaster ( with Gypsummaterial of Gypsum India / Mega Sign make ) finishingwith gypsum material in 10 to 13 millimeter thickness topreviously plastered surface / or on newly brick surface (Excluding rough cast plaster ) in all position includingpreparing and Finishing the surface scaffolding complete all as specified & as directed.


17

Material and labour for vitrified stone effect finish tiles ofRAK/Kajaria/ Nitco/ make having size 590 to 605 mm x590 to 605 mm of 10 mm thickness and confirming to IS.15622-2006 (Group Bla) of approved make, shade andpattern for flooring in required position laid over20mmthick bed 1:4 cement mortar including required positionlaid on a bed of 1:4 cement mortar including neatcement slurry, filling joints, curing and cleaning completea) Flooring all as specified & as directed.


18

Material and labour for vitrified stone effect finish tiles ofRAK/ Kajaria/ Nitco/ make having size 590 to 605 mm x590 to 605 mm of 10 mm thickness and confirming to IS.15622-2006 (Group Bla) of approved make, shade andpattern for flooring in required position laid on a bed of1:4 cement mortar including required position laid on a15mm bed of 1:4 cement mortarincluding neat cementslurry, filling joints, curign and cleaning complete. b)Skirting all as specified & as directed.

172.23 SquareMeter

19

Material and labour for Antiskid Ceramic tiles ofapproved quality of company RAK / Kajaria / Nitco /make of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in requiredposition laid on a bed of 1:4 cement mortar includingcement slurry, filling joint with cement slurry cleaningcuring complete all as specified & as directed.

235.30 SquareMeter

20

Material and labour for ceramic tiles of RAK/ Kajaria /Nitco make having size 30 cm. x 60 cm. for dado andskirting in required position and including a backing coatplaster of 10mm with 1:3 cement mortar including jointfilling with white/ colour cement slurry cleaning curingcomplete all as specified & as directed.


21

Providing, fabricating and erecting at site of work thetubular steel structure (shed) as per standard designand specifications having various spans in betweentrusses and in multiples of standard length of bays asspecified as per standard specifications, inclusive of costof steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, base plates, nuts and bolts,welding wherever required etc. as per detailed drawinginclusive of one coat of anticorrosive paint and two coatsof oil painting of approved quality and shade etc.complete. Spec. No. : As directed by Engineer-in-charge.

20.50 MetricTonne

22Material and labour for flush grooved pointing withcement mortar 1:3 for stone masonry work includingscaffolding and curing complete.


23

Material and labour for machine cut machine polished 18mm to 20 mm thick telephone black / Amba White / Catbary brown / RBI red / Ocean Brown granite stone forFlooring of approved colour and shade with roundedmoulding and three grooved line for the treads with &including screed bed 15mm thick 1:4 Cement mortarincluding float filling joints with neat cement slurry curingpolishing and cleaning complete all as specified & asdirected.

249.87 SquareMeter

24

Material and labour for telephone black / Amba White /Cadburybrown / Ruby red / Ocean Brown granite stoneof 18 to 20 mm thick for door frame/ dado/ windowboxing with & including backing coatof 10mm thick C.M.1:3 including filling joints with polymer base filler nosingthe sharp edges wherever necessary, curing, complete.

668.96 SquareMeter

25

Material and labour for kitchen platfom made up from 30mm thick and 75 cm high vertical support for kadppa at1 m. c/c of 25 mm thick both side polished kadappamiddle shelf and bottom of 20 mm thick one sidepolished kadappa with facia patti of 20 x 50 mmkadappa including all material labour cutting fixing withcement mortar and araldite curing polishing andcleaning complete all as specified & as directed.

42.44 SquareMeter

26

Material and labour for stainless steel sink of size 600 x510 x 200 mm of Nirali make incluidng coupling, outletpipe, elbow and other necessary fitting, finishingcomplete all as specified & as directed.

13.00 Each

27

Material and labour for water proofing treatment usingacrylic polymer modified cement based water proofingcoating with fibre glass mesh mixing at the rate ofpowder to liquid (2:1) by weight covering 9 to 10 sqm /kgwith two coat using Dr. Fixit or alike of chemicals formasonry and concrete surface by brush covering 10years guarantee on Stamp Papers complete.


28

Material and labour forwater proof bedding for flooring ofBath and WC 25 mm thick in C.M. 1:3 including usingapproved water proofing compound in specifiedproportion as per manufacturers specifications for perbag of cement including leveling, curing and covering 10years guarantee on court fee stamp paper of Rs.500/-including ponding test all as specified & as directed.

289.57 SquareMeter

29

Material and labour for two coats of oil bound distemperasian make of approved colour and shade to internal /external plastered surfaces including cleaning andpreparing the surface (excluding primer coat) etc.complete.(Providing and applying primer coat for wallsurface to receive all as specified & as directed.

554.39 SquareMeter

30 Material and labour for 10 cm PVC nahani trap withgrating complete. 185.00 Each

31

Material and labour for 15cm x 10cm salt glazedstoneware gully trap in cement concrete 1:4:8 outsidethe building including cast iron grating in the sink,connecting glazed stoneware pipe, brick masonrychamber with cast iron lid and cast iron grating for thegully trap all as specified & as directed.

30.00 Each

32

Material and labour for on walls/ ceiling/ floor 15 mm dia.CPVC concealed pipe with necessary fittings, remakinggood the demolished portion complete all as specified &as directed.

981.64 RunningMeter

33

Material and labour for on walls/ ceiling/ floor 25 mm dia.CPVC concealed pipe with necessary fittings, remakinggood the demolished portion complete all as specified &as directed.

790.29 RunningMeter

34

Material and labour for on walls /ceiling/ floor 40 mm dia.CPVC concealed pipe with necessary fittings, remakinggood the demolished portion complete all as specified &as directed.

1,709.00 RunningMeter

35

Material and labour for European type wallhung whitewater closet of Paryware / Hindware with push valveconcealed type with cover plate 32mm size or flush tankcistern of JAQUAR MAKE SERIES FLV1095 includingsoil pipe ,vent pipe up to outside face of wall ,100mmdia. G.I. plug bend inlet pipe all fittings, cutting& makinggood walls, floors complete.

63.00 Each

36 Material and labour for Core cutting outlet 150 mm 108.00 Each37 Material and labour for Core cutting outlet 50 mm 86.00 Each

38

Material and labour for false ceiling with eco-friendlylight-weight calcium silicate tiles of spintone surfacetexture aerolite / hylux make of size 595mm x 595mmhaving 15mm thick densified micro look edge and 100%humidity resistance incombustible as per BS 46part IVand thermal conductivity 0.043 w/m 0 KC and NRC 0.50placed in true horizontal level suspended grid of size600x600mm made from hot dipped G.I. steel sectionsion silhouette profile, rotary stitched double webbedwhite with 6mm reveal profile (white/black), wherein,main T runner of size 42mmx14mm between main tee600mm center-tocenter and secondary cross T of size33x14x0.43mm thick of length 600mm long spaced inter-locked at middle of the first crossed T in each panel toform grid of 1200mmx600mm resting on periphery wallProfile wall section 19mm (7+7) x19mmx0.40thicknesses and laying false ceiling forservices like diffusers grills including cutting, makingopening for light fittings, fixtures, , smoke detectors allas specified & as directed.


39

Material and labour for false ceiling of 10 to 12 mm thickdecorative boards of fibrous plaster of paris includingscaffolding if necessary all architectural work likemouldings, cornices, coves, domes, cups as per detaileddrawings and three coats of spray painting to boardsetc. complete. (excluding frame work, runners and mildsteel suspenders).

238.59 SquareMeter

40

Material and labour for frame work of anodisedaluminium sections for suspended false ceilingconsisting of aluminium T 50 mm x 40 mm weighing0.39 kg/m. at 60 cms c/c and fixed with ( 15 x 15 mm)flanges weighing 0.119 kg/m suspended on 6 mm dia.mild steel rod weighing 0.22 kg/m fixed on wall andbeams including rounding of the edges with aluminium Tof 50 mm x 40 mm weighing 0.39 kg/m etc. including alllabour etc. complete.

10.00 SquareMeter

41

Material and labour for frame work of galvanised iron forsuspended false ceiling which includes galvanised ironperimeter channels of size 27 mm and 0.5 mm thickhaving one flange of 20 mm and another of 30 mmalong with perimeter of the ceiling, fixing in brick wall /partition with the help of rawal plugs and screws,suspending galvenised iron intermediate channels ofsize 45 mm and 0.9 mm thick with two flanges of 15 mmeach from the soffit at 1200 mm centers with steelgalvanised iron hanger of width 25 mm x 0.5 mmfasteners, ceiling section of 0.5 mm thickness havingcurved wedge of 51.5 mm and two flanges of 26 mmeach with lips of 10.5 mm fixed to the intermediatechannel with the help of connecting clips and in directionperpendicular to the intermediate channel at 450 mmcenters, 12.5 mm dry walls screws at 230 mm centers;fixing screws mechanically either with screw driver ordrilling machine with suitable attachment etc. complete.

10.00 SquareMeter

42

Material and labour for pearl/ luster finish paint ofapproved colour and shade to the existing plastersurface including preparing the surface over & includinga coat o, applying the acrylic wall putti completeall asspecified & as directed.


43

Material and labour for 100 mm dia P.V.C. soilvent/waste pipe and with necessary fixtures and fittingsuch as bends, tees, single junctions, slotted vent,clamps . complete.

325.00 RunningMeter

44

Material and labour for P.V.C pipe of 75mm dia. withfittings such as bends, tees, reducers, clamps, etc.including necessary excavation, trench filling complete. 231.00 Running

Meter

45

Material and labour valley gutter of 22 B.W.G (0.8mm)plain galvanised iron sheets with necessary supportingarrangmetns complete as directed and as specified. 521.16 Running

Meter

46

Material and labour for P.V.C. Rain water pipes of160mm outer diameter and having wall thickness of 2.2to 2.7 mm confirming to I.S. 13592-1992 includingproper rainwater receiving recess with P.V.C. plug,bend, necessary fittings, such as, offsets, shoes,inluding fixing the pipe on wall using approved woodencleats projecting 25mm to 40mm from face of wall afixing with clips of approved quality and number ,filingthe joint using rubber gasket with solvent cement andproperly resting the shoe of pipes on C.C. or masonryblocks, including necessary scaffolding andmaintenance for 3 yrs for any leakages or dislocations ofpipes. All the P.V.C. fittings and additional 2 piecesocket clips shall be got approved from engineer incharge etc. complete. (The contractor shall give 3 yrsguarantee bond for payment)

460.00 RunningMeter

47

Material and labour for C.P.Two way BIB cock jaquarmake continental (CAT.NO. CON-041) includingnecessary sockets/union nut etc. complete all asspecified & as directed.

63.00 Each

48

Material and labour for Health Faucet with long flexibletube with wall hook Jaquar Make Series ALD-573including all accessories etc. complete all as specified &as directed.

63.00 Each

49

Material and labour for oval type under counter washhand basin of 16 inch x 22 inch size and of specialcolour shade having telephonic black / coloured graniteof 18 mm thick stone black kadappa frameworkincluding chromium plated coupling bottle - Trap usingCERA company oval typa wash basin model no 3448 asper detailed drawing or as directed by engg inchargecomplete.

68.00 Each

50

Material and labour for Brick Masonry InspectionChamber 60cm x 45cm x 90cm including 1:4:8 cementconcrete foundation 1:2:4 cement concrete channelshalf round S.G.S.W. pipes, Brick Masonry, 10mm thickin C.M. 1:4 plastering from inside and with frame fixedin cement concrete complete with R.C.C. Cover.

25.00 Each

51

Material and labour for Brick Masonry InspectionChamber 90cm x 45cm x 90cm including 1:4:8 cementconcrete foundation 1:2:4 cement concrete channelshalf round S.G.S.W.pipes, Brick Masonry,10mm thick inC.M. 1:4 plastering from inside and with frame fixed incement concrete with R.C.C. Cover.

25.00 Each

52Material and labour for 450mm x 550mm size superiortype Belgium mirror with 16mm dia. nickel plated towelrod complete all as specified.

68.00 Each

53 Material and labour for C.P. towel rail 24" Jaquar makecontinental (CAT NO. CAN 1111N) 55.00 Each

54

Material and labour for C.P. wall mixer with provision foroverhead shower with 115mm long bend pipe & wallflange jaquar make continental (CAT.NO. CON273UPR) including necessary sockets/union nut complete.

55.00 Each

55Material and labour for screw down 15 mm dia. wheeledstop cock of brass including necessary sockets/unionnut complete

30.00 Each

56Material and labour for screw down for 25 mm dia.wheeled cock tap of brass including necessarysockets/union nut complete.

35.00 Each

57Material and labour for screw down for 40 mm dia.wheeled stop clock of brass including necessarysockets/union nut complete.

40.00 Each

58

Material and labour for C.P. Angular stop clock with wallflange Jaquar make continental (CAT.NO. CON-059)including necessary sockets/union nut complete. 171.00 Each

59

Material and labour for White glazed with bottle trapearthenware Wash Hand Basin of 55x40 cm sizeincluding cold water piller taps, brackets, rubber plugsand brass chain, stop tap, chromium plate bottle trapand necessary pipe connections including UPAC wastepipe and trap upto the outside face of the wall, makinggood the damaged surface, testing complete. (BRAND -HINDWARE/ JOHNSON/PARRYWARE/ VIENA/AMERICAN STANDARiv)

20.00 Each

60

Material and labour for position powder coatedaluminium louvered windows / ventilator of various sizeswith powder coating as per detailed drawing andspecifications including aluminium frames 80 x 38 mm x1.22 mm box type, 5 mm thick sheet glass louvers, ofapproved quality etc. complete as specified & asdirected.

36.03 SquareMeter

61

Material and labour for factory made 34 mm thickmoulded door shutter consisting of solid core single leafflush door of 30 mm thickness lipped with 15 mm ( 5mmx 3) thick x 30 mm width on one style and top rail and 10mm (5mm x 2) thick x 30 mm width on other style andbottom rails. The inner panels laminated with 2 mm thicktermite proof, water proof and fire resistant mouldedPVC sheet with 2,4,6 design in different plain and /orprelim colours on one side after routing the mouldeddesign on flush doors and 2 mm plain and /or pre lamPVC on other side using rubber adhesive on flush doorand solvent cement adhesive on the PVC lipping etc. asper direction of Engineer in charge and manufacturersspecification and drawing complete.

171.07 SquareMeter

62

Material and labour for solid core flush door shutter insingle leaf 32 mm thick decorative type of exterior gradeas per detailed drawings approved face veneers 3 mmthick on both faces or as directed, all necessary beads,mouldings and lipping, wrought iron hold fasts,chromium plated fixtures and fastenings, with brassmortise lock, chromium plated handles on both sides,and finishing with French Polish complete.

252.84 SquareMeter

63

Material and labour for 15 mm diameter water meter withnon return valve with water meter chamber 100 cm. x 50cm. size of brick work in cement mortar 1:6, 23 cm thickon the bed of cement concrete 1:4:8, 15 cm thick withnecessary excavation in all strata, 20 mm cementplaster 1:3 proportion, cast iron frame and cover andlocking arrangement with M.S. flat and locking includingthree coats of oil paint of approved quality to cast ironframe and cover and strainer, testing complete.

12.00 Each

64

Infill Wall System - 86milimeter thicknessSupply and Installation of SHERA infill wall system withseamless finish using fibre cement board of SHERAmake (External Grade) of dimension 1220 milimeter X2440 milimeter x 8 milimeter with GI frame section ofsize 70 milimeter X34 milimeter X0.6milimeter and GItrack of 72 milimeter X34 meilimeterX0.6 milimeter. Fordetails refer to Specifications. The rate shall be inclusiveof all labour, material, scaffolding, wastage,transportation, taxes including GST, including all leads,lifts at all levels and shall be as directed by Engineer incharge.

590.00 SquareMeter

65 Elastometric Waterproof Tech Guard System Paint (External Epoxy Paint) 5,500.00 Square

Meter

66

Material and labour for concrete pipes of NP-2 class of150mm diameter in proper line, level and slope includingnecessary collars, laying, fixing with collars in cementmortar 1:1 and refilling the trench complete.

210.00 RunningMeter

67

Material and labour for white glazed earthenware lippedflat back/corner type Urinal of hindware/ perrywaremake with PVC 5 liters flushing cistern with fittings, inletpipe with stop tap, brackets for fixing the cistern, 32 mmdiameter P.V.C. flush pipe with fitting including lead soilpipe, lead trap & soil pipe connection up to the outsideface of wall.

4.00 Each

68

Removing cement tiles, or marble or polished shahabadfloor or dado without bed concrete including stacking thematerials as directed with 50 m leads,and 1.5m lifts,complete.


69

Material and labour for colour coated Zincaluminium( R )AZ150 ( min 150 gms/sq.mt. total on each side ) profiledsheets for roofing. The feed material is manufacturedout of nominal 0.45 mm Base Metal Thickness ( BMT )(0.5 mm TCT ), Hi-strength steel with min.550 MPa yieldstrength, metallic hot dip coated withAluminium-Zincalloy (55% aluminiumm 43.4% zinc 1.6% silicon) withCOLORBOND ( R ) steel quality super durable polysterpaint coat ( with inorganic pigment). The paint shall havea total coating thickness of nominal 35 mm, comprisingof nominal 25mmexterior coat on top surface andnominal 10 um reverse coat on back surface. Profilesheet shall have nom. 950-1050 mm effective coverwidth and nominal 25-30 mm deep ribs with subletsquare fluting in the five pan at nominal 180-250mmcenter-to-center. The end rib shall be designed foranti-capacity groove. & return leg. The feed materialshould have coil manufacturers product details marked aregular interval. including fasteners with min. fastenedwith min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52kg/sqm) 301 mm to 600 mm girth (Surface Width).

146.30 RunningMeter

70 Removing excavated material exc. 1.50 km but n exc. 5km and depositing where directed 460.75 Cubic

Meter

71

Material and labour for 100 mm dia. chromium platedbrass showers rose to 15mm dia. supply pipe includingnecessary bend and socket complete. 55.00 Each

72

Material and labour for washable oil bound distemper ofapproved colour and shade to old & new surfaces in twocoats including over a coat of primer as permanufacture instructions complete all as specified & asdirected.

692.99 SquareMeter

73

Material and labour for machine cut mirror polished 18mm to 20mm thick telephone black granite / AmbaWhite / Cat bary brown / RBI red / Ocean Brown granitestone partition with rounding the edges complete . Bothside polish including the cement slurry required forfixing.

2.40 SquareMeter

74

Material and labour for Machine cut mirror polished 18mm to 20 mm thick telephone black / Amba White / Catbary brown / RBI red / Ocean Brown granite stonepartition with rounding the edges complete. One sidepolish including the cement slurry required for fixing.

37.27 SquareMeter

75

Material and labour for colour coated Zincalume ( R )AZ150 ( min 150 gms/sq.mt. total on each side ) profiledsheets for roofing. The feed material is manufacturedout of nominal 0.45 mm Base Metal Thickness ( BMT )(0.5 mm TCT ), Hi-strength steel with min.550 MPa yieldstrength, metallic hot dip coated with Aluminium-Zincalloy (55% aluminium 43.4% zinc 1.6% silicon) withCOLORBOND ( R ) steel quality super durable polyesterpaint coat ( with inorganic pigment). The paint shall havea total coating thickness of nominal 35 um, comprisingof nominal 25 um exterior coat on top surface andnominal 10 um reverse coat on back surface. Profilesheet shall have nom. 950-1050 mm effective coverwidth and nominal 25-30 mm deep ribs with subtlesquare fluting in the five pan at nominal 180-250 mmcenter-to-center. The end rib shall be designed foranticapillary groove. and return leg. The feed materialshould have coil manufacturers product details marked aregular interval. Including fasteners with min. fastenedwith min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw complete. (weight of profile 4.52 kg/sqm)


76

Material and labour for in position (as per 1868 / 1982)Aluminium sliding window of three tracks withrectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637kg/Rmt. with window frame bottom track section 92 x31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and sidetrack section 92 x 31.75 x 1.30 mm at weight 0.933kg/Rmt. The shutter should be of bearing bottom 40 x 18x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handleand top section 40 x 18 x 1.25 mm at weight o.417kg/Rmt. As per detailed drawings and as directed byEngineer-in-charge with all necessary Aluminiumsections fixtures and fastenings such as roller bearing innylon casting and self locking catch fitted in verticalsection of shutter including 5 mm thick plain glass andaluminium mosquito net shutter with stainless steel jailwith all required screws and nuts complete. With powdercoating without box

243.14 SquareMeter

77

Material and labour for cement based water proofingtreatment to terraces (Indian water proofing or alike) withbrick bats laid in required slope to drain the water forany span after cleaning the base surface. Applying acoat of cement slurry admixed with approved waterproofing compound and laying the brick bats on bottomlayer in C.M.1:5 admixed with approved water proofingcompound filling up to half depth of brick bats, curingthis layer for 3 days, applying cement slurry over thislayer joints of brick bats with C.M.1:3 admixed withapproved water proofing compound and finally topfinishing with average 20 mm. thick layers of samemortar added with jute fiber at 1 Kg per bag includingfinishing the surface smooth with cement slurry admixedwith approved water proofing compound. Markingfinished surface with false squares of 300mm x 300 mm.making the junctions at the parapet rounded andtapered top for required height, with drip mould at thejunction of plaster and parapet and curing and covering10 years Guarantee against leakproofness on Court feestamp paper of Rs. 500/- including ponding testcomplete.

321.11 SquareMeter

78 Material and labour for 25 mm Flush Valve For Camode 63.00 Each

79 Material and labour for commissioning PackagedSewage Treatment plant of designed capacity 1.00 Each

80 Material and labour forcommissioning Packaged WaterTreatment Plant of designed capacity 1.00 Each

81

Laying 15cm. to 23 cm. trap/ granite/ quartzite/ gneissrubble soling including hand packing with rubble chipscomplete excluding cost of material Spec : MORTH 313 250.00 Cubic

Meter

82Material and labour for dry rubble stone pitching 23cm.(about 9 inch) thick. complete. Spec : MORTH 306 10.00 Square

Meter

83

Construction of granular sub-base by providing closegraded material, spreading in uniform layers with motorgrader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withvibratory roller to achieve the desired density, completeas per clause 401 -- By Mix in Place Method andGrading - I Material Spec : M.O.R.T & H - 401

10.00 CubicMeter

84

Construction of granular sub-base by providing closegraded material, spreading in uniform layers with motorgrader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withvibratory roller to achieve the desired density, completeas per clause 401 -- By Mix in Place Method andGradeIIMaterial. Spec : M.O.R.T & H - 401

10.00 CubicMeter

85

Seal Coat (Providing and laying seal coat sealing thevoids in a bituminous surface laid to the specified leveland cross fall using Type A seal coats using 60/70 bulkbitumen. Spec : M.O.R.T & H - 513

25.00 SquareMeter

86

Providing and casting in situ or precast tapering R.C.C.1:2:4 Kerbs type-II as per Drg. No. 13 dt. 20-4-79,tapering (9 inch x 6 inch) both side embedded 6 inchbelow ground level finished neatly with C.M. 1:2 with 4Nos. 6mm and bars 6mm and strips at 18 inch C/csetting the same in C.M. 1:2, painting the exposedsurface of the kerbs with 2 coats of road marking paintof approved quality and colour including the requiredexcavation in any strata and removing the excavatedstuff any where in city and redoing the surface asspecified and directed for single line dividers. Spec :MORTH 409

50.00 RunningMeter

87

BITUMINOUS MACADAM:--Providing and layingbituminous macadam using crushed aggregate ofspecified grading premixed with bituminousbinder,transported at site with VTS, laid over apreviously prepared surface , finished to the requiredgrade, level, alignment, and rolling to achieve thedesired density for 50/75 mm compacted thickness withdrum mix type hot mix plant, With Sensor paver, andVibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade 3.40% Spec : As per MORTHspecification Fifth Edition Clause No.504 and IRC-SP-97-2013

20.00 CubicMeter

88

Material and labour forer ecting chain link fencing 1.6 M.height with G.I. chain link of size 50 x 50 mm 8 guagethick and fixed 75 mm above Ground level vertical M.SAngle of 40 x 40 x 6 mm size embedded in C.C. block of1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M.c/c withiron bar 16 mm dia as hold fast including welding linkwith angle frame at 30 cm c/c nuts and bolts andhorizontal M.S. Angles at top and bottom of 25 x 25 x 5mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mmhorizontal including cross support of 40 x 40 x 6 mmAngles both sides at every corner or bends embedded inconcrete blocks of 1:4:8 of size 450 x 450 x 670 mmincluding 3 coats of oil paintingcomplete. Spec : Asdirected by Engineer In Charge

10.00 RunningMeter

89

OPEN GRADED PREMIX SURFACING:-- Material andlabour for OGC 20 mm thickness composed of 13.2 mmto 5.6 mm crushed aggregate premixed with bituminousbinder,transported at site with VTS, laid over apreviously prepared surface ,including A type seal coat ,finished to the required grade ,level, alignment, androlling to achieve the desired density with drum mix typehot mix plant without With Ordinary paver,and Vibratoryroller excluding prime/Tack coat etc.complete --BitumenVG-30 grade Spec : As per MORTH specification FifthEdition Clause No.507 and IRC-SP-97-2013

10.00 SquareMeter

90

Material and labour for tack coat on the preparedsurface heating by fames in Boiler and spraying bitumenset footed in bitumen boller on B.T. surface 2.5 kg/10sqm.VG-30 bulk bitumen

5.00SquareMeter

91

Prime coat - Providing and applying primer coat withbitumen emulsion on prepared surface of granular Baseincluding cleaning of road surface and spraying, primerat the rate of 0.60 kg/sqm using mechanical means.

5.00

SquareMeter

92

Material and labour for standard lengths 160 millimeter(OD) SN8 Polyethylene (PE) Pipes for non pressureunderground drainage and sewerage with smoothinternal and corrugated (profiled) external surface withanti rodent property conforming to Indian StandardOrganization-21138-3:2007 (D-REX pipe of RexPolyextrusion) with necessary jointing material likemechanical connectors, i.e. thread/ insert joint/quickrelease coupler joint/ compression fitting joint or flangedjoint, including all taxes, transportation and freightcharges, inspection charges, loading / unloadingcharges, conveyance to the departmental stores/siteand stacking the same in closed shade duly protectingfrom sunrays and rains, etc. complete . Also includeslowering, laying and jointing High Density PloyethyleneDouble Wall Corrugated Pipes for non pressureUnderground drainage and Sewerage applications andspecials of following class and diameter including cost ofconveyance from stores to site of works including cost ofall labour, material except O ring coupler givingsatisfactory hydraulic testing as per relevant IndianStandard Organization complete

50.00 RunningMeter

93

Material and labour for standard lengths (Class SN8)200 millimeter (OD) Polyethylene (PE) Pipes for nonpressure underground drainage and sewerage withsmooth internal and corrugated (profiled) externalsurface with anti rodent property conforming to IndianStandard Organization-21138-3:2007 (D-REX pipe ofRex Polyextrusion) with necessary jointing material likemechanical connectors, i.e. thread/ insert joint/quickrelease coupler joint/ compression fitting joint or flangedjoint, including all taxes, transportation and freightcharges, inspection charges, loading / unloadingcharges, conveyance to the departmental stores/siteand stacking the same in closed shade duly protectingfrom sunrays and rains, etc. complete . Also includeslowering, laying and jointing High Density PloyethyleneDouble Wall Corrugated Pipes for non pressureUnderground drainage and Sewerage applications andspecials of following class and diameter including cost ofconveyance from stores to site of works including cost ofall labour, material except O ring coupler givingsatisfactory hydraulic testing as per relevant IndianStandard Organization complete

50.00 RunningMeter

94

Material and labour for standard lengths (Class SN8)250 millimeter (OD)Polyethylene (PE) Pipes for nonpressure underground drainage and sewerage withsmooth internal and corrugated (profiled) externalsurface with anti rodent property conforming to IndianStandard Organization-21138-3:2007 (D-REX pipe ofRex Polyextrusion) with necessary jointing material likemechanical connectors, i.e. thread/ insert joint/quickrelease coupler joint/ compression fitting joint or flangedjoint, including all taxes, transportation and freightcharges, inspection charges, loading / unloadingcharges, conveyance to the departmental stores/siteand stacking the same in closed shade duly protectingfrom sunrays and rains, etc. complete . Also includeslowering, laying and jointing High Density PloyethyleneDouble Wall Corrugated Pipes for non pressureUnderground drainage and Sewerage applications andspecials of following class and diameter including cost ofconveyance from stores to site of works including cost ofall labour, material except O ring coupler givingsatisfactory hydraulic testing as per relevant IndianStandard Organizatio complete

50.00 RunningMeter

95

Material and labour for Ashirvad Soil waste and RainSolfit Pipes manufactured as per IS 13592 : 2013 in40 millimetre of classs B with pressure rating of 6kilogram per centimetre square confirming to pipethickness of 3.2 millimetre to 3.8 millimetre fitting thejoints by solvent cement having necessary AshirvadFittings of Type B confirming to IS 14735 : 1999 suchas,offsets, shoes, bends, tees, single junction, slottedvents etc. including all necessary fittings complete Therate shall be inclusive of all labour, material, wastages,scaffolding, transportation, taxes, including all leads,lifts at all levels and shall be as directed by Engineer incharge.

5.00 RunningMeter

96

Material and labour forAshirvad Soil waste and RainSolfit Pipes manufactured as per IS 13592 : 2013 in50 millimetre of classs B with pressure rating of 6kilogram per centimetre square confirming to pipethickness of 3.2 millimetre to 3.8 mm fitting the joints bysolvent cement having necessary Ashirvad Fittings ofType B confirming to IS 14735 : 1999 such as,offsets,shoes, bends, tees, single junction, slotted vents etc.including all necessary fittings complete The rate shallbe inclusive of all labour, material, wastages,scaffolding, transportation, taxes, including all leads, liftsat all levels and shall be as directed by Engineer incharge.

5.00 RunningMeter

97

Material and labour for Ashirvad Soil waste and RainSilent Pushfit Pipes in 75 millimetre with pressurerating of 6 kilogram per centimetre square having 13decibel per 2 litre per second tested to EN 14366confirming to pipe thickness of minimum 3.2 millimetrewith a pre-fitted rubber (Blue Seal™) in the groove thatensures a leak proof joint with necessary Ashirvad SilentFittings such as, offsets, shoes, bends, tees, singlejunction, slotted vents including necessary scaffoldingThe rate shall be inclusive of all labour, material,wastages, scaffolding, transportation, taxes, includingall leads, lifts at all levels and shall be as directed byEngineer in charge.

5.00 RunningMeter

98

Material and labour for Ashirvad Soil waste and RainSilent Pushfit Pipes in 110 millimetre with pressurerating of 6 kilogram per centimetre square having 13decibel per 2 litre per second tested to EN 14366confirming to pipe thickness of minimum 3.2 millimetrewith a pre-fitted rubber (Blue Seal™) in the groove thatensures a leak proof joint with necessary Ashirvad SilentFittings such as,offsets, shoes, bends, tees, singlejunction, slotted vents etc. including all necessary fittingscomplete. The rate shall be inclusive of all labour,material, wastages, scaffolding, transportation, taxes,including all leads, lifts at all levels and shall be asdirected by Engineer in charge.

5.00 RunningMeter

99

Material and labour for Ashirvad Soil waste and RainSilent Pushfit Pipes in 160 millimetre with pressurerating of 6 kilogram per centimetre square having13decibel per 2 litre per second tested to EN 14366confirming to pipe thickness of minimum 3.2 millimetrewith a pre-fitted rubber (Blue Seal™) in the groove thatensures a leak proof joint with necessary Ashirvad SilentFittings such as, offsets, shoes etc. including allnecessary fittings complete. The rate shall be inclusiveof all labour, material, wastages, scaffolding,transportation, taxes, including all leads, lifts at all levelsand shall be as directed by Engineer in charge.

5.00 RunningMeter

100

Material and labour for High Density PolyethyleneContainer one piece moulded water tank made out oflow density Polythyler and built corrugated inclusivedelivery up to distanation hopusing fixing ofaccessoseries such as inlet,outlet overflow pipe inclusiveof all Tanks Capacity between 200 litres to 1000 liters

200.00 Litre

101

Material and labour for High Density PolyethyleneContainer one piece moulded water tank made out oflow density Polythyler and built corrugated inclusivedelivery up to distanation hopusing fixing ofaccessoseries such as inlet,outlet overflow pipe inclusiveof all Tanks Capacity above 1000 liters to 20,000 liters

25,000.00 Litre

102

Material and labour for heat insulation by wrapping thepipes with glass wool / asbestosfibre rope or tape /videoflex for 15 millimetre diameter pipe etc. completeincluding all leads, lifst and wastage as per direction ofEngineer in charge. The rate shall be inclusive of alllabour, material, wastages, scaffolding, transportation,taxes, INCLUDING SERVICE TAX, including all leads,lifts at all levels and shall be as directed by Engineer incharge.

1.00 RunningMeter

103

Material and labour for heat insulation by wrapping thepipes with glass wool / asbestosfibre rope or tape /videoflex for 25 millimetre diameter pipe etc. complete.Including all leads, lifts and wastages as per direction ofEngineer in Charge. The rate shall be inclusive of alllabour, material, wastages, scaffolding, transportation,taxes, INCLUDING SERVICE TAX, including all leads,lifts at all levels and shall be as directed by Engineer incharge.

1.00 RunningMeter

104

Material and labour for heat insulation by wrapping thepipes with glass wool / asbestosfibre rope or tape /videoflex for 32 millimetre diameter pipe etc. complete.Including all leads, lifts and wastages as per direction ofEngineer in Charge. The rate shall be inclusive of alllabour, material, wastages, scaffolding, transportation,taxes, INCLUDING SERVICE TAX, including all leads,lifts at all levels and shall be as directed by Engineer incharge.

1.00 RunningMeter

105

Excavation for foundation in hard murum and bouldersincluding removing the excavated material up to adistance 50 metres, beyond the building area andstacking and spreading as directed, dewatering,preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and struttingetc. complete. (Lift upto 1.5m.)

1.00 CubicMeter

106

Excavation for foundation in Hard murum and bouldersincluding removing the excavated material upto adistance of 50 metres, beyond the building area andstacking and spreading as directed, dewatering,preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and struttingetc. complete. (Lift from 1.5 m to 3.0 m.)

1.00 CubicMeter

107

Excavation for foundation in Soft rock and old cement orlime masonry foundations including removing theexcavated material upto a distance of 50 metres beyondthe building area and stacking as directed, includingdewatering, preparing the bed for the foundation andnecessary back filling with available earth/murum,ramming ,watering including shoring and strutting etc.complete. (Lift from 1.5m To 3.0 m.)

1.00 CubicMeter

108Conveying excavated material outside the building areaaway with all leads and lifts as directed by Engineer-in-charge.

1.00 CubicMeter

109

Providing and laying Cast in situ/Ready Mix cementconcrete M-30 of trap / granite /quartzite/ gneiss metalfor R.C.C. work in foundations like raft, strip foundations,grillage and footings of R.C.C. columns and steelstanchions etc. columns as per detailed designs anddrawing or as directed including centering, formwork,cover blocks laying/pumping, compaction finishing theformed surfaces with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surfaceor roughening if special finish is to be provided andcuring etc. complete. (Excluding reinforcement andstructural steel). with fully automatic micro processorbased PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand

1.00 CubicMeter

110

Providing and laying Cast in situ/Ready Mix cementconcrete M-30 of trap / granite /quartzite/ gneiss metalfor R.C.C. columns as per detailed designs and drawingor as directed including centering, formwork,coverblocks, laying/pumping, compaction finishing the formedsurfaces with cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided and curingetc. complete,(Excluding reinforcement and structuralsteel). with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand

1.00 CubicMeter

111

Providing and laying Cast in situ/Ready Mix cementconcrete M-30 of trap / granite /quartzite/ gneiss metalfor R.C.C. beams and lintels as per detailed designs anddrawings or as directed including centering, formwork,cover blocks, laying/pumping, compactionandroughening the surface if special finish is to be providedand curing etc. complete. (Excluding reinforcement andstructural steel).with fully automatic micro processorbased PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand

1.00 CubicMeter

112

Providing and laying Cast in situ/Ready Mix cementconcrete M-30 of trap/ granite / quartzite/ gneiss metalfor R.C.C. slabs and landings as per detailed designsand drawings including centering, formwork, coverblocks, laying/pumping, compactionfinishing the formedsurfaces with cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided and curingetc. complete,(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand

1.00 CubicMeter

113

Providing and fixing in position TMT - FE - 500 barreinforcement of various diameters for R.C.C. pile caps,footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs, drawings andschedules. including cutting, bending, hooking the bars,binding with wires or tack welding and supporting asrequired complete.

1.00 MetricTonne

114Providing and fixing reinforced cement concrete cover ofsize 90 cm x 45 cm with frame over inspection chamberetc. complete. Heavy duty (225 kg)

1.00 Number

115

Providing and fixing 45 cm wide mild steel ladder of40mm x 6 mm mild steel flat stringers and steps of 18mm dia. mild steel bar for water tank including fixing it in(1:2:4) M-15 cement concrete block 60cm x 30cm x30cm and painting the ladder complete. (Anti CorossivePaint)

1.00 RunningMeter

116

Providing fly ash brick masonry with conventional/ I.S.type bricks in cement mortar 1:6 in superstructureincluding striking joints, raking out joints, watering andscaffolding etc. Complete

1.00 CubicMeter

117

Providing and fixing rolling shutter fabricated from steellaths of minimum thickness 0.9 mm with lock plate of3.15 mm thickness reinforced with 35 x 35 x 5 mm anglesection fitted with sliding bolts and handles for bothsides, deep M.S. channel section of depth and thicknessnot less than 65 mm and 3.15 mm respectively with holdfast arrangements, M.S. Bracket plate 300 x 300 x 3.15mm minimum size and shape with square bar,suspension shaft of minimum 32 mm diameter, hoodcover of M.S. sheet not less than 0.9 mm thickness andof any size at top and safety devices includingmechanical gear operation arrangement consisting ofworm gear wheels and worms of high grade cast iron ormild steel and one coat of red lead primer etc. complete.(I.S. 62481979) (Without mechanical gear)

1.00 SquareMeter

118

Providing internal cement plaster 20mm thick in twocoats in cement mortar 1:4 with neeru finish, toconcrete, brick surface, in all positions includingscaffolding and curing etc.complete.

1.00 SquareMeter

119

Providing and fixing 20 to 25 mm thick rough shahabadbox type waterproofing for basement or undergroundfloor on a base of Cement concrete 1:3:6, including subbase of 2.50 centimeter thick Cement mortar 1:3 withconceal, secrete (RMW), Algae proof or other alikewaterproofing liquids, raking of joints upto 35 mm depth,filling the joints with 6 mm size crushed metal, handgrouting with cement slurry, curing and cleaning, with 7years guarantee on court fee stamp of Rs. 100/- withponding test etc complete. (excluding Cement concrete1:3:6 base concrete )

1.00 SquareMeter

120

Providing and fixing 20 to 25 mm thick rough shahabadbox type waterproofing treatment to vertical outsidefaces of Reinforced Cement concrete walls of basementor underground floor including filling the gap of 25 mmbetween rough shahabad and R.C.C. walls with cementgrout mixed with water proofing liquid Algae proof orother alike with one tile lift method, brushing the jointshorizontally with cement slurry mixed with water proofingliquid for width 30 to 35 mm and sloping coping overtopmost tile with cement mortar 1:3, butting the bottommost with Cement concrete 1:2:4 mixed with waterproofing liquid, curing, with 7 years guarantee on courtfee stamp of Rs.100/- with ponding test etc complete.(excluding Cement concrete 1:3:6 base concrete)

1.00 SquareMeter

121

Triple pole, mechanically operated, mounted on insulatorand steel frame, with operating mechanism worked fromground level, for current rating upto 400 amps 1 Each

122Lightning arresters expulsion type complete with allfittings, 30 kilo amp discharge capacity, distribution class 1 Each

123

Anti-climbing device; spikes type fabricated out of M.S.bars (round, square and flat) including nuts, bolts,washers and welding in two halves made to shape tosuit the cross section of the pole

0.5 Each

124

19010Steel tubular swaged poles complete with castiron base plate, finial taper plug, bolts, nuts & screws asspecified type 410 SP-22 (11 metres long) 2 Each

125

Cross arms, bracings, supports, clamps and back platesfabricated from structural steel sections including nuts,bolts, washers, welding, bending cold or hot, drillingholes for bolts, in any shape or size as indicated ordirected and inclusive of one primer coat, oneunder coat and one finishing coat of paint

2 Per Quintal

126 MCCB 4 Pole, 415 V, Adjustable type, 350 Amps withbreaking capacity 36 KA 1 Each

127 MCCB 4 Pole, 415 V, Adjustable type, 160 Amps withbreaking capacity 36 KA 8 Each

128

Supplying & erecting LED type indicating pilot lamp withLED colours Red / Yellow / Green, 230 / 250Vonprovided box / panel with necessary material, wiring &connections etc.

27 Each

129

Providing and erecting Selector Switch suitable forVoltmeter/Ammeterfor 3 phase A.C supply 500V, 50Hz,on provided box / panel and duly connecting withnecessary PVC wire leads and lugs

9 Each

130

Supplying and erecting LT/CT multifunction DLMScompliance energy meter of accuracy of class 0.5 ,3x240V,50 Hzwith optical & RS 232 port, backlit LCD,measures & Displays Trivector Energy, load survey,TOD, tamper detection & logging, power ON /OFFevents, instaneous parameters of Rating -/5 Awithdisplay in absence of power complete with zeroadjustment & test certificate from manufacturer erectedon provided M.S. box and connected to CTs

9 Each

131

Providing and erecting L.T. Current Transformer with barprimary 50/5 to 1000/5 ratio with 15VA burden erected inprovided CRCA box duly secured with insulatingmaterials connected to the meter with test certificates

27 Each

132

Providing and fixing sheet metal work in CRCA sheetwith fabrication of boxes panel boards etc. includingcutting,bending, drilling, welding, rivetting etc. treatedwith anti-rust treament and duly podwer coated orpainted with one coat of red lead paint and 2 coats ofenamel paintas directed.

150 Per KG

133 Wiring For above 1 Each

134 Transformer step-down, 11/0.433 KVA complete,outdoor/indoor, Copper wound, capacity 160 KVA 1.00 Each

135

Supplying and erecting fencing of section having size2450 mm in height from ground level and 1200 mmwidth with angle iron frame work erected in C Cfoundation and painted as per specification No SS-AS/FSG

8 Each

136

Supplying, erecting, testing, commissioning 11 KV H.T.metering cubical (Compact Type) approved byMSEDCL/Licensee fabricated with 2mm.(14 SWG)M.S.sheets with supporting angle and channel, paintedwith powder coating / epoxy paint of required shadecopper bus bar size 25x6 mm electronic security lockand heavy duty mechanical lock, with counter meter formeasuring no of times the opening of doors, top sidecover ( C.T.P.T COVER) interlock with meter doors,epoxy coated 3 nos C.T having required ratio between5/5A to 50/5A, VA10,Class0.5S, 11000/V3/110/V3 VA50, class 0.5 epoxy terminal block suitable for providedtrivector meter, and provision for incoming and outgoingcables etc complete duly tested by Licensee withnecessary Test Certificates and erected on providedplinth/ C.C foundation

1 Each

137

XLPE insulated, screened, PVC bedded, galvanisedsteel strip or wire armoured, electric power cables(heavyduty) with aluminium conductor, 11000 volts,grade cross sectional area 95 sq. mm

50 RunningMeter

138

Cable jointing kit for 11 KV (Earthed) grade cable forindoor termination heat shrink type joint complete withjointing material and accessories suitable for 3 coreXLPE armoured aluminium conductor cable of size 120sqmm to 185 sqmm

8 Each

139

Supplying and erecting approved makeON LOAD FourPole Automatic Transfer Switchsuitable for415V, 50Hz,320Acapacity conforming to IEC: 60947-1 & IEC:947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuiltTime delay, high transfer speed, excellent breakingcapacity, superior making capacity, compact & lightweight, erected on provided angle iron / G.I. frame andconnected with provided leads.

1.00 Each

140

Automatic Power Factor Correction (APFC) Panel for 3Phase, 415 V & 50 Hz system of capacity 20 KVARwithout incoming MCCBs Ditto, but capacity 70 KVAR 1 Each

141

Supplying, Erecting and Commissioning of Dieselgenerating set with alternator of 62.5 kVAoutputcontinuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f.A.C a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500rpm with 10% overload for 1 hour in 12 hours, alongwithstandard accessories, self-excited, self-regulated,screen protected alternator with static excitation systemrunning at 1500 RPM as per IS 4722-2001 with voltageregulation +/- 5 %. Both the engine and alternator directcoupled on a common fabricated steel base frame andmounted on anti-vibrating pads with standard controlpanel comprising meters, switchgears, indicatorsconnected with suitable wires/cables, the complete setenclosed in composite Acoustic enclosure as fullyassembled integral unit made of 16 SWG CRCA Sheet,sound absorbing material to restrict sound level upto 75dB at 1.0 m, provided with first filling of oil, diesel etc. asper specification no. GEN-DG

1.00 Each

142

XLPE insulated, armoured heavy duty electric cable withaluminium conductor, 1100 volts grade, cross-sectionalarea 4 sq. mm Ditto, but sec. area 150 sq. mm 500 Running

Meter

143

Supplying and erectingLED street light fitting suitable for60W lamp, including lamp, with PF > 0.95 class IP 65and above Housing of pressure die cast alluminium alloyand heat sink extruded alluminium complete as perspecification NoFG-ODF/FLS-2.

30 Each

144Steel tubular swaged poles complete with cast iron baseplate, finial taper plug, bolts, nuts & screws as specifiedtype 410 SP-22 (8.5 metres long)

30 Each

145

Cross arms, bracings, supports, clamps and back platesfabricated from structural steel sections including nuts,bolts, washers, welding, bending cold or hot, drillingholes for bolts, in any shape or size as indicated ordirected and inclusive of one primer coat, one undercoat and one finishing coat of paint

1 Per Quintal

146

Supplying & erecting street light control panel in powdercoated CRCA 14/16 SWG sheet, outdoor type, Singlephase, 240 Volts consisted of suitable rating contactor,24 HrsDigital / Astronomical time switch, SPN MCB 40Amp, Auto/manual selector switch, ON/OFF pushbuttons, indicator lamps, control wiring, metering device,etc for automatic operation & overcurrent, short circuit,earth fault protection of street lightsupto the max load of6 kW on provided iron frame/ CC foundation.

1.00 Each

147Supplying and laying reinforced precast concrete cablecover,but Type 2, flat, size 300mm x 180mm x 40mm 3500 Each

148 Excavating over areas, n exc 1.5 m deep and getting out 750 Each

149XLPE insulated, armoured heavy duty electric cable withaluminium conductor, 1100 volts grade, cross-sectionalarea 4 sq. mm

500 RunningMeter

150

Supplying PVC insulated PVC round sheathed 2.5sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multistranded copper Industrial cable for voltage grade up to1.1 kV

250 RunningMeter

151 Triple pole and neutral Double Door 8 way Ditto 6 Each

152 MCCB 4 Pole, 415 V, Adjustable type, 160Amps with breaking capacity 36 KA 6 Each

153 Isolator TP 63 30 Each

154XLPE insulated, armoured heavy duty electric cable withaluminium conductor, 1100 volts grade, cross-sectionalarea 70 sqmm

500 RunningMeter

155

Supplying, erecting & terminating PVC armouredcable 4core 10 sq mm copper conductor continuous 5.48 sqmm (12 SWG) G.I. earth wire complete erected withglands & lugs, on wall/ trusses/pole or laid in providedtrench/ pipe as per specification no. CB-LT/CU

500 RunningMeter

156Supplying & erecting crimping type copper lugs for cableupto 16 sq mmcomplete as per specification No. CB-CL/CU

120 Each

157 Triple pole and neutral 12 way Ditto 12 Each158 Triple pole and neutral 8 way Ditto 4 Each159 Triple pole and neutral 6 way Ditto 10 Each

160 Four pole, 300mA RCBOs FOR EARTH LEAKAGE,OVERLOAD & SHORT- CIRCUIT PROTECTION 26 Each

161 Isolator SP 550 Each

162

Supply, Installation, Testing and commissioning of ULCertified / CPRI Tested Maintenance Free Earthingcomprising of Electrode of 17.2 mm diameter LowCarbon Steel with 250 micron Molecular Copper BondedEarthing Rodof Length 3m along with 25 kg CarbonBased environment friendly back fill Ground Enhancingcompound required to fill up the excavated earth withrequired quantity as per specification no EA-MOBI

30 Each

163

Supplying and erecting copper strip of required sizeused for earthing on wall and/or any other purpose withnecessary copper clamps fixed on wall painted withbituminous paint in an approved manner with jointsrequired. As per specification No EA-EP.

25 Per KG

164

Supplying and erecting GI stripof required size used forearthing on wall and/or any other purpose withnecessary GI clamps fixed on wall painted withbituminous paint in an approved manner with jointsrequired. As per specification No EA-EP.

100 Per KG

165

Supplying and erecting G. I. Earth Wireof high purity ofdifferent sizes used for earthing or any other purposeson wall with necessary G. I. Clamps fixed on wall/cable/conduit with screws in an approved manner.

100 Per KG

166

Danger notice plate of 1.6mm thick mild steel sheet,vitreous enamelledwhite, with letters, figures and conventional skull andbones in signal red colour and fixed with M.S. clamps,bolts and nuts of approved size, for LT, 20x15cm size

15 Each

167

Supplying & erecting On line UPS pure sine wave of 5kVAcapacity complete with standard features, along withnecessary SMF batteries for 30 mins battery backup, asper specification No. AP-UPS

1 Each

168

Supplying & erecting On line UPS pure sine wave of 2kVAcapacity complete with standard features, along withnecessary SMF batteries for 30 mins battery backup, asper specification No.AP-UPS

2 Each

169

Supplying & erecting On line UPS pure sine wave of 1kVA capacity complete with standard features, alongwith necessary SMF batteries for 30 mins. batterybackup, as per specification No.AP-UPS

2 Each

170 One light point or one fan point controlled by one switchwith cables 1.5 sq. mm size 1388 Each

171 Add to item 3318 for each additional light point on thesame s w i t c h - circuit 210 Each

172 One 3 pin socket outlet 5 amps on the same board withother switches, with cables 1.5 sq 400 Each

173 One 3 pin socket outlet, 5 amps, independent,with cables 1.5 sq. mm size 524 Each

174One bell/ buzzer point controlled by one push button onthe same board with other switches or independent withcables 1.5 sq.mm size

30 Each

175 One 3 pin socket outlet. 15 amps, independent, withcables 4 sq. mm size 85 Each

176 2x2.5 sq. mm + 1x1.5 sq. mm earth wire 2000 RunningMeter

177 2x4.0 sq. mm + 1x2.5 sq. mm earth wire for AC only 500 RunningMeter

178 Modular switch 1 way 6A, 1 module 2321 Each179 Modular switch 1 way 16A, 1 module 85 Each180 Bell push, flush type, 5 amp 30 Each181 Buzzer, Ding Dong AC. 230 volts, single pole 30 Each

182 Socket, 6A - 2/3 pin combined 2 module, 1143 Each183 Socket 6A/16A - 2/3 pin combined 2 module, 85 Each184 Fan step regulator, 120W - 2 module 310 Each

185Single pole and neutral enclosure with a two pin andearth plug and socket complete with one single poleMCB

40 Each

186Supplying and erectingPVC Surfacemodularswitch boxwith double mounting plate for 1 module complete dulyerected in an approved manner

150 Each

187Supplying and erectingPVC Surfacemodular switch boxwith double mounting plate for2 module duly erected inan approved manner.

150 Each

188Supplying and erectingPVC Surfacemodular switchboxwith double mounting plate for 3 moduleduly erectedin an approved manner

350 Each

189Supplying and erecting PVC Surfacemodular switch boxwith double mounting plate for 4 module duly erected inan approved manner

1000 Each

190Supplying & erecting telephone cable 2 pair with 0.5 mmdia. laid in provided PVC casing / conduit as perspecification No. WG-TW

1000 RunningMeter

191Supplying, erecting & commissioning Main DistributionFrame (MDF) Box 50x50 pairs as per specificationNo.WGTW

1 Each

192

Supplying, installing, testing & commissioning approvedtype Push button telephone instrument desk top/wallmount unit as per specification in approved manner 35 Each

193Supplying & installing UTP networkingCat-6cablesuitable for LAN / WAN Computer net-working asper specification No.WG-COC/NC

1000 RunningMeter

194

Supplying and erecting modular type telephone socketone gangwith safety shutter ISI mark approved makeduly erected on provided plate and box with wiringconnections complete

35 Each

195

Supplying and erecting modular type telephone sockettwo gangwith safety shutterISI mark approved makeduly erected on provided plate and box with wiringconnections complete

30 Each

196

Rigid non-metallic PVC conduit exclusive of boxes(junction/ terminal) but inclusive of all tees, bends,elbows, reducers, bell mouth tube ends and fixingaccessories such as couplers, lock nuts, saddles, pipehooks etc.

750 RunningMeter

197 Ceiling rose, 3 phase/PVC/ polycarbonate, isolated body 800 Each

198 Lamp holder, PVC/Polycarbonate type with cord grip capsuitable for pendant fittings 800 Each

199

Supplying & erecting ready to use Retrofit T8 LED 18 /20 tube light with polycarbonate body, heat sink,integrated HF electronic driver complete & compatible toT8 / T12 LED luminaire by disconnecting starter &ballast if necessary.

675 Each

200 Supplying &erecting 5W-8W, 230V integral type LEDLamp suitable for B-22/E-27 base. 225 Each

201 Supplying & erecting 10-12W, 230V integral typeLEDLampsuitable for B-22/E-27 base 225 Each

202Supplying and erecting bulkhead fitting suitable for uptoLED upto 12W fixed on wall. As per specificationno.FGIDF/ BHF

210 Each

203

Supplying and erecting fresh air cum Exhaust fan of lightduty250 V A.C. 50 cycles 225mm. 1400 RPM rust proofbody & blades, wiremesh, duly erected in an approvedmanner and marking Sr. No. And date of erection

200 Each

204Supplying and erecting regular/ standard model Ceilingfan of 1200mm. sweep complete erected in position asper specification no. FG-FN/CF

310 Each

205

Supplying & Installing, Testing & Commissioning of FPCSolar water heating system without heat exchanger typeof 500 LPD capacity as per specification No. ESD-SHWS-FPC

7 Each

206

Supplying & Installing, Testing & Commissioning of FPCSolar water heating system without heat exchanger typeof 100 LPD capacity as per specification No. ESD-SHWS-FPC

5 Each

207

Supply and install hi wall split units indoor/ outdoorcomplete with cordless remote control unit and with inbuilt Heating and Cooling arrangement and DigitalInverter twin rotary of capacity as shown.

20 Each

208

Supply, Installation, Testing & Commisioning of IP 8 Ch.Netwrok Video Recoder: 50Mbps Bit Rate Input Max (upto 8-ch IP video), 2 SATA interfaces, 1U case,19" make-Honeywell,sony, Bosch,Panasonic, Zicom

12 Each

209Supply, Installation, Testing & Commisioning of SATASupport 4000GB HDD. Make- Western Digital, Seagate 36 Each

210

Supply, Installation, Testing & Commisioning of IPNightvision 4MP Dome Varifocal lens Camera:-1/3"Progressive CMOS, ICR, 0.1lux/F1.2, 4MP@25fps,2.8~12mm VF lens, IP66, H.264/MJPEG, dual-stream,IP66, DC12V & PoE, DWDR, 3D DNR, BLC, IR: up to30m, Audio I/O, Alarm I/O. Make- Bosch, Sony, Zicom,Pelco,Honeywell

50 Each

211 Supplying & fixing 9U Wallmount Rack (Dimension-DxWxH - 450x550x500 mm) With All accesorires 12 Each

212

Providing, commissioning & maintaining additional IPbased2.0 MP, Full HD, IR IP PTZ camera in existing CCTVsystem with necessary mains,

8 Each

213

Supplying and erecting storage type Horizontal / verticalwater heater 15 Litres capacitywith BEE 5 STARRATINGhigh impact resistance Engineering plastic body on wall /loft as per specification No. AP-WH/STWH

8 Each

214Supplying, installing, testing & commissioning Digital(Hybrid) type EPABX of 6 x 16(2 Digital+14 Analogue)extension complete

1 Each

215

Providing round bottom FIRE Bucket of 9 Litres capacityas per IS : 2546 made out of 24 gauge G.I. sheet withextra handle at bottom duly painted white inside and redoutside with FIRE Mark, on provided stand/ wall hook. () 20

Each

216

Providing floor mounting stand for keeping 4 Nos. ofFIRE buckets 1500mm in length, 900mm in height framemade out of 30x30x4 mm angle iron with cross supportsfor legs, welded with 4 hooks and duly painted with onecoat of red lead and two coats (10-2-25) 5

Each

217

Supplying and erecting D.C.P. type Fire Extinguisher 5kg capacity cartridge type with Gun Metal cap 150 gramCO2 gas cartridge, powder and brackets conforming toIS 2171-1985 and complete erected with necessaryclamps made from 50x6 mm M.S. flat with nut & boltsgrouted in wall complete.(10-2-34) 50

Each

218Supplying and erecting ABC powder type 'Ceasefire'type fire extinguisher as per IS : 13849 of 1 kg capacitywith necessary clamp for erection on wall. (10-2-38) 50

Each

219

Supplying, installing, Testing & Commissioning of all inone PC with Minimum Requirement :Intel i5 processorwith 2.8 GHz CPU speed, 4GB DDR3 RAM, DVD/CDRW Drive & 500GB HD 14" Color Display, Mouse,Keyboard , 10/100/1000 LAN Port & OriginalWindowsOS & antivirus loaded as complete.

2

Each

220

Supplying, installing, Testing & Commissioning ofcomputer with following specification Processor - dualcore @ 2.4 GHz (i5 or equivalent AMD)RAM - 4 GBHard Drive - 320 GB 5400 RPM hard driveMonitor - 17" LCD Color Displaydesktop only, Mouse,Keyboard -Operating System - Windows 7 with Service Pack 1Backup Device - External hard drive and/or USB FlashDrive

2

Each

221

Supplying, installing, Testing & Commissioning of ALL-IN-ONE INK TANK PRINTER Maximum PrintResolution: 5,760 x 1,440 dpiMinimum Ink Droplet Volume: 3plCopy Speed 7.7 ipm For Black/ 3.8 ipm For ColourFlatbed Colour Image ScannerMultiple Operating System Support scanspeed Flatbed (Black / Colour)- 300 dpi- 11sec /28sec● printspeed Draft/ A4 (Black / Colour)- Up to 33 ppm /15 ppm/ ISO 24734/ A4 Simplex (Black / Colour)- Up to10 ipm / 5.0 ipm/ Photo Draft- Approx. 27 sec per photo(with Border)/ Photo Default- Approx. 69 sec per photo(with Border)● maxcopies 20 copies● copyspeed ISO 29183/ A4 Flatbed (Black/Colour)-Approx. 7.7 ipm / 3.8 ipm

2

Each

222

Photocopy MachinePrint, Scan, Copy, FaxPrint Resolution: 1200 x 600 dpiMaximum Print Size: A3Print Speed: 35 ppmOptical Scan Resolution: 600 x 600 dpiScanner Glass Size: A33.5" Color Touchscreen LCD; Direct USB50-Sheet ADF; All Mode Duplexing50-Sheet Multipurpose & 250-Sheet TraysUSB 2.0, Ethernet, and Wi-Fi with NFC

1

Each

223

Panasonic KX-FT981 or equivalent features phone andfax functionality in a simple and compact design. The faxfeature, you can send or copy photos as well asdocuments with the clarity and detail of 64 level halftonereproduction. It features caller ID compatibility, so thatyou may view the name or number of the incomingcallers on the LCD screen. You can even edit and storethe caller ID memory, and print the list of your callrecords The navigator key enables you to control systemfeatures, operating modes and as caller ID memory

3

Each

224

32 inch) HD Ready LED TV10 W Speaker Output Optimal sound1366 x 768 HD Ready - Great picture quality60 Hz : Standard refresh rate for blur-free picture quality2 x HDMI : For set top box and consoles1 x USB : Get content from USB drives

1

Each

225

Thin Client1.2 GHz AMD GX-212JC Dual-Core SOC APU8GB of 1600 MHz DDR3L RAMIntegrated AMD Radeon HD 8000 Graphics64GB M.2 SSD1 x Gigabit Ethernet Port2 x USB 3.0 Type-A | 4 x USB 2.0 Type-A2 x DisplayPort 1.2 | 1 x VGAUSB Keyboard & Mouse IncludedWindows 10 IoT Enterprise (64-bit)

1

Each

226

Digital cameraTimer Features● Self timer Approx. 10 sCamera Features● Face detection Yes● Digital zoom Up to 4x (angle of view equivalent to thatof approx. 520 mm lens in 35mm [135] format)● Auto Focus Contrast-detect AF● Metering Matrix/ center-weighted (digital zoom lessthan 2x)/ spot (digital zoom 2x or more)Image Sensor● Sensor size 1/2.3-in● Sensor type CCDCamera Optical Zoom● Optical zoom 5xCable Type● USB cable YesConnector Type● PicBridge YesAudio Device Height Dimensions● Height (mm) 59.4Headset Width● Width (mm) 96.4Audio Device Depth Dimensions● Depth (mm) 28.9Dimension and Weigth● Weight (g) Approx.160 (including batteries and SDmemory card)Built-in Camera Features

1

Each

227

video ProjectorSKU ITE.PRO.91088843Type of Product ProjectorProjection System DLPNative Resolution SVGA (800 x 600)Resolution Support VGA (640 x 480)Brightness 3200 lumensContrast Ratio 13000:1Display Color 1.07 Billion ColorsLens F=2.56-2.8, f=21-23.1mmZoom Ratio 1.1:1Projection Offset 120% ±5%Horizontal Frequency 15K~102KHzInterface Computer In (D-sub 15pin) x 2 (Share withcomponent) Monitor Out (D-sub 15pin) x 1 Audio In (MiniJack) x 1 Audio Out (Mini Jack) x 1 Speaker 2W x 1USB (Type mini B) x 1 (Download & Page/down) RS232(DB-9pin) x 1 IR Receiver x 1 (Front)Dimensions 283 x 95 x 222mm (include feet) 283 x 88.7x 222mm (exclude feet)Weight 1.8kgAudible Noise 33/ 28 dBA (Normal/ Economic mode)HDTV Compatibility 480i, 480p, 576i, 576p, 720p, 1080i,1080pVideo Compatibility NTSC, PAL, SECAMPower Supply AC100 to 240V, 50 to 60HzPower Consumption Normal 270W, Eco 220W, Standby< 0.5WOn-Screen Display Languages Arabic/ Bulgarian/

1

Each

228

Pa Lecturn System With Inbuilt Speakers, Amplifier,Cordless Mic, Podium Mic, Usb Port Wsl2500R WSL-2500R, A Complete PA System Integrated Inside AnAttractive And Elegant Black Plastic LecternThe System Comes Complete With Built-In 40 WattsAmplifier, Speakers, Mp3 Playback Cum RecordingFacility And Wireless Microphone ReceiverFitted With An Ad

1

Each

229

LED HD Projector (Black) HD 1920 x 1080 - 120-inchDisplay30000 hrs life long LED lampHD 1920 X 1080 Support and 800 X 480 NativeResolution1000 : 1 High Contrast Ratio120-inch large screen display1500 Lumen/120 AnsiMultiple Interface - HDMI/VGA/USB/AV/SD Card/AudioOutHome theater projection from settop box , Dvd, Blue rayand pendriveDirect play from USB

2

Each

230

USB 2.0 External DVD Driver Optical Writer CD BurnerBurning for Computer PCCondition:New: A brand-new, unused and undamaged item. Seethe seller's listing for full details.Brand: UnbrandedColour: Black MPN: Does Not ApplyMaterial: Metal Bundle Listing: NoDesigner/Brand: Unbranded Warranty: No WarrantyCountry/Region of Manufacture: China Duration: 6monthsType: External Drive Serviced In India: NoQuantity: 1 Size: 14x14cmCompatible Brand: Unviersal UPC: Does not applyISBN: Does not apply EAN: Does not apply

2

Each

231

Preparing Lawn (30 centimeter Depth) - Excavating theground to a required depth of 30centimeter Removingand conveying the unwanted stuff to a required distanceas directed. Filling fresh garden soil per silt and manurein excavated area in the 3:1 proportion to the height of30centimeter Mixing garden soil and manure throghlywell, levelling, watering on previous night. Plantingrequired variety of lawn grass as directed andmaintaining till well established by watering, weeding,clipping rolling, etc complete.

100.00 Each

232

Preparing Lawn (20 centimeter Depth) - Excavating theground to a required depth of 20centimeter Removingand conveying the unwanted stuff to a required distanceas directed. Filling fresh garden soil per silt and manurein excavated area in the 3:1 proportion to the height of20centimeter Mixing garden soil and manure throghlywell, levelling, watering on previous night. Plantingrequired variety of lawn grass as directed andmaintaining till well established by watering, weeding,clipping rolling, etc complete. ( R.A.No 2)

100.00 SquareMeter

233

Preparing Instant Lawn - Excavating the ground to arequired depth of 20centimeter Removing and conveyingthe unwanted stuff outside the site. Filling fresh gardensoil and manure to the proportion of 3:1 to the height of20centimeter Mixing soil and manure throghly well,levelling with required slope, light watering, on previousnight rolling on surface, fixing readymade lawn turfs,rolls, slabs of required variety as directed. Ramming onit for proper fixing and maintainning till well establishedby watering weeding, clipping or mowing, etc complete.(R.A.No.3)

100.00 SquareMeter

234

Preparing Edging or Border- Excavating the ground to arequired depth of 20cm in the required area, removingand conveying the unwanted stuff , rubbish to therequired distance as directed. Filling the excavated partwith fresh soil and manure to 3:1 proportion to arequired height of 20centimeter Mixing , levelling ,watering, the same. Planting rooted edging/ borderplants at a distance of 20centimeter apart by watering,weeding, stirring of soil replacing casualities, pruning ifneceStainless Steelary etc complete. (R.A.No.4)

100.00 SquareMeter

235

Planting clipped Hedge- Excavating the ground to arequired depth of 30centimeter removing and conveyingunwanted stuff to a required distance as directed.Fillingfresh garden soil and manure in excavated area in 3:1proportion to a height of 30 centimeter. Mixing gardensoil and manure throghly well, levelling, watering onprevious night.. Planting hedge plants of requiredspecies in two rows. Distance between two rows and twoplants will be 25 centimeter Maintaining till wellestablished by watering, weeding, and clipping ifnecessary etc complete. (R.A.No.5)

50.00 SquareMeter

236

Preparing Flower bed - Excavating the ground to arequired depth of 30centimeter Removing and conveyingthe unwanted stuff outside the site. Filling fresh gardensoil and manure to the proportion of 3:1 to the height of20centimeter Mixing soil and manure throghly well,levelling with required slope, light watering, on previousnight rolling on surface. Planting seedlings of requiredannuals 25centimeter apart maintaining till wellestablished by watering, weeding, replacing thecasualities, etc complete. (R.A.No.6)

45.00 SquareMeter

237

Planting large flowering/shady trees(Minimum height to1 mtr) - Digging pit of size 0.9m x 0.9m x 0.9m,removing and conveying the unwanted stuff to arequired distance as directed. Filling the pit withapproved excavated material up to a height of 0.3m andremaining height of 0.60m with fresh garden soil andmanure in 3:1 proportion. Mixing soil and manurethroughly well, levelling as directed ,watering previousnight, planting one or two year old minimum 1.0 mtrheight healthy tree sapling as per specifications.Maintaining till well established by watering, weedingstirring of soil, staking replacing of casualities, etccomplete.(R.A. No 11.)

25.00 Each

238

Planting large flowering/shady trees(Minimum height to2 mtr) - Digging pit of size 0.9m x 0.9m x 0.9m,removing and conveying the unwanted stuff to arequired distance as directed. Filling the pit withapproved excavated material up to a height of 0.3m andremaining height of 0.60m with fresh garden soil andmanure in 3:1 proportion. Mixing soil and manurethroughly well, levelling as directed ,watering previousnight, planting two or three year old minimum 2.0 mtrheight healthy tree sapling as per specifications.Maintaining till well established by watering, weedingstirring of soil, staking replacing of casualities, etccomplete.(R.A. No 12.)

15.00 Each

239

Planting small and medium size ornamental/ floweringplant - Digging pit of size 0.6m x 0.6m x 0.6m, removingand conveying the unwanted stuff to a required distanceas directed. Filling the pit with fresh garden soil and farmYard Manure up to a height of 0.60 m in 3:1 proportion.Mixing soil and manure throughly well, levelling ,wateringon previous night, planting one or two year old healthytree sapling as per specifications. Maintaining till wellestablished by watering, stirring of soil and manure,staking replacing of casualities, etc complete.(R.A. No13.)

20.00 Each

240

BRAVO VISITOR (chair writing)1) Seat/ Back Assembly: The seat and back are madeup of 1.2 ± 0.1 cm. Thick hot pressed plywoodmeasured as per QA method described in OCP-QLTA-P14-18 and upholstered with fabric upholstery cover andmoulded polyurethane foam. The back foam is designedwith contoured lumbar support for extra comfort. Theseat extra thick foam on front edge to give comfort topopliteal area. The chair is available in three models: *PCH- 9U01RGHigh back size 47.5 cm (W) x 96.5 (H) *PCH- 9U02RG/9U12RG Mid back size 47.5 cm (W) x58.0cm (H) *PCH -9U01RG/9U02RG/9U12RG Seat Size 47.0cm(W) x 48.0 cm (D)2) High Resilience (HR) Polyurethane foam: the HRpolyurethane foam is moulded with density= 45±2kgf asper IS: 7888 for 25% compression.3) Armrests: The one-piece armrests are injectionmoulded from black co- polymer polypropylene.4) Center Tilt mechanism: The mechanism is designedwith the following features:• 360ᵒrevolving type.• Upright position locking.• Tilt tension adjustment.• Seat/ back tilting ratio of 1:3.5) Tubular Frame( for 9U12RG): The Power coated(DEF 40-60 microns) tubular frame is cantilever type &made of Ø2.54 ± 0.03 cm x 0.2 ± 0.016cm M.S.ERW

60.00

Each

241

FINNESSE TABLE (table writing w/o drawer)Finesse Table - 4020 size shall be 1200 Width mm x600 Depth mm x 740 Height mm . Table top shall be 25mm thick plain particle board (PPB) Clad with 0.6 mmthick post formed laminate and 1 mm thick backinglaminate (bdl) .Flat edge Duly sealed with 2 mm thickPVC beading.The modesty shall be 18 mm thick plainparticle board ( ) PPB Clad with 1.0 mm thick decorativelaminate (DL) on both sides. Edge Sealed with 2 mmthick PVC beading.

30.00

Each

242

PODIUM 02 - Lecturer Table 25millimetre thick pre-laminated board (PLB) PD with storage, with castors foreasy movement. Sizes : 600millimetreWidth x450millimetreDepth x 1000millimetre height Without Mic.The rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

243

Entpr 1350 (table writing for office with drawer)Enterprise 1350 Table without CPU Hanger size shall be 1350 Width mm x 750 Depth mm x 728 Height mm .Top shall be 18 mm thick Pre laminated particle boardall work surface edges shall be having duly sealed with 2mm thick PVC edgebanding. Understructure ModestyPanel 18 mm thick Pre laminated particle board . TheRectangular frame shall be fabricated component in 1.2mm thick CRCA , Finish : powder Coat( epoxy polyster) .Leg shall be fabricated component in 38 mm x 25 mm1.2 mm thick MS ERW ATube ,finish powder coat (epoxy polyster).The plastic cap for cable travel shall beinjection moulded polypropylene and leveler glide forshall be nylon 6 & MS bolt. The storage shall be havingshell and drawer tray 0.6 mm thick CRCA Finish powdercoat (epoxy polyster) plus the drawer front shall be 0.8mm thick CRCA Finish powder coat (epoxy polyster)plus lock with 10 lever and handle and leveller. The wiremanagement shall be horizontal wire carrier 0.7 mmthick CRCA Finish powder coat (epoxy polyster) andvertical wire carrier 0.8 mm thick CRCA Finish powdercoat (epoxy polyster) .

10.00

Each

244

STORWEL PLAIN (steel alimrah large)Storwel plain shall have an overall size of916mm(W)x486mm(D)x1980mm(H) with weldedconstruction. It should have the shelf thickness of 0.7mm, Back thickness of 0.8mm, Door thickness of 0.8mm(high yield strength) and all other components shall havea thickness of 0.9mm. These components shall be madeof CRCA ‘D’ grade high yield strength as per IS:513.The Storwel Plain should have a Mazak handle andThree way locking mechanism with Shooting Bolts. Itshould have a height wise adjustable shelf mountingwhich shall have a Uniformly Distributed Load Capacityof max 40 Kg. It should also have a M10 Screw typeLeveller with Hex plastic base. The finishing shall includeEpoxy powder coated to the thickness of 50 microns (+/-10). Plenty of colour options and shelving options shallbe available.

4.00

Each

245

4 DOOR BOOKCASE (bookcase for library glasseddoor)4 Door Book Case shall have the configuration of914mm(W)x320mm(D)x1742mm(H). The unique designprovides the right rigidity to the Top hinged doors , whichshall facilitate easy use. The Book Case shall be madefrom prime quality CRCA steel with anti rustingtreatment. It shall have a Rigid Knock DownConstruction. The Top Pannel, Back Pannel and SidePannel are made from 0.7mm high yield CRCA andother components from 0.8mm CRCA. Each door shallhave a 6 Lever Cam Lock with Common Key. 3mm thickglass should be used in each door for clear inside visionwhih shall be secured in a metal frame through a rubbergasket. Scissor Mechanism should be provided in eachdoor for receding inside the top of every compartmentand it shall ensure parallel and smooth movement. Eachdoor should be provided with plastic side end caps ashandle which is easy to grip. Each compartment shallhave a storage shelf with a UDL capacity of max 80 Kg.The 2 Door Book Case shall have 18mm PLB Topstraight edge with PVC lipping. The finishing shallinclude Epoxy powder coated to the thickness of 50microns (+/- 10).

5.00

Each

246

PREMIUM LOUNGE CHAIRS 1 seater (easy chair forstaff room)The side frame assembly shall be fitted to the two endsof the connecting beam assembly to form the leg-cum-armrest assembly. It shall be made of 0 3.81 ±0.03cm. x0.2±0.016cm. thick cmx0.l6cm and black powder coated(DFT 40-60 microns). The ends shall be fitted with ABSmoulded end caps. It shall be the connecting beamassy. which holds the two side frames to each other. 2nos tie members shall be used to connect the sideframes. The tie-member shall be of dia 3.81 ±0.03cm x02±0.016cm. thick cm x 0.16cm and black powdercoated (DFT 40-60 microns ). The seat/back assembliesshall be mounted on one of the tie-member which shallhas 5.0 ±0.1cm x 5.0 ±0.1 cm x 0.5±0.1cm. thk 5.5±0.1cm Long MS. Std. angles welded to mount the seatand back. The seat rest assembly shall be consists of afabricated inner-frame assembly insitu-moulded HighResilience (HR) Polyurethane foam having density = 45+/-2 Kg/cm3 with Hardness load=25±2kgf as per lS:7888for 25% compression of the foam. The completemoulded seat rest assembly shall be covered with areplaceable fabric upholstery cover. The dimensions ofseat shall be: 52.0cm. (W) X 50.0cm. (D) X 6.0cm. (T).The backrest assembly shall be flexing type andconsists of a fabricated inner-frame assembly insitu-moulded with High Resilience (HR) Polyurethane foamhaving density = 45 +/- 2 Kg/cm3 with Hardness load14± 2 kgf as per lS:7888 for 25% compression of the

10.00

Each

247

ENTERPRISE 1200 ( table typist)Enterprise 1200 Table without CPU Hanger size shall be 1200 Width mm x 600 Depth mm x 728 Height mm.Top shall be 18 mm thick Pre laminated particle boardall work surface edges shall be having duly sealed with 2mm thick PVC edgebanding. Understructure ModestyPanel 18 mm thick Pre laminated particle board . TheRectangular frame shall be fabricated component in 1.2mm thick CRCA , Finish : powder Coat( epoxy polyster) .Leg shall be fabricated component in 38 mm x 25 mm1.2 mm thick MS ERW ATube ,finish powder coat (epoxy polyster).The plastic cap for cable travel shall beinjection moulded polypropylene and leveler glide forshall be nylon 6 & MS bolt. The storage shall be havingshell and drawer tray 0.6 mm thick CRCA Finish powdercoat (epoxy polyster) plus the drawer front shall be 0.8mm thick CRCA Finish powder coat (epoxy polyster)plus lock with 10 lever and handle and leveller. The wiremanagement shall be horizontal wire carrier 0.7 mmthick CRCA Finish powder coat (epoxy polyster) andvertical wire carrier 0.8 mm thick CRCA Finish powdercoat (epoxy polyster) .

2.00

Each

248

TABLE S-1071 ( office table large)Table S - 1071 size shall be 1800 Width mm x 900Depth mm x 725 Height mm.The Top shall be 25 mmthick pre-laminated board with 2 mm thick matchinglipping stiffener provided under the top to give additionstrength(1.6 mm thick MS).The Understructure shall behaving pedestal of combination of processed wood(PLB) and mild steel (MS).There shall be 2 box drawersplus 1 filling drawer combination for both pedestals thepedestal shell shall be 0.8 mm thick MS plus the drawertray and separator shall be 0.6 mm thick MS.There shallbe sleek handles for easy grip , glide screws for levelingand also independent locking arrangement for eachpedestal. The Modesty shall be of MS panel (1.0 mmthick) recessed inside for more leg room.Panel is styledwith cutouts (windows) to give it a trendy and up marketlook.

2.00

Each

249

MARVEL HIGH BACK ( office chair executive)SEAT ASSEMBLY : The Cushioned seat is made ofInjection molded Plastic outer & inner. Plastic Inner isupholstered with leatherette and moulded HighResilience (HR) Polyurethane foam of Density 45±2kg/m3,and hardness load 16 ± 2 kgf as per IS:7888 for25% compression.*Seat SIZE : 47.0 cm. (W) x 48.0 cm. (D) BACKASSEMBLY: The Cushioned back is made of PU Foamwith insitu molded MS E.R.W Round Tube of size1.9±0.03cm x 0.16 ±0.0128cm. It upholstered withLeatherette. HIGH BACK SIZE: 47.7 cm. (W) x 76.4 cm.(D) *MID BACK SIZE: 47.7 cm. (W) x 60.1 cm. (D)2) ARMRESTS (FU3301/FU3302) : The armrest top ismoulded from polyurethane(PU) and mounted on to adrop lift adjustable type tubular armrest support made of03.81±0.03 cm x 0.2±0.01 cm thk M.S. E.R.W tubehaving chrome plated finish.The armrest heightadjustable up to 6.5±0.5cm in 5 steps. ACTIVE BIO-SYNCHRO MECHANISM (FU3301/FU3302): Theadjustable tilting mechanism is designed with thefollowing features:360' revolving type.Front-pivot for tilt with feet resting on ground andcontinuous lumbar support ensuring more comfort.Tilt tension adjustment can be operated in seatingposition.5-position Tilt limiter giving option of variable tilt angle tothe chair.

2.00

Each

250

MIDAS SOFA SET 3+2 SEATER (sofa set 5 seater)MIDAS 3 SEATER SEAT ASSEMBLY : The Cushionedseat is made of Injection molded Plastic outer & inner.Plastic Inner is upholstered with leatherette and mouldedHigh Resilience (HR) Polyurethane foam of Density45±2 kg/m3,and hardness load 16 ± 2 kgf as perIS:7888 for 25% compression.*Seat SIZE : 47.0 cm. (W) x 48.0 cm. (D) BACKASSEMBLY: The Cushioned back is made of PU Foamwith insitu molded MS E.R.W Round Tube of size1.9±0.03cm x 0.16 ±0.0128cm. It upholstered withLeatherette. HIGH BACK SIZE: 47.7 cm. (W) x 76.4 cm.(D) *MID BACK SIZE: 47.7 cm. (W) x 60.1 cm. (D)2) ARMRESTS (FU3301/FU3302) : The armrest top ismoulded from polyurethane(PU) and mounted on to adrop lift adjustable type tubular armrest support made of03.81±0.03 cm x 0.2±0.01 cm thk M.S. E.R.W tubehaving chrome plated finish.The armrest heightadjustable up to 6.5±0.5cm in 5 steps. ACTIVE BIO-SYNCHRO MECHANISM (FU3301/FU3302): Theadjustable tilting mechanism is designed with thefollowing features:360' revolving type.Front-pivot for tilt with feet resting on ground andcontinuous lumbar support ensuring more comfort.Tilt tension adjustment can be operated in seatingposition.5-position Tilt limiter giving option of variable tilt angle tothe chair.

2.00

Each

251

VEGAS CORNER TABLE(peg table)Overall Size including top cornice : Width (a) -DIA450-mm Thickness (b) - 9 mm Height (c) - 540 mm D – 320mmHardware : screw;nut;coating:chromeConstruction : K/DPacketA=B,five layer paper for cartonsFinish :.Color :black (red)Dimensions:Dimensional Drawing of the product andsub parts.

2.00

Each

252

SQUADRO BEDSIDE TABLE( bed side table)Overall Size : Depth - 450.0 mmWidth - 450.0 mmHeight - 517.0 mmMaterial : Top panel of 25 mm and Drawer fronts of 18mm PVCmembrane pressed MDF.Body and drawer panels are made of 18 mm thickPrelaminated Particle Board .All the exposed edges areedgebanded with 2 mm thick PVC edge banding.Hardware : The high quality hardware used like RollerSlides , Hinges ,minifix, dowels is of make Hettich.Construction : Knock Down construction.Packets : 1 packet.Finish :. 18 mm thick Prelaminated Particle Board is inCinnamon Shade.18 mm & 25 mm PVC membrane pressed MDF is inVermountShade

2.00

Each

253

KAREENA MID BACK CONFERENCE( conferencechair)1) Seat/ back Assembly: The Seat is made up of 1.2±0.1 cm. thick hot pressed plywood measured as per QAmethod described in OCP- QLTA-P14-18 andupholstered with fabric or pressed leather and mouldedpolyurethane foam. The back is made up 1.2 ± 0 .1cm.thick hot pressed plywood upholstered with replaceablefabric or synthetic leather upholstery cover and mouldedpolyurethane foam. The back ply and foam is designedwith contoured limber support for comfortable seatingposture.*PCH-9P01TC High back Size = 48cm.(W) x 76.0cm(H)*PCH-9P02TC Mid Back Size = 48cm (W) x 64.5cm(H)*PCH- 9P01TC/9P02TC Seat Size = 51.0cm (W) x48.0cm (D)2) High Resiblience (HR) Polyurethane Foam: The HRpolyurethane foam is moulded with density = 45 +/- 2kg/m³ and Hardness load 12 +/- 2 kgf as per IS : 7888for 25% compression.3) Armrests(fixed) (for 9P01TC/9P02TC) : The armresttop is made of moulded Polyurethane (P.U) andmounted on to a drop lift Height adjustable M.S tubulararmrest support chrome plated. The armrest height isadjustable height up to 6.5 ± 0.5 cm in 5 steps & alsohas swivel adjustment of 22ᵒ± 2ᵒ on both side.4) Knee tilt synchro Mechanism with seat depthadjustment mechnism:- The mechanism is desighedwith the following features:

10.00

Each

254

EQ bed with ply arrangement with headboard(bed withfan ply top)Overall Size: Width - 2050.0 mmDepth - 973.0 mmHeight - 720.0 mmMaterial :Headboard panels are made of 18 mm thickPrelaminated Particle Board.All the exposed edges are edge banded with 2 mm thickPVC edge banding.Bed leg frame structure consist of metal frames made ofM.S. 50 x25 mm box section in 1.2 thicknessInternal Pipes made of 19 x 19 mm box section in 0.9mmthickness.Headboard pipes are made of 25 x 25 mm box section in0.9 mmthickness.Mattress holding bkt is made of 0.6 mm CRCA SHEETHardware : The high quality hardware used .Construction: Knock Down construction.Packets: 1 packet.Finish: 18 mm thick Prelaminated Particle Board is in4501,make — GODREJ (SHIRVAL).Bed leg frame structure are powder coated in shade :MATTTAUPE WHITE. REF NO. 9001904 to thickness of 50

10.00

Each

255

STYLO(writing table)Stylo size shall be 1200 Width mm x 600 Depth mmx 750 Height mm . Table top shall be 18 mm PPB with35 KGS , shelf shall be 12.5 KGS drawer shall be 506KGS. The table top shall be 18 mm prelam particleboard , 3 mm prelam MDF board. Metal parts shall beBM Slide For Keyboard plus castor mounting table pluslocking bracket plus angle clit . Hardware shall be Screw, KD fitting , Wooden Dowel , PVC ibserts. Constructionshall be KD fitting , Wooden dowel & Angle Clit.

10.00

Each

256

DIVA VISITOR WITH ARMS(chair writing)The seat shall be made from 1.2 ±0.1cm. thk. hotpressed plywood measured as per QA methoddescribed in OCP-QLTA-P14-18 and back shall beinjection moulded from black Co-polymer Polypropyleneupholstered with fabric and moulded Polyurethane foamtogether with seat and back covers. The back foam shallbe designed with contoured lumbar support for extracomfort.The dimensions of seat shall be 45.0cm(W) x42.0cm.(D) and of back shall be 39.0cm(W) x38.0cm.(H). The armrests shall be made of blackintegral skin Polyurethane wtih 50-70 Shore 'A'Hardness and reinforced with M.S. insert. The P.U.armrests shall be then fixed to black powder-coated (DFT 40-60 microns ) armrest brackets made of of 0.5 ±0.05 cm. thk. HR steel and shall be fitted with claddingsmade of injection moulded Polypropylene. The seat andback covers shall be injection moulded in black Co-polymer Polypropylene. The HR polyurethane foam shallbe moulded with density = 45 +/-2 kg/m3 and hardnessload 16 ± 2 kgf as per IS:7888 for 25% compression.The fixed type mechanism shall be without back tilt. Thetubular frame shall be made up of dia 2.54 ±0.03cm. x0.2 ±0.016cm.thk. M.S.E.R.W. tube and black powdercoated (DFT 40-60 microns). The overall dimensions ofchair shall be Seat Height -45.0cm, Height -81.5cm,Width & Depth of Chair as measured from pedestal -Width-56.0 cm and Depth-54.0 cm.

10.00

Each

257

STORWEL MODEL - 2 (side lockers/steel alimrah)2.Product Size :916mm(W) x 486mm(D) x 1980mm(H)3.Construction & Material- Welded construction.- 0.7mm thk CRCA for shelf- 0.8mm thk CRCA for back & locker shelf- 0.8mm thk HSCR for doors-0.9mm thk CRCA for all other components4.Locking & handle-Mazak handle- Three way locking mechanism with shooting bolt5.Locker-Fixed full locker with secret compartment.-Hinged Door- 2 way locking mechanism for locker door6.Shelving- Height wise adjustable shelf mounting- 2Nos. of adjustable full Shelf7.Hanging Rod & Tie bar- 1.0mm thk ERW tube for hanging rod- 1.0mm thk aluminum for tie bar8.Leveler- M10 screw type leveler with hex plastic base9.Finish- Epoxy Powder coated to the thickness of 50 microns (+-)

10.00

Each

258

SCINTILLA WITH DESKLETThe seat sub-assembly shall be made up of 1.2+/-0.1cmthk plywood upholstered with moulded foam andpolyster fabric and shall be covered with an injectionmoulded polypropylene outer cover. The seat should tip-up when not in use and this feature should be usedwhile stacking the chairs horizontally. The back sub-assembly shall be made up of injeection -mouldedpolypropylene inner upholstered with moulded foam andpolyster fabric and shall be covered with an injectionmoulded polypropylene outer cover. The countouredback with width extension at the bottom area shall bedesigned to give comfort to lower back. The back flexingfeature shall allows the back to tilt by 9+/-2 degree to aidthe user in adopting a comfortable reclining posture. Thedimensions of back shall be 45.2cm(W) X 44.6cm(H).and of seat shall be 47.0cm (W) X 50.0cm(D). Thepowder coated 4 leg structure shall be made of 2.2+/-0.03cm dia X 0.25+/-0.02cm thk M.S.E.R.W. tube frontand rear leg shall be welded along with connecting tubemade of 1.9+/-0.02cm dia X 0.2+/-0.016cm thkM.S.E.R.W tube to form the tubular frame assembly.The legs shall be provided with injection mouldedadopter bush in black nylon and brake-loaded castorsenabling easy maneuvering while not in use and stablesiting while in use. The armrests structure shall be madeup of 2.2+/-0.03 cm dia X 0.25+/-0.02cm thkM.S.E.R.W. tube welded to the tubular frame structureand having a scratch-resistant ABS arm top. The chairs

1.00

Each

259

D-ALPINA SYNTHETIC LEATHER 3+1+1 SEATER(sofaset 5 seater)Total Length : 1980 Total Width: 885 Total Height:810 w/o Legs

5.00

Each

260

PREMIUM LOUNGE CHAIRS 1 seater(easy chair)The side frame assembly shall be fitted to the two endsof the connecting beam assembly to form the leg-cum-armrest assembly. It shall be made of 0 3.81 ±0.03cm. x0.2±0.016cm. thick cmx0.l6cm and black powder coated(DFT 40-60 microns). The ends shall be fitted with ABSmoulded end caps. It shall be the connecting beamassy. which holds the two side frames to each other. 2nos tie members shall be used to connect the sideframes. The tie-member shall be of dia 3.81 ±0.03cm x02±0.016cm. thick cm x 0.16cm and black powdercoated (DFT 40-60 microns ). The seat/back assembliesshall be mounted on one of the tie-member which shallhas 5.0 ±0.1cm x 5.0 ±0.1 cm x 0.5±0.1cm. thk 5.5±0.1cm Long MS. Std. angles welded to mount the seatand back. The seat rest assembly shall be consists of afabricated inner-frame assembly insitu-moulded HighResilience (HR) Polyurethane foam having density = 45+/-2 Kg/cm3 with Hardness load=25±2kgf as per lS:7888for 25% compression of the foam. The completemoulded seat rest assembly shall be covered with areplaceable fabric upholstery cover. The dimensions ofseat shall be: 52.0cm. (W) X 50.0cm. (D) X 6.0cm. (T).The backrest assembly shall be flexing type andconsists of a fabricated inner-frame assembly insitu-moulded with High Resilience (HR) Polyurethane foamhaving density = 45 +/- 2 Kg/cm3 with Hardness load14± 2 kgf as per lS:7888 for 25% compression of thefoam. The complete moulded backrest assembly shall

15.00

Each

261

ALICE CENTER TABLE(center table)TABLE LEGS METERIALS & SIZE :L X W X T :N/AColor :cherryTABLE TOP MATERIALS & SIZE : (tempered Glass/10mm)L X W X T 1000x650x10mmColor :clearPACKING SPECS :Table Topcarton size: 1040X690X40mmQty : 1pieces per carton (1of 2)5ply -_180__gsmTable legcarton size: 850X595X115mmQty : 1pieces per carton (2of 2)5ply -_180__gsmTopcarton size mmQty : -- pieces per carton (- of -)5ply -___gsmFINISHING:MDF +Paper

5.00

Each

262 GLIDE CORNER TABLE (peg table)Width: 450mm depth: 450mm height:700 mm

5.00 Each

263

TIMEOUT 8 SEATER(dinning table with chair large for50 students)Time Out 8 Seater PU Coated size shall be 2329 Widthmm x 1175 Depth mm x 750 Height mm . Top shall be25 mm thick base material shall be 25 mm MDF board .On top PU painting of minimum 2H hardness with 75%glass as per color chart .Combination color graphics onthe centre . Brown Laminate on bottom specially profilededges for comfort . The Understructure shall be havingbend pipe structure of MS powder coated . Pipe dia 38mm , 2 mm thick and it shall be fitted with top by SSmachine screws . Legs shall be of MS powder coatedand 38 mm dia. pipe legs are fixed with inderstructureand table top . Glide shall be of Plastic fixed at theunderstructure to prevent the damage of table top duringstacking .

1.00

Each

264

UNWIND CAFE CHAIRThe seat and back are made uo injection moulded highimpact strenght polypropylene polymer compound withindoor graade UV Resistance. The Powder coated(DFT50+ microns) weled tubular frame is made from2.22 + 0.03 cm x 0.16+/- 0.0128cm and 3.5+/- 0.03cmx1.5+/-0.03 cm x 0.16 +/- 0.0128 cm M.S.E.R.WtubThe Shoes are made of high impact strenghtpolypropylene polymer compond with indoor grad UVResistance and pressed fitted with tubularfram.

1.00

Each

265

RELISH(table pantry)Relish Table With SS Top 1200 W size shall be 1180Width mm x 460 Depth mm x 750 Height mm . Thetop shall be in Stainless Steel brushed finish with PLBinsert for Durability . Easy to clean and maintain hygiene. The Understructure shall have side frames shall bemade from 30 mm x 30 mm x 1.5 mm thick MS PowderCoated tubes at base which are welded and are fixed totop with screws . The bottom ends are closed withplastic bottles .MS Shade : S/G Metallic Dark Grey .The Cross Member shall be made from 30 mm x 30 mmx 1.5 mm thick MS powder coated tube , which is weldedand bolted to side frames .

4.00

Each

266 CAFE POD TABLE(side table)Wdth :800 length:800 depth: 738

4.00 Each

267

Fridge in the pantryProviding fridge in the pantry of LG make GL-B195OGSP or approved equivalent of 185 litrescapacity, as approved by architectThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

268

Fridge in Private rooms / other areasProviding fridge in the pantry of Electrolux make -ECL093SH - or approved equivalent of 80 litrescapacity, as approved by architectThe rate shall be inclusive of all labour, material,scaffolding, transportation, taxes, including all leads, liftsat all levels and shall be as directed by Engineer incharge.

1.00

Each

269 Providing Induction hot plate in Pantry of Bajaj make -Bajaj induction cooker ICX 7, 1900 Watt

1.00 Each

270

Microwave in pantry / staff roomsProviding LG Microwave in pantry - 28 Litre LGConvection or approved equivalent complete with all theaccessories etc as approved by architectThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

271

Vertical BlindsProviding and fixing in position Vertical Blinds of Vista /Marvel / window fashions make of approved shade. Fordetails refer to SpecificationsThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

272

Roller blindsProviding and fixing of Roller blinds (Blackout type) Vista/ Marvel / Louverline. For details refer to Specifications.The rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

273

Garbage bin (120 litres)Providing and fixing 2 (two) Wheeled Neelkamal makeRoto molded high quality plastic garbage bin of 120 litrecapacity approximately of approved colour.The rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

274

Polypropylene swing dustbin (13.5 litres)Providing and arranging in position polypropylenehousehold swing bins of 13.5 litre capacity of approvedcolor all complete as per detail drawing. The rate shallbe inclusive of all labour, material, wastage, scaffolding,transportation, taxes, including all leads, lifts at all levelsand shall be as directed by Engineer in charge.

1.00

Each

275

Pole mounted garbage bin (60 litres)Providing and fixing pole mounted Neelkamal makeRoto molded high quality plastic garbage bin of 60 litrecapacity of approved colour including all mounting steelstructure as approved by Engineer In Charge. The rateshall be inclusive of all labour, material, wastage,scaffolding, transportation, taxes, including all leads, liftsat all levels and shall be as directed by Engineer incharge.

1.00

Each

276

Dust binProviding and arranging in position dust bins out ofStainless Steel Sheets Grade 304 with or withoutperforations (minimum Size 200 millimeter diameter x400 millimeter Height). All complete as per detaildrawing, as specified and as directed by Engineer InCharge.The rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

277

Towel RailProviding and fixing Jaquar make 450millimetre longTowel Rail (ACN-CHR-1111BNM) with brackets andscrewsThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

278

Towel RingProviding and fixing Jaquar make Towel Ring Roundwith Round Flange (ACN-CHR-1121BN) with bracketsand screwsThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

279

Soap DispenserProviding and fixing Jaquar make Soap Dispenser (ACN-CHR-1135N) with brackets and screwsThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

280

Coat HookProviding and fixing Jaquar make Double Coat Hook(ACN-CHR-1161N) with brackets and screwsThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

281

Soap Dish HolderProviding and fixing Jaquar make Soap Dish Holder(ACN-CHR-1131N) with brackets and screwsThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

282

Wall HookProviding and fixing Smartshophar make Ego 6 LegsSilver Stainless Steel - Wall Hook with brackets andscrewsThe rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

283

Float mirrorProviding and fixing in position 6millimetre thicknessMirror of Modiguard/ Saint Gobain make on wall using304 grade Stainless steel studs with crystal polishededges with required accessories. The mirror shall haveholes of suitable diameter for fixing stainless steel studs,with necessary hardware, labour, fixing in position etc.complete. All material shall be of approved make. Therate shall be inclusive of all labour, material, wastage,scaffolding, transportation, taxes, including all leads, liftsat all levels. All works complete as per the drawing,specification and direction of the Engineer

1.00

Each

284

Door matProviding and fixing Extra heavy duty door mat nearentrance as per manufacturer's specifications. Allwastage shall be to contractor's account and only thesize as per actual shall be measured and paid for.The rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

285

Wall ClockProviding and fixing Ajanta make wall clock (Model No.Regular AQ-1637) including all accessories. The rateshall be inclusive of all labour, material, wastage,scaffolding, transportation, taxes, including all leads andlifts at all levels and shall be as directed by Engineer incharge.

1.00

Each

286

White boardSupplying and placing in position approved Magneticwhite matt finish marker board of (SIZE - 2000millimeterX 1200milimeter ). For details refer to specifications.The rate shall be inclusive of all labour, material,wastage, scaffolding, transportation, taxes, including allleads, lifts at all levels and shall be as directed byEngineer in charge.

1.00

Each

287

Low Height Wooden PartitionProviding and fixing low height partition (1200millimetreHeight) using 19 millimetre marine BWP (boiling waterproof) plywood framing having grid spacing at approx600millimetre x 600 millimetre centre to centre bothways and covered with 12 millimetre thick BWP (boilingwater proof) plywood on both sides and finished with1millimetre thick coloured edge laminate on all sidesCost to include required wire management Plywood ofKitply/ Greenply/ Archid make, laminate of Merino/Greenlam/ Royal touch make of approved colour anddesign. The rate shall be inclusive of all labour,material, wastage, scaffolding, transportation, taxes,including all leads, lifts at all levels. All work shall becompleted as per the drawing, specification anddirection of the Engineer in charge.(Refer drawingnumber -- IN - 511)

1.00

Each

288

Providing architecural, engineering, interior as well asproject management consultancy including liasoningwith various government agencies to seek approvals. 1 Lumpsum

289

Providing and fixing Internal way finding / directionalsignage (ceiling suspended, both side visible) made outof as approved color, grade and shade of 4milimeterthick imported virgin acrylic/aluminum composite panelwith corner routing with 25milimeter x 50milimeterprefabricated square tube frame structure withtext/graphics in digital printing on HP latex 3rdgeneration high resolution print media on 3M withmatt/glossy lamination including all fixtures, mirrorscrews and hardware etc. complete. The measurementwill be done for the actual sign board in millimeter andconverted to nearest three digit sqm for paymentpurposes. The rate shall be inclusive of all labour,material, wastages, scaffolding, transportation, taxes,including all leads and lifts at all levels and shall be asdirected by Engineer in charge.

5.00

Square Meter

290

Providing and fixing internal signages fixed as approvedby engineer in charge made out of as approved colour,grade and shade of 4milimeter thick imported virginacrylic/aluminum composite panel signages withtext/graphics in digital printing on HP latex 3rdgeneration high resolution print media on 3M withmatt/glossy lamination including all fixtures, mirrorscrews and hardware etc. complete. The general list ofsignages covered under this category are Room Identitysignage, Elevator Identity Signages, StaircaseSignages, Level Indication Signages, WashroomSignages etc. The measurement will be done for theactual sign board in millimeter and converted to nearestthree digit sqm for payment purposes. The rate shall beinclusive of all labour, material, wastages, scaffolding,transportation, taxes, including all leads and lifts at alllevels and shall be as directed by Engineer in charge.

5.00

Square Meter

291

Providing and fixing general signages fixed as approvedby engineer in charge made out of as approved colour,grade and shade of 4milimeter thick imported virginacrylic/aluminum composite panel signages withtext/graphics in digital printing on HP latex 3rdgeneration high resolution print media on 3M withmatt/glossy lamination including all fixtures, mirrorscrews and hardware Closed-circuit television complete.The general list of signages covered under this categoryare Instruction Set, No Smoking, Entry Restriction,Closed-circuit television surveillance Closed-circuittelevision The measurement will be done for the actualsign board in millimeter and converted to nearest threedigit sqm for payment purposes. The rate shall beinclusive of all labour, material, wastages, scaffolding,transportation, taxes, including all leads and lifts at alllevels and shall be as directed by Engineer in charge.

1.00

Square Meter

292

Providing and fixing identity signages fixed as approvedby engineer in charge made out of as approved colour,grade and shade of MS powder coated tray with 5mmthick imported virgin acrylic signages with text/graphicsin digital printing on HP latex 3rd generation highresolution print media on 3M with matt/glossy laminationincluding all fixtures, mirror screws and hardware etc.The measurement will be done for the actual sign boardin millimeter and converted to nearest three digit sqm forpayment purposes. The rate shall be inclusive of alllabour, material, wastages, scaffolding, transportation,taxes, including all leads and lifts at all levels and shallbe as directed by Engineer in charge.

1.00

Square Meter

293

Providing and fixing fire safety signages fixed asapproved by engineer in charge made out of asapproved colour, grade and shade of 4milimeter thickimported virgin acrylic signages with text/graphics withphoto luminescent (night glow) vinyl in digital printing onHP latex 3rd generation high resolution print media on3M with matt/glossy lamination including all fixtures,mirror screws and hardware etc. complete. Themeasurement will be done for the actual sign board inmillimeter and converted to nearest three digit sqm forpayment purposes. The rate shall be inclusive of alllabour, material, wastages, scaffolding, transportation,taxes, including all leads and lifts at all levels and shallbe as directed by Engineer in charge.

1.00

Square Meter

294

Providing and fixing campus directory fixed as approvedby engineer in charge made out of as approved colour,grade and shade of anti-vandalized and 4milimeter thickpowder coated aluminum cladded onto MS powdercoated prefabricated structure frame and text with inacrylic based changeable format in digital printing on HPlatex 3rd generation high resolution print media on 3Mwith matt/glossy lamination including all fixtures, mirrorscrews and hardware etc. complete. The measurementwill be done for the actual sign board in millimeter andconverted to nearest three digit sqm for paymentpurposes. The rate shall be inclusive of all labour,material, wastages, scaffolding, transportation, taxes,including all leads and lifts at all levels and shall be asdirected by Engineer in charge.

1.00

Square Meter

295

Providing and fixing floor directory fixed as approved byengineer in charge made out of as approved colour,grade and shade of anti-vandalized and 4milimeter thickpowder coated aluminum cladded onto MS powdercoated prefabricated structure frame and text with inacrylic based changeable format includingin digitalprinting on HP latex 3rd generation high resolution printmedia on 3M with matt/glossy lamination including allfixtures, mirror screws and hardware etc. complete. Themeasurement will be done for the actual sign board inmillimeter and converted to nearest three digit sqm forpayment purposes. The rate shall be inclusive of alllabour, material, wastages, scaffolding, transportation,taxes, including all leads and lifts at all levels and shallbe as directed by Engineer in charge.

2.00

Square Meter

296

Providing and fixing of exterior signage , to be fixed onthe entrance strucutre with the help of MS frame work,signage to be made of MS pipe frame work, claddedwith 3 milimeter Aluminum composite panel, duly cut byComputer Numerical Control router, and the letters to belaser cut, 80milimeter thick casted acrylic letter with endcap, fitted on 4milimeter 040 casted acrylic, the lettersfront to be 3M day and night electrocut vinyl, Thesignage shall illuminated with backlit Light EmitingDiode, of PHILLIPS/GE make of at least 5 Yrsguarantee (certificate to be provided, by the makers ofLight Emiting Diode) with as approved colour of letterscomplete in all respects. The rate shall be inclusive of alllabour, material, wastages, scaffolding, transportation,taxes, including all leads and lifts at all levels and shallbe as directed by Engineer in charge.

1.00

Square Meter

297

Providing and fixing branding signage - main identity onbuilding facade fixed as approved by engineer in chargemade out of as approved colour, grade and shade ofThree Dimensional signage with polyurethane coatingincluding all fixtures, structure and hardware. The rateshall be inclusive of all labour, material, wastages,scaffolding, transportation, taxes, including all leads andlifts at all levels and shall be as directed by Engineer incharge.

1.00

Square Meter

298

Providing and fixing branding signage - receptionbackdrop fixed as approved by engineer in charge madeout of as approved colour, grade and shade of ThreeDimensional signage with polyurethane coatingincluding all fixtures, structure and hardware. The rateshall be inclusive of all labour, material, wastages,scaffolding, transportation, taxes, including all leads andlifts at all levels and shall be as directed by Engineer incharge.

1.00

Square Meter

QUOTATED TOTAL IN FIGURESTOTAL IN FIGURES