RAJASTHAN STATE WAREHOUSING CORPORATION(A Government Undertaking)

Head Office : Bhawani Singh Marg : Jaipur 302015

TENDER DOCUMENT

FOR

Name of Work : Dismantle of multispan Godown 2000MT& construction of Godown 1800 MT,Renovation & repair of Godown and Toilet, Repair of Boundary wall , constructionof Water harvesting structure & C.C.Road and Electrifiction work at StateWarehouse, Antah.

Post Qualification Bid (Technical Bid)

Name of Contractor : -----------------------------------

-----------------------------------

-----------------------------------

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RAJASTHAN STATE WAREHOUSING CORPORATION

POST QUALIFICATION BID (Technical Bid)

NIT No. : RSWC/Eng./Tender/02/2018-19

Name of work : Dismantle of multispan Godown 2000 MT&construction of Godown 1800 MT,Renovation & repair of Godown and Toilet ,Repair of Boundary wall , construction ofWater harvesting structure & C.C. Roadand Electrifiction work at StateWarehouse, Antah

Estimated cost : Rs. 195.00 lacs

Earnest Money : 2% of NIT amount.

Cost of Tender : Rs. 2360.00

Completion Period : 300 days

RAJASTHAN STATE WAREHOUSING CORPORATIONSPECIAL CONDITIONS OF CONTRACTPOST QUALIFICATION OF CONTRACT

Name of work : Dismantle of multispan Godown 2000 MT& construction ofGodown 1800 MT, Renovation & repair of Godown and Toilet, Repair of Boundary wall , construction of Water harvestingstructure & C.C. Road and Electrifiction work at StateWarehouse, Antah.

Special conditions of contract for Post Qualification Assessment, as detailedhere under, shall be applicable in addition to all other terms and conditions alreadyprescribed under standard agreement forms/rules and regulations relating tocontracts

Procedures :1. Procedures for Post Qualification would be as follows :

(i) Three envelops system would be adopted. Envelope 1 for Tender Fee,Processing Fee, Earnest Money Deposit, PAN, Valid RegistrationCertificate of Contractor and Work Experience Certificate ofBuilding/Godown. For Post Qualification envelop 2 being theAssessment Bid and envelope 3 being the financial Bid.

(ii) The Post Qualification Bid (Technical bid) envelop would be opened onthe date and time specified in the Notice Inviting Tenders and the bidwould be evaluated by the Authorised Committee according to thecriteria for Post Qualification laid down hereunder.

(iii) The financial bid envelop would be opened of only those bidders whofulfill the Post Qualification criteria.

Criteria :2. Criteria for Post Qualification would be as follows :-

(i) The bidder should have executed at least 33.33% of the followingquantities of work in any one of the last five financial years. Howeverthe bidder may opt the current year in the above said five yearassessment period.

S.No.

Item Quantity as per'G' Schedule

1. Reinforced cement concrete work 362.00 Cum.2. Centering and Shuttering 589.50 Sqm.3. Cement Concrete 1:5:10 & 1:4:8 762.00 Cum.4. Masonry work (Stone/Bricks) 627.50 Cum.5. Steel work including angles, pipes,

channels, flats, tubular truss etc.excluding reinforcement steel.

15272.00 Kg.

6. Cement Plaster/Pointing Work 5050.00 Sqm.7. Cement concrete road work M-30

(Controlled concrete)1100.00 Cum

8. Installation of Color coated G.I. Steelsheet Roofing/A.C. sheet

6400.00 Sqm

9. Reinforced Steel work 8030.00 Kg.

(ii) The bidder should have completed at least one work of similar natureof Building work including steel work in last five years (includingcurrent year, if opted by the bidder of the value updated to presentprice level) not less than 33.33% of the cost of work (Bid cost).

(iii) The bidder should have achieved a financial turnover of at least 60%of the cost of work (bid cost) in any one of the last five financial years.However the bidder may opt the current year in the five yearassessment period.

(iv) The Bidder should be able to deploy the machinery and equipment asspecified in the schedule-III for the execution of this work. Themachinery and equipment should be available to the bidder onownership or confirm lease basis for which appropriate proof on Non-Judicial stamp paper will have to be submitted.

(v) BID CAPACITY :Bidders who meet the minimum qualification criteria will be qualifiedonly if their acceptable bid capacity is more than the cost of the work(Bid cost). The available Bid capacity will be calculated as whereunder :- Bid capacity (AXNX 3-B)A= Maximum value of civil engineering works executed in any one

year during the last five years (updated to present price level)taking into account the completed as well as works in progress.However the bidder may opt the current year in the five yearsassessment period.

N= Number of years prescribed for completion of the works forwhich bids are invited.

B= Value at present price level of existing commitments and ongoing works (at hand) to be executed during 'N' (the periodprescribed for completion of the works for which the bids areinvited)

(vi) Litigation History :Bidder should provide accurate information of any litigation orarbitration resulting from contracts completed or under execution byhim over the last five years. The max. value (updated at the presentprice level) of disputed amount claimed in litigation/arbitrationresulting from contracts executed in last five years shall be deductedfrom the calculated Bid capacity of the bidder. The details of thoseshall be furnished in Schedule-VI.

Note :(i) The statement showing the value of existing commitments andongoing works as well as the stipulated period of completion(remaining) for each of the works listed should be counter signed bythe Engineer-in-charge, not below the rank if Executive Engineer.

(ii) The present price level for turn over and cost of completed work anddisputed amount of similar nature in the previous years, value shallbe given weight age of 10% per year

(a) For last year 1.00 -(b) For one year before - 1.10(c) For two year before - 1.21(d) For three year before - 1.33(e) For four year before - 1.46

For current year, the price level shall be 1.00Documentation :3. The bidder should furnish the following documents along with the

assessment Bid :(a) Information regarding financial resources and capability, in Schedule-

I.(b) Information regarding quantities of works executed in any one of the

last five financial years in Schedule-II(c) Certificates from the concerned Engineers-in-charge in support and

verification of the information furnished in Schedule-II.(d) Information regarding machinery and equipment required for

deployment, as detailed in Schedule III.(e) Information regarding details of Maximum value of at least one civil

engineering work executed in the last five years taking into accountthe completed in Schedule-IV.

(f) Information regarding existing commitments & on going works to becompleted in Schedule-V.

(g) Information regarding details of litigation or arbitration contracts tobe furnished in Schedule-VI.

Important :4. (a) The bidder must ensure that all the information required in the

documents is furnished by him complete in all respects. He wouldnot be allowed to withdraw any document, or to rectify anyinformation furnished therein, after submitting the bid.

(b) In place of immediate availability of the certificates as mentioned para3. The bidder should give as affidavit that the "Information furnishedin Schedule I,II,III,IV,V & VI is correct". If any information is found tobe incorrect the offer of the bidder shall be rejected and action.

(c) All the provisional of RTTP Act, 2012 and RTTP Rules, 2013 shall beapplicable.

Rejection of bids:5. The department reserves the right to reject any bid or to disqualify and or all

the bidders, without assigning any reasons.6. If a bid is not accompanied with the requisite documents as mentioned in

Para 3 (a) to 3 (g) or is not in accordance with procedure specified in para 1,it would be liable for rejection.

Signature of Bidder Executive Engineer(With Seal) R.S.W.C., Jaipur

RAJASTHAN STATE WAREHOUSING CORPORATIONPost Qualification of Contractor

ABSTRACT DETAILS1. Name of the work : Dismantle of multispan Godown 2000 MT&

construction of Godown 1800 MT, Renovation &repair of Godown and Toilet , Repair of Boundary wall, construction of Water harvesting structure & C.C.Road and Electrifiction work at State Warehouse,Antah

2. Name of the Contractor & Mobile No. : _____________________________________

3. Enlistment Category (with Department) : _____________________________________

4. GST No. : _____________________________________

5. Income TAX Permanent Account No. : _____________________________________

6. P.F. Registration No. : _____________________________________

CRITERIA :

7. Maximum Quantity of work executed in any one of the last five financial years :

(a) Reinforced cement concrete work : _____________________________________

(b) Centering and Shuttering : _____________________________________

(c) Cement Concrete 1:5:10 & 1:4:8 : _____________________________________

(d) Masonry work (Stone/Bricks) : _____________________________________

(e) Steel work including angles, pipes,channels, flats, tubular truss etc.excluding reinforcement steel.

: _____________________________________

(f) Cement Plaster/Pointing Work : _____________________________________

(g) Cement concrete road work M-30(Controlled concrete) : _____________________________________

(h) Installation of Color coated G.I. Steelsheet Roofing/A.C. sheet : _____________________________________

(i) Reinforced Steel work : _____________________________________

8. Maximum value of single work of similar nature completed in last five years (asper Schedule-IV)

Type of work Completion Cost

Building work including Steel work _____________________________________

9. Maximum financial turn over in any one of the last five years (as per Schedule-I)

_________________________________________________________________________________

10. Availability of Machinery & Equipment (as per Schedule-III)

Item No. ofOwned

No. Leased Total

(a) Electrical Drill machines(b) Electrical Steel cutting machines(c) Electrical Arc Welding machines(d) Gas welding equipment(e) Plate Vibrator(f) Needle Vibrator(g) Generator 40 KVA (Three phase)(h) Water Pump (5 HP)(i) Concrete Mixture Machine(j) J.C.B. Machine(m) Water Tanker 5000 litre.

I/We hereby undertake to deploy the machinery and equipment, listed, above as and whenrequired in the execution of this work.

11. Litigation/Arbitration (as per Schedule-VI) maximum value at present price levelof disputed amount claimed in litigation/Arbitration resulting from contractsexecuted last five years in

_________________________ _________________________ _________________________

12. Bid Capacity = (AXNX3) – B

Wherea A- Max. value of works executed in any one of the last five years updated to the

current price level (as per Schedule-I)

_________________________ _________________________ _________________________

b N – Number of years prescribed forcompletion of the work for which thebids are invited.

_________________________ _________________________ _________________________

c B - Value at present price level of existing Commitments and ongoing works tobe executed during period 'N' (period prescribed for completion of the works forwhich the bids are invited) (as per Schedule-V)

_________________________ _________________________ _________________________

13 Acceptable Bid Capacity =Bid Capacity calculated as per (11) aboveMaximum value of disputed item as per (10) above

_________________________ _________________________ _________________________

Signature of BidderWith Seal & Address

Schedule — IFINANCIAL RESOURCES AND CAPABILITY

[REFERENCE PARA 3 (a)]

1. Name of Bidder

2. Total financial turnover achieved by the bidder in the same name andstyle in the last five financial years.

Year Turnover(i)(ii)(iii)(iv)(v)Note : Balance Sheets and Profit & Loss Accounts for the last fiveFinancial Years should be enclosed.

3. Total financial turnover projected in the current financial year.

4. Has the bidder ever been debarred from tendering for CentralGovernment/and any State Government/any Governmentundertaking?

Yes/No. If yes give details

5. Has the bidder ever been declared insolvent?

Yes/No. If yes give details

6. Name/(s) and Branch/(s) of bidder's Bankers.

I/We hereby certify that the above information is corrected to the best ofmy/our knowledge and belief.Date :

Signature of Bidder(With seal)

Schedule — II[REFERENCE PARA 3 (b)]

DETAILS OF QUANTITIES OF WORKS EXECUTED IN ANY ONE OF THE LAST FIVE FINANCIAL YEARS

S.No.

Name ofwork (withclientagreementNo. & date)

Client/Department

Place(District/

State)

Financial Year Principal Items of works

Reinforcedcementconcrete

work

Centeringand

Shuttering

CementConcrete1:5:10 &

1:4:8

Masonry work(Stone/Bricks)

Steelwork

including

angles,pipes,

channels, flats,tubulartrussetc.

excluding

reinforcementsteel.

CementPlaster/Pointing

work

Cementconcrete

Roadwork M-

30(Controll

edconcrete

Installation ofColorcoated

G.I.Steel/A.C. sheetRoofing

Reinforced Steel

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Signature of Bidder(With seal)

Note: Certificate from concerned Engineer-in-charge should be enclosed in support and verification of the abovestatement.

Schedule — III[REFERENCE PARA 3 (d)]

Details of minimum machinery and equipment to be deployed by the contractor in theexecution of the tendered work

Item Minimum Nos.Req.

Source of AvailabilityOwned/leased

(a) Electrical Drill machines 2

(b) Electrical Steel cutting machines 2

(c) Electrical Arc Welding machines 2

(d) Gas welding equipment 1

(e) Plate Vibrator 3

(f) Needle Vibrator 3

(g) Generator 65 KVA (Three phase) 1

(h) Water Pump (5 HP) 1

(i) Concrete Mixture Machine 3

(j) J.C.B. Machine 1

(m) Water Tanker 5000 litre. 3

I/We hereby undertake to deploy the machinery and equipment, listed aboveas and when required in the execution of this work.

Date :

Signature of Bidder(With seal)

Schedule — IV[REFERENCE PARA 3 (e)]

Details of Maximum Value of at least one single work of similar nature completed inlast five years taking in to account the completed as well as works in progress

S.No.

Name ofwork(with

agreementNo. &date)

Client/Department

Place(District/

State)

FinancialYear

Costof

workasper

workorder

Stipulateddate of

commence-ment

Stipulateddate of

completion

Valueof

workdone

duringtheyear

1 2 3 4 5 6 7 8 9

Signature of Bidder(With seal)

Note: Certificate from concerned Engineer-in-charge should be enclosedin support and verification of the above statement.

Schedule — V[REFERENCE PARA 3 (f)]

Details of Existing Commitments & On-going works to be CompletedS.No.

Name ofwork (withagreement

No. &date)

Client/Department

Costof

workasper

workorder

Stipulated dateof

commencement

Stipulateddate of

Completion

Valueof

Balancework

on dateof

tender

Likely dateof

completionof balance

work

1 2 3 4 5 6 7 8

Signature of Bidder(With seal)

Note: Certificate from concerned Engineer-in-charge should be enclosedin support and verification of the above statement.

Schedule — VI[REFERENCE PARA 3 (g)]

Details of Litigation of Arbitration ContractsS.No.

Name ofwork (withagreement

No. &date)

Client/Department

Workorder

Amount

DisputedAmount

Claimed inLitigation/Arbitration

Date ofRaising

DisputedAmount

ActualAward

Amount,if thecase

decided

Cause ofLitigation& matter

indispute

1 2 3 4 5 6 7 8

Signature of Bidder(With seal)

Note: Certificate from concerned Engineer-in-charge should be enclosedin support and verification of the above statement.

RAJASTHAN STATE WAREHOUSING CORPORATION(A Government Undertaking)

Head Office : Bhawani Singh Marg : Jaipur 302015

TENDER DOCUMENT

FOR

Name of Work : Dismantle of multispan Godown 2000MT& construction of Godown 1800 MT,Renovation & repair of Godown and Toilet, Repair of Boundary wall , constructionof Water harvesting structure & C.C.Road and Electrifiction work at StateWarehouse, Antah

Financial Bid

NIT AMOUNT : Rs. 195.00 lacs

Earnest Money : 2% of NIT amount

SECTION-1

Memorandum of work

RAJASTHAN STATE WAREHOUSING CORPORATION

MEMORANDUM OF WORKSName of work : Dismantle of multispan Godown 2000 MT&

construction of Godown 1800 MT,Renovation & repair of Godown and Toilet ,Repair of Boundary wall , construction ofWater harvesting structure & C.C. Road andElectrifiction work at State Warehouse, Antah

NIT No. : RSWC/Eng./Tender/01/2019-2020Estimated cost : Rs. 195.00 lacsEarnest Money : 2% of NIT amount (Rs. 390000.00)Cost of Tender : Rs. 2360.00Completion Period : 365 daysSCHEDULE "A" Information useful for the contractor :

The tenderer should see the site and fully understand theconditions of the site before tendering. The works shall becarried out in accordance with site before tendering. The workshall be carried out in accordance with section 2, 3 and 4 ofthis document and Rajasthan PWD detailed specification andto the entire satisfaction of the Engineer in charge of the work.

SCHEDULE "B" List of the detailed drawing to be supplied by the RSWC. Allrelevant typed drawings are appended herewith. The detailedestimates may be seen in the concerned office.

SCHEDULE "C" The contractor shall have to arrange at his own cost the fullsize details, templates etc., as may be required by theEngineer-in-Charge from time to time.

SCHEDULE "D" The test of material and the workmanship shall be conductedby RSWC as and when necessary. The result of which shouldconform to the standards laid down in the Indian standardsand/or the standards laid down in the detailed specification ofthe PWD. Proper quality control is required to be maintainedby the contractor at his own cost.

SCHEDULE "E" The samples of the materials to be used by the contractor shallbe deposited 15 days in advance if required by the Engineer inCharge and be got approved from him before use.

SCHEDULE "F" Time for completion as mentioned in NIT shall start after 10days of issue of letter of acceptance or date of agreementwhichever is earlier.

SCHEDULE "G" Bill of quantities is enclosed. The rates taken in the scheduleare as per B.S.R. 2013 (Baran Circle) Building, B.S.R. 2018(Baran Circle) Road, B.S.R. 2013(Jaipur Circle) Electric andB.S.R. 2014(Jaipur Circle) Building.Wherever not mentionedno additional payment of lead and lift are allowed.

SCHEDULE "H" Non BSR items, if required to be executed are given inSchedule "H".

SECTION-2

Notice of Inviting Tenders

RAJASTHAN STATE WAREHOUSING CORPORATION

NOTICE INVITING TENDER FOR WORKS

1. Tenders are hereby invited on behalf of the Managing Director, R.S.W.C. forthe works as per attached 'G' and 'H' schedule.

2. Contract documents consisting of the detailed plan, complete specifications,schedule of quantities of various classes of work to be done and the set ofconditions of contract to be complied with by the persons whose tender maybe accepted which will also be found printed in the form of tenders can beseen in the office of the Executive Engineer, R.S.W.C, on any day during officehours except Saturday, Sunday and Public holiday.

3. Tenders which must be submitted through e-tendering on-line system as perthe procedure mentioned in potential assessment/post qualificationassessment bid (technical bid on line upto the date and time given in the NITand will opened by the authorised commettee in his office on due date andtime given in NIT) in the presence of such contractors or his authorisedrepresentatives as may be present.

4. Tenders must be submitted on the prescribed form, which can be obtained online on payment of specified sum as mentioned in NIT. Before submittingtenders it should be ensured that the Tenderer signs all the tender papersincluding conditions of contract.

5. The work is to be completely finished to the satisfaction of Engineer in Chargewithin the prescribed period as stipulated from the date of commencement asmentioned in work order.

6. The security Deposit @ 10% of the gross amount of the bill shall be deductedfrom each bill and shall be refunded as per rules on completion of thecontract as per terms and conditions. The earnest money deposited shallhowever be adjusted while deducting security deposit from first running bill ofthe contractor. There will be no maximum limit of security deposit.

7. The acceptance of a tender shall vest with the competent authority as perschedule of powers in force at the time of sanction who does not bind himselfto accept the lowest tender and reserves to himself the authority to reject anyor all of the tenders received without assigning any reason.

8. No refund of tender fee and processing fee is claimable for tenders notaccepted or forms returned or for tenders not submitted.

9. The tenders for work shall remain open for acceptance for a period of 40 daysfrom the date of opening of tenders. If any tenderer withdraw his tender beforethe expiry of the said period or makes modifications in the terms andconditions of the tender within the said period which are not acceptable to theRSWC or fails to commence the work in the specified period the R.S.W.C.shall without prejudice to any other right or remedy be at liberty to forfeit theentire amount of earnest money absolutely.

10. All tenders in which any of the prescribed conditions are not fulfilled or whichhave been vitiated by arrears in calculations totaling or other discrepancies orwhich contain overwriting in figures of words or corrections not initialed anddated will be for rejection.

11. Validity of earnest money shall be 60 days from the date of opening of tender.

12. Tenders determined to be substantially responsive will checked by theEmployer/Tender opening authority for any arithmetic errors in computationand summation. Errors will be corrected as follows :-a) Where there is a discrepancy between rates in figures and in words, the

lower of two rates shall be taken as valid and correct rate.b) Where there is a discrepancy between the unit rate and the total

amount derived from the multiplication of the unit rate and thequantity, the unit rate as quoted will governs and

c) When no rate is given and the total amount for the item is given, theunit rate shall be derived by division of amount by the quantity.

NOTE : The amount stated in the form of tender will be adjusted by theEmployer/Tender opening authority in accordance with the aboveprocedure for the correction of errors and this shall be considered asbinding upto the tenderers. If the tenderer does not accept thecorrected amount of tender, his tender shall be rejected and thesecurity amount shall be forfeited.

13- (a) The tenderer shall fill in rates and prices for all items of worksdescribed in the bill of quantities (in case item rates demanded). Itemsagainst which no rate or price is entered by the tenderer shall not bepaid by the RSWC, Head Office, Jaipur when executed and shall bedeemed to be covered by the other rates and prices in the bill ofquantities.

(b) If the tenderer does not quote any rate for any part of the "G" Schedule,it will be considered as on BSR.

14- Payment Terms :(a) No advance payment shall be made.(b) Payment shall be made on the basis of the 4(four) running bills and one

final bill subject to a minimum of 20% of the contract value.15. All the provisions of RTTP Act, 2012 and RTTP Rules, 2013 shall be

applicable.

(Signature of Contractor)Seal:

Executive EngineerR.S.W.C.Jaipur

SECTION-3

Special Conditions of Contract

RAJASTHAN STATE WAREHOUSING CORPORATIONSPECIAL CONDITIONS OF CONTRACT

1. Time is an essence of the work contract.2. The Contractor will be governed by applicable Labour Laws.3. All contracts with Government shall require registration of workers under the

Building & other construction workers (Regulation of Employment & conditionof Service) Act,1996 and extension of benefits to such workers under the Act.The labour engaged by the contractor for carrying out the work shall be at hisown risk and cost. He is bound to protect the interest of labour rights as perlaws and rules prevailing and enforce. Contractor shall be fully responsible forprovident Funds, Insurance etc. for workers engaged by him on the work.

4. The contractor shall have to bear all types of taxes (if applicable) and as maybe applicable from time to time. In other words cost of work to be tendered isinclusive of all taxes, if applicable and other taxes as applicable from time totime. Corporation will not make any extra payment for all these taxes and anynew taxes. Corporation will deduct Royalty, Income-Tax (TDS), Welfare Cessetc. Contractor will be liable to pay GST taxes/octroi directly to concerneddepartment/local bodies.

5. Roller and other machinery shall have to be arranged by the Contractorhimself, however the Corporation may assist in its procurement on request.

6. No store article shall be supplied by the Corporation and the Contractor shallhave to arrange at his own expenses & as per ISI standard.

7. All disputes shall be subject to the jurisdiction of the Civil Courts of Jaipurcity only.

8. The rates quoted by the tenderer will remain in force for 40 days from the dateof opening the tender.

9. If there is any typographical error or otherwise, in the Schedule ‘G’, the ratesas given in the Raj. P.W.D. B.S.R. on which Schedule ‘G’ has been prepared,shall prevail.

10. By Submission of this tender, the Contractor agrees to abide with all theprinted conditions provided in the P.W.D. manual form No. 107 andsubsequent modifications.

11. No conditions are to be added by the contractor and conditional tender isliable to be rejected SUO MOTO.

12. (a) The Security deposit @ 10% of the gross amount of the bills shall bededucted from each bill and the Earnest Money deposited shall be adjustedwhile deducting Security Deposit from first Running bill of the contractorSecurity Deposit shall be refunded as per rules on completion of the contract.(b) The amount of Security Deposit deducted shall not be converted into anymode of securities like bank guarantee, FDR etc. during the execution of thework.(c) However, a contractor may elect to deposit full amount of 10% securitydeposit in the shape of bank guarantee or any acceptable form of securitybefore or at the time of executing agreement or after completion of the work.In that case earnest money may be refunded only after deposition of full 10%as above. However, in case during execution cost of works exceeds as shownat the time of depositing 10% as above, balance security deposit shall bededucted from the Running Account Bills"

13. The Contractor will present himself in this office within a period of 7 days tosign the agreement deed positively from the date of issue of work order.

14. The Contractor should sign in full on each page of the tender documents.15. The Earnest Money deposited by the rest tenderers will be refunded only after

issue of the work order and execution of Agreement.16. (a) The payment of the Contractor shall be made in four Running bills. The

payment of the first Running bill shall be made only after the completion ofwork at least 1/5 of the work order amount. Thus, the payment of the Second,Third and Fourth Running bills will be made only after completion of at least1/5 additional work of the total work assigned, as the time of preparing eachbill and the fifth bill will be treated as Final Bill.(b) To ensure good progress during the execution of work, the Contractor.shall be bound, in all cases in which the time allowed for any work exceedsone month (save for special jobs), to complete 20% of the whole of the workbefore 25% of the whole time allowed under the contract has elapsed, 40% ofthe work before 45% of such time has elapsed and 60% of the work before65% of such time has elapsed and 80% of the work before 85% of such timehas elapsed and full work completed by scheduled date of completion. If thecontractor fails to complete the work in accordance with this time schedule interms of cost in money, and the delay in execution of work is attributable tothe contractor, the contractor shall be liable to pay compensation to theCorporation at every time span as below:-

A. Time Span of full 25% 45% 65% 85% 100%Stipulated period (____days) (____days) (____days) (____days) (____days)

B. Work to be completed 20% 40% 60% 80% 100%in terms of money (Rs._______) (Rs._______) (Rs._______) (Rs._______) (Rs._______)

C. Compensation payableby the contractorfor delay attributableto the contractor atthe stage:

2% of 4% of 6% of 8% of 10%ofScheduled Scheduled Scheduled Scheduled Scheduledwork work work work workremained remained remained remained remainedunexecuted unexecuted unexecuted unexecuted unexecutedon the last on the last on the last on the last on the lastday of(25%)

day of(45%)

day of(65%)

day of(85%) day of

time span. time span. time span. time span. contractedfull period.

17. The A.C. Sheets shall be used conforming to IS: 459-1970 (with upto dateamendments) by specifications as per ‘G’ Schedule IS marked.

18. The Steel Tubular Pipe Roofing Structure shall be supplied conforming thespecifications as per ‘G’ Schedule and drawing attached.

19. The tubes of tubular trusses must be physically tested and confirm to IS:1161 duly manufacture with hot finished weld process recording minimumyield stress 21.5 Kg./mm. (Two sample copies of physical test certificate)should accompany.

20. The thickness of tubes used should not be less than 10 gauge (3.25 mm) orconforming to IS:1161-1979/ 1239-1979 and its latest amendments.

21. The name of brand of the tubes used in the manufacture in structure shouldbe stated clearly.

22. The size and gauge of tubes used for various members should be as perdrawing and approximate weight of the entire roofing structure should bementioned.

23. One sharp coat of zink chromate/red oxide paint must be painted onstructure.

24. The inspection of the material i.e. gal. sheet/color coated sheets will beconducted by the Committee or any other authorised representatives ofCorporation at your works before fixing the material. After inspection of thematerial, the same will be got verified in presence of the concerned WarehouseManager and Junior Engineer at the site of work. Testing charges for thesheet, if any, shall be borne by the agency.

25. The Tubular trusses will be accepted on the basis of standard weight workedout in the ‘G’ Schedule according to IS Code and allowing + 5% variations. Ifthe actual weight of supplies is within the higher limit of 5%, the payment willbe arranged as per the weight mentioned in ‘G’ Schedule and if the actualweight is below with the limit of 5%, the payment will be arranged as peractual weight. If the variation in weight is more than 5% on lower side, thegoods are liable to be rejected.

26. Rates quoted by the tenderer in the tender will be his final rates. Anyrepresentation with regard to any kind of change in the rates will not beentertained. If any such effect is made by the tenderer, then his EarnestMoney shall be forfeited by the Corporation and his tender will be rejectedSUO MOTO.

27. Payment of material supplied by the contractor shall be made only afterfixing/using of the same excluding in case of gal. sheet roofing.

28. If any additional condition quoted by the tenderer other than the conditionsstipulated by the Corporation, then 1% additional Earnest Money shall haveto be deposited by the tenderer while submitting the tender for each conditionfailing which no such condition by the tenderer will be accepted and histender will be rejected SUO MOTO. However, the Corporation reserves right toaccept or reject the additional condition/conditions given by the tenderer.

29. The Corporation reserves the right to accept/reject any tender withoutassigning any reason thereof.

30. In case of two or more tenderers quote equal rate for the tender the Ist lowestshall be determined by lottery system in the Chamber of Managing Director,R.S.W.C.. The equal rate tenderers may attend such determination.

31. The work shall be awarded to tenderer who shall quote lowest rate for theschedules 'G'&'H'. Meaning lowest rate shall be counted to totaling up both 'G'& 'H' Schedules.

32. If on check, there are some discrepancies, the following procedure shall befollowed :(i) When the rate quoted by the contractor in figures and in words tallies,

but the amount is not worked out correctly, the rate quoted by thecontractor shall be taken as correct and not the amount worked out.

(ii) While quoting rates, if rate/rates against any item or items are found tobe omitted, the rate given in the Schedule 'G' by the department forsuch items will be taken into account while preparing comparativestatement and contractor shall be bound to execute such item on 'G'schedule rates.

(iii) In case where percentage is given but the above or below not scored thetender will be non responsive.

33. The contractor should quote his rate only in one language i.e. either in Hindior English. Rates should be quoted in figures as well as in words. In case acontractor has quoted rates in both the languages, and the rates so quoteddiffer, then the lower of the two shall be treated as the rate quoted by theContractor.

34. If any contractor who having submitted a tender does not execute theagreement or start the work or does not complete the work and the work hasto be put to retendering, he shall stand debarred from participating in suchretendering in addition to forfeiture of Earnest Money/Security Deposit andother action may be taken.

35. Final payment of M-30 control C.C. item will be made after getting core cuttertest result. Testing charges will be borne by agency.

36. The price variation/escalation shall not be payable.37. Order of precedence of documents :

(a) Special condition of contract shall supersede/prevail over Generalconditions of contract.

(b) General conditions of contract shall supersede/prevail over PWF&ARissued by Government of Rajasthan.

(c) RTPP Rules/Act and PWF&AR shall be referred only is case where specialconditions of contract and general conditions of contract are silent.

SIGNATURE OF THE CONTRACTOR EXECUTIVE ENGINEER.R.S.W.C. JAIPUR.

SECTION-4

Special Conditions of Self Supported GalvalumeSteel sheet Roofing

RAJASTHAN STATE WAREHOUSING CORPORATIONSPECIAL CONDITIONS FOR SUPPLY AND INSTALLATION OF SELF SUPPORTED

ARCH SHAPED GALVALUME STEEL SHEET ROOFING

Specification for Arch Shaped Self Supported Galvalume Steel sheet Roofing.

1. The roofing system should be designed to withstand the wind load (As per IS875 Part-3). The design should also comply with any other relevant ISCodes.

2. The steel sheet shall be 3’-0” (914MM) width (tolerance +/- 2 mm) whichshall be curved and moulded at site using mechanical press and dies to thedesired curves and shape to form 2’-0” (605 MM) wide interlocking panels.These panels shall be erected in position and their seams shall beinterlocked and pressed to close the seam forming a water tight joint. Minorcolour chipping/scratching should be rectified by applying Epoxy lacquer.Necessary arrangement including the supply for the installation of fastenersat the end will be there in the scope of work.

3. The installation of steel sheet should be done by mechanized methods. Theagency has to mobilize required number of hydra for transportation of steelsheets and cranes for the erection of seamed steel sheets.

4. Adequate precaution shall be taken by the agency during theinstallation process for the safety of their workers. Safety belts,helmets and other safety equipments for the execution of job must be used,wherever required. Works in height panel installation process shall not becarried out in case of wind velocity at site location is above 22 K.M. per hour.

5. The design and drawing for the roof must be submitted to the RajasthanState Warehousing Corporation for approval before the installation of thesteel sheets at site. The agency shall make provisions for hangers andclamps etc. for providing light fixtures in the roof, wherever required.

6. Material : The material of Galvalume steel sheets shall have the followingspecifications:

Alloy Coated High Tensile steel(Steel Grade D) imported Galvalume steelsheets of Thyseen Krupps(Germany), Dongbu Steel Co. Limited (Korea), CorusSteel (U.K.) make with coating 55% Aluminium, 43.5 Zinc and 1.5% Silicon.The manufacturer shall be follow international standard for Galvalume Steelsheet Roofing.

TENSILE STRENGTHYield strength 350 MPa. with details as recommended in ASTM 792M.

COATINGCoating Mass of AZ-150 (150 gms/sqm on both sides) of the shade to bedecided by RSWC.

7. ORGANIC PAINT COATING SYSTEM: Regular polymer Coat: 20 micron ontop coat over 5 micron of primer on bottom, coat of 7 micron of grey colourover 5 micronn of primer.

Colour Code : For blue would be RAL 5012 and for white RAL 9002 and

relevant codes for other colours.

The colour patten and code would be got approved from RSWC before supplyat site.

8. THICKNESS:i) Basic material thickness (BMT)=1.00 mm (tolerance as ±0.02mm) for

21.80 mtr. C/C span.

ii)Total Coated thickness (TCT) = 1.075 mm (tolerance as ±0.02mm) for21.80 mtr. C/C span.

9. TESTING OF MATERIALThe steel sheets shall be tested before use to check the Basic MetalThickness, Coating Mass and Tensile Strength, as per norms given below

(a) Upto 10 coils - Two sample

(b) 10 to 20 coils - Four samples

(c) 20 to 40 coils - Six samples

(d) 40 to 60 coils - Eight samples and so on

Test charges if any, shall be borne by the agency. The payment of roof steelsheeting shall be done only after receipt of test report from the Lab. In casethe results are found to be conforming to the laid down specifications onlythen the payment shall be made. Warehouse Manager entered in centre indead stock Register after supply of material and collect sample of suppliedmaterial in presence of committee. Sealed the sample handover committeemember. If test report has been failed the supplied material remove withinseven days at his own cost and same material shall be supply within sevendays positively.

10 STANDARDS:The agency shall be ISO certified and shall follow InternationalStandard for Galvalume steel sheet roofing.

11. FIXTURESThe fixtures like fasteners, turbo ventilators and translucent steel sheetsshall be designed to suit the requirements of RSWC Technicalspecifications of turbo ventilators:

Model StandardCentral dia. of vanes 28 Inch (710 mm.)

Neck/Throat Diameter 21 Inch (530 mm.)

No. of vanes (Blades) 36 Inch vanes

Height 19 Inch (480 mm.)

Capacity at 25 ft. height 1850 CFM

Base ring Stainless Steel

To cover Stainless Steel

Top plate MOC (material ofconstruction)

Aluminium 1mm. thicknessAlloy 8011 H2

Model StandardVanes MOC Aluminium 0.635mm. thickness

Bottom ring Aluminium 1.27mm. thickness

Rotation Pivot bush support without bearing

Pointer MOC 10mm. dia EN-8 with Electroplating

Center shaft Derline black (hardest PTE grade)

Inner Arms M.S. 20mm. with Electroplating

Outer Arms M.S. 20mm. with Electroplating

Centre pipe M.S. 20mm. with Electroplating

Nett weight 5.8 Kgs. (Approx.)

Packing As per requirement

PRP Ventury Dome (Fiber reinforcedplastic)

Chopped strand Mat reinforced withPolyester Resin (1.5mm. thickness)

Miscellaneous items like nut, bolt,washer etc.

M.S. with Electroplating or Zinc plating orGalvanised.

12. SYNCHRONISATION:

The agency to whom the contract of fixing of Galvalume steel sheet isawarded and the civil contractor shall remain in touch with each other forproper liaisoning during the various stages of the work. As and when theCivil Contractor reaches door level tie beam stage, he shall inform thecontractor of steel sheeting work to ensure that the material and machineryfor fabrication of steel sheeting work reaches the site in time as the workfrom door level tie beam to 2nd tie beam take 8-10 days.

13 SCOPE OF WORK:The scope of work shall include:

i) Supply, fabrication and installation of self supported Arch shapedGalvalume roofing as per specifications mentioned above.

ii) On site warranty for 10 years after completion of work, which shallinclude free replacement and repair of each and every part within 72hours of reporting by the concerned authority/Engineer-in-charge.

iii) If defects are not rectified within 72 hours, any damaged will berecover from the contractor.

iii) The coils should bear embossing/stamping with thickness and make ofcompany.

iv) During maintenance for a period of 3 years after completionwhich shall include:a. Checking and fixing of the fasteners to ensure that these are

in order.b. To check the seaming in between the steel sheets.c. To repair the cracks wherever required.d. Coats of epoxy wherever required

14. TIME LIMIT:3 0 d a y s will be allowed for roof steel sheeting from the date ofcommunication from the Site incharge that top beam has beencompleted and site is ready for roof steel sheeting.

15. CERTIFICATIONS:(i) The lowest agency shall submit a quality assurance certificate for 10

years from the date of manufacture from the original manufacture.Payment shall only be released after submission of above certificate.

(ii) The lowest agency shall give a self certification in the technical bidthat the Galvalume coils to be used by them are suitable for “ SelfSupported Roofing”.

(iii) The contractor shall gave minimum 3 year guarantee for the steelsheets against deterioration, disintergration, loss of luster, variation incolour etc. leakage ascross laps, fasteners etc.

16. RATES:The rates shall be inclusive of fasteners, turbo ventilators,Translucent steel sheets, fabrication and installation, complete in allrespect. Turbo ventilators will be fixed at thirty feet centre/centre. The ratesshall be given in per sqm basis and the payment shall be released as peractual dimensions of laid roof. No payment will be paid for overlapping,wastage, other cutting etc.

17. SECURITY:The Security Deposit @ 10% of the gross amount of the running bill shall bededucted from each running bill and shall refunded as per rules on completionof the contract as per terms and conditions. The earnest money deposit shallhowever be adjusted while deducting security deposit from first running bill ofthe contractor will be no maximum line of security deposit.

18. PAYMENT:Payment to the agency shall be released 50% after received of material ingood condition at site and after receiving all the test reports of galvalumesteel sheet roll and other accessories as per specification.

The 50% payment will be made after jointing, installation, and erection ofmaterial at site and complete the work in good condition as per site Engineer-in-charge.

SPECIAL CONDITIONS OF CONTRACT REGARDING DEFECT LIABILITYPERIOD FOR ROADS, BUILDINGS, BRIDGES & C.D. WORKS COSTINGMORE THAN RS. 10.00 LACS

The Defect Liability Period (DLP) for :(a) New Road/Building/Bridge/CD works, Road Widening, Strengthening, up-

gradation.(b) Renewal and Special repairs of road and(c) Special repair to Building/Bridge/CD works.Costing more than 10.00 lacs, shall be Three Years, Special Conditions in theContract Agreement to this effect shall be as per the Annexure "1".

Annexure-"1"2. BUILDING WORKS

Civil Works :-Defect liability period for Civil works shall be 3 years reckoned from date of actualcompletion of the Building works, Generally, following defects are covered for 3years D.L.P.2.1 Surface cracks on R.C.C. works.2.2 Cracks in masonry, walls, pillars etc.2.3 Dampness appeared on surface of wall, ceiling, floors etc.2.4 De-laminations and unevenness of surface.2.5 Leakage, cracks in drainage system, dampness in sunk portions.2.6 Defects in paint work, distempering, white-wash etc. for example,

unevenness in shade, pealing out, flakes on the surface etc.2.7 Cracks, settlement, unevenness, opening of joints in floorings.2.8 Doors, Windows and Ventilators opening and closing are not smooth.

Fittings & Fixtures are not functioning smoothly.2.9 Steel fabrication works not grinded properly and finished.2.10 Leakage/chocking in pipelines, taps, valves, showers, wash basin, etc.

Sanitary-ware fittings not functioning smoothing.2.11 External Services from storm water, sewerage, rain water harvesting

system, not functioning properly.In addition to the above, any defects identified by the user and/orEngineer-in-charge shall be rectified by the contracting agency withinnotified period assigned by the Engineer-in-charge.

Electrical Works :The defect liability under DLP for 3 years shall be from the date of its completionof the work reckoned by the Engineer-in-charge.

2.12 The defects shall be in case non-functioning of the following items :

Internal and External wiring, panels, cables, LT installation fromdistribution board to end use points, MCBs. DBs. ELCBs, earthing,Switches, sockets, distribution panels, panel, switchgears, panelinstruments, panel MCBs, bus bars, cable trenching, lugs, connecting wireand any other items specified under the contract.

2.13 Repair and Replacement : The items covered under defect liability periodshall be replaced and/or repaired as directed by the Engineer-in-charge.

2.14 Time period for repair/replacement : The Engineer-in-charge soon afterdefect arises shall notify to the contracting agency and/or his authorizedrepresentative on phone and in writing for rectification of the defect withinthe prescribed period which may be in hours/days and depends on thegravity and severity of defect.

2.15 Consumable Articles : Consumable Articles like tube rods, CFL, Bulbs, HTfuses, Batteries, Gas filling will be replaced by the client department oruser department at their own cost and arrangement.

2.16 Other Items :1. D.G. set including fitting and fixtures.2. Lifts and Escalators.3. Air cooling/Air conditioning/Heating System.4. Fire fighting system.5. CCTV, EBABX.6. Security system equipments.7. Electric Motors Pumps.In additions to the above items the Engineer-in-Charge may add moreitems as per the nature of work which seems to be covered under 3 yearsguarantee from the date of commissioning.

3. GENERAL :3.1 Inspection of works, during Defect Liability Period

3.1.1 The contracting agency shall undertake joint detailed inspectionalongwith Engineer-in-charge/A.En., at least once in three monthsin case of all Road/Bridge/CD works. The Engineer-in-charge canreduce this frequency in case of emergency. The Contractingagency shall forward to the Engineer-in-charge in record ofinspection and rectification within 15 days after the jointinspection. The Contracting agency shall pay particular attentionon those road sections, which are likely to be damaged duringrainy season.

3.1.2 One register has to be maintained by every A.En. for recording theinspection details of works in his jurisdiction under defect liabilityperiod.

3.2 Conditions regarding Security Deposit :3.2.1 Security for DLP

The contracting agency shall have to furnish security deposit in theform of Bank Guarantee for DLP as per requirements of clause37(e) of Contract Agreement, valid from the date of completion,which shall be assigned by the Engineer-in-charge.

3.2.2 Forfeiture of SDIn case contracting agency fails to rectify the defects withinstipulated period notified to him by the Engineer-in-chargeconcerned under contact agreement, the Engineer-in-charge shallserve a final notice for 15 days time reckoned from the date of issueof notice to rectify the defects. In case the contracting agency notresponding to the notice and fails in rectification of defects inEngineer-in-charge will get the defects removed at the risks andcost of the contracting agency. Action such as encashment of BankGuarantee and action under enlistment rules etc. shall also betaken against the contracting agency by the competent authority.

3.2.3 Force Majeure :The defect arises due to earthquake, cyclone and natures calamitiesshall not be the responsibility of contracting agency.

(Signature of Contractor)Seal:

Executive EngineerR.S.W.C, Jaipur

BidderName :

PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.

Bidders are allowed to enter the Bidder Name and Values only )

Percentage BoQ

Tender Inviting Authority: Managing Director, RSWC

Name of Work: Dismantle of multispan Godown 2000 MT& construction of Godown 1800 MT, Renovation & repair of Godown and Toilet , Repair of Boundary wall , construction of Waterharvesting structure & C.C. Road and Electrifiction work at State Warehouse, Antah District - Baran

Contract No: RSWC/Eng./Tender/01/2019-2020

Validate Print Help

Sl.No.

Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNTIn Words

1 2 3 4 5 6 7

1.0 Godown

1.01 Disnantling steel work in built up sections in angles, tees, flats, andchannels etc. including dismembering and stacking within 50 meterslead.

75.00 Qtl. 103.00 7725.00 INR Seven Thousand Seven Hundred & TwentyFive Only

1.02 Add extra for dismantling trusses rafters purlins etc. of steel work forevery additional height of one meter or part there of beyond 5 Mtr.:

75.00 Qtl. 11.00 825.00 INR Eight Hundred & Twenty Five Only

PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.

Bidders are allowed to enter the Bidder Name and Values only )

1.03 Dismantling roofing including ridges, hips, valleys and raftersetc. and stacking the within 50 meter lead of: G.I. Sheet.

200.00SQM

31.00 6200.00 INR Six Thousand Two Hundred Only

1.04 Dismantling roofing including ridges, hips, valleys and raftersetc. and stacking the within 50 meter lead of: Asbestos Sheet.

1350.00SQM

14.00 18900.00 INR Eighteen Thousand Nine Hundred Only

1.05 Demolishing of R.C.C. work including stacking of steel bars anddisposal of unserviceable material within 50 metres lead.

45.00 CUM 598.00 26910.00 INR Twenty Six Thousand Nine Hundred & TenOnly

1.06 Dismantling Stone rubble masonary including stacking of serviceablematerial and disposal of unserviceable material within 50 metres lead.In cement mortar.

500.00 CUM 379.00 189500.00 INR One Lakh Eighty Nine Thousand FiveHundred Only

1.07 Dismantling doors, windows and clearstory windows steel or woodshutter including chowkhats and holdfasts etc. complete and stackingwithin 50 meters lead: of area 3 square meter and below.

52.00 NOS. 73.00 3796.00 INR Three Thousand Seven Hundred & Ninety SixOnly

1.08 Dismantling doors, windows and clearstory windows steel or woodshutter including chowkhats and holdfasts etc. complete and stackingwithin 50 meters lead: of area exceeding 3 square meter.

4.00 NOS. 70.00 280.00 INR Two Hundred & Eighty Only

1.09 Dismantling of flooring with care inculding stacking of serviceablematerial and disposal of unserviceable material with in 50 m lead forcement concrete flooring.

500.00 SQM 46.00 23000.00 INR Twenty Three Thousand Only1.09 Dismantling of flooring with care inculding stacking of serviceablematerial and disposal of unserviceable material with in 50 m lead forcement concrete flooring.

500.00 SQM 46.00 23000.00 INR Twenty Three Thousand Only

1.10 Demolishing cement concrete including disposal of material within 50metres lead 1: 4: 8 or leaner mix.

170.00 CUM 241.00 40970.00 INR Forty Thousand Nine Hundred & SeventyOnly

1.11 Carriage of dismantled building material with a lead of 5.00 KM. 750.00 CUM 73.70 55275.00 INR Fifty Five Thousand Two Hundred & SeventyFive Only

1.12 Earth work in excavation in foundation trenches or drains includingdressing of sides and ramming of bottoms, lift upto 1.5 m, includingtaking out the excavated soil and depositing and refilling of jhiri withwatering & ramming and disposal of surplus excavated soil asdirected with in a lead of 50 meter. All kinds of soils.

262.00 CUM 103.50 27117.00 INR Twenty Seven Thousand One Hundred &Seventeen Only

1.13 Providing and laying in position cement concrete including curing,compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

205.00 CUM 2357.00 483185.00 INR Four Lakh Eighty Three Thousand OneHundred & Eighty Five Only

1.14 Providing and fabricating reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding(including cost of binding wire) all complete up to floor three level..Hotrolled deformed bars.(IS1139)

7000.00 KG. 62.50 437500.00 INR Four Lakh Thirty Seven Thousand FiveHundred Only

1.15 Providing and laying in position specified grade of reinforced cementconcrete including curing compaction finishing with rendering incement sand mortar 1:3 (1-Cement:3-coarse sand) and making goodthe joints excluding the cost of centering, shuttering andreinforcement. All work up to plinth level :R.C.C grade M 20 ( 1:1.5:3)

200.00 CUM 4068.00 813600.00 INR Eight Lakh Thirteen Thousand Six HundredOnly

1.16 Reinforced cement concrete work in walls (any thickness) includingattached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts etc. up to floorthree level including curing, compaction, finishing with rendering incement sand mortar 1:3 (1-Cement:3-coarse sand) and making goodthe joints excluding cost of centering shuttering and reinforcement:R.C.C grade M 20 ( 1:1.5:3)

30.00 CUM 4200.00 126000.00 INR One Lakh Twenty Six Thousand Only

1.17 Reinforced cement concrete work in beams, suspended floors, roofs,girders having slopes up to 15o , landings, balconies, shelves,chajjas, lintels, bands, plain windows sills, staircases and spiralstaircases, up to floor three level including curing, compaction,finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good and joints excluding the cost ofcentering, shuttering and reinforcement:R.C.C grade M 20 (1:1.5:3)

22.00 CUM 4370.00 96140.00 INR Ninety Six Thousand One Hundred & FortyOnly

1.17 Reinforced cement concrete work in beams, suspended floors, roofs,girders having slopes up to 15o , landings, balconies, shelves,chajjas, lintels, bands, plain windows sills, staircases and spiralstaircases, up to floor three level including curing, compaction,finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good and joints excluding the cost ofcentering, shuttering and reinforcement:R.C.C grade M 20 (1:1.5:3)

22.00 CUM 4370.00 96140.00 INR Ninety Six Thousand One Hundred & FortyOnly

1.18 Centering and shuttering with plywood or steel sheets includingstrutting, propping, bracing both ways and removal of formwork forfoundations in basements rafts, footings, strap beams, bases ofcolumns , etc. up to plinth level.

160.00 SQM 101.00 16160.00 INR Sixteen Thousand One Hundred & Sixty Only

1.19 Centering and shuttering with plywood or steel sheets includingstrutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr above plinth,for:Columns, pillars, posts and struts etc.

275.00 SQM 172.50 47437.50 INR Forty Seven Thousand Four Hundred & ThirtySeven and Paise Fifty Only

1.2 Centering and shuttering with plywood or steel sheets includingstrutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr above plinth,for:Suspended floors, roofs, landings, staircases, balconies, girders,cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjaslintel, beam etc.

130.00 SQM 161.00 20930.00 INR Twenty Thousand Nine Hundred & ThirtyOnly

1.21 Add extra for every additional 1 m ht. Or part thereof beyond 4.5 mtr.of shuttering.

130.00 SQM 12.50 1625.00 INR One Thousand Six Hundred & Twenty FiveOnly

1.22 Random Rubble stone masonary for foundation and plinth in CementSand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand).

230.00 CUM 2081.00 478630.00 INR Four Lakh Seventy Eight Thousand SixHundred & Thirty Only

1.23 Earth work in rough excavation, banking excavated earth in layers notexceeding 20 Cm. In depth, breaking clods watering, rolling eachlayer with ½ tonne roller, or stone or steel rammers and rolling every3rd and top most layer with power roller of minimum 8-10 tonnecapacity and dressing up in embankment for roads, flood banksmarginal banks and guide banks or filling up ground depressions,lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kind of soil.

1050.00 CUM 129.50 135975.00 INR One Lakh Thirty Five Thousand NineHundred & Seventy Five Only

1.24 Providing and injection Chloropyrifous Emulsifiable concentrate 20 %with 1 % concentration for PRE-CONSGTRUCTIONAL Anti termitetreatment as per IS 6313 part III and amended from time to time andcreating a continous chemical barrier under and around the columnpits, wall trenches, basement excavation, top surface of plinth filling,junction of wall and floor along the external perimeter of buildingexpansion joints, over the top surface of consolidated earth of whichaproch is to be laid surrounding of pipes and conduits etc. complete

1150.00 SQM 287.00 330050.00 INR Three Lakh Thirty Thousand &Fifty Only

1.25 Random Rubble stone masonary for superstructure above plinth levelone storey height above 30 Cm. thick walls in :Cement Mortar 1:6 (1-Cement:6-Sand).

260.00 CUM 2242.00 582920.00 INR Five Lakh Eighty Two Thousand NineHundred & Twenty Only

1.25 Random Rubble stone masonary for superstructure above plinth levelone storey height above 30 Cm. thick walls in :Cement Mortar 1:6 (1-Cement:6-Sand).

260.00 CUM 2242.00 582920.00 INR Five Lakh Eighty Two Thousand NineHundred & Twenty Only

1.26 Extra for Stone masonary work for subsequent storey or height of4.5m or part thereof.

80.00 CUM 78.00 6240.00 INR Six Thousand Two Hundred & Forty Only

1.27 Brick work in partition in super structure up to third storey 7 Cm. thick(brick on edges) using bricks of class designation 75 with nominalhoop rainforcement (2 Nos 6mm MS bar) at every fourth courseinCement mortar 1:4 (1-Cement:4-coarse sand).

100.00 SQM 247.00 24700.00 INR Twenty Four Thousand Seven HundredOnly

1.28 Suppling and fixing of rolling shutters of approved make, made of80x1.25mm ms laths interlocked together through their entire lengthand jointed together at the end by end locks mounted on speciallydesigned pipe shaft with brackets, side guides and arrangments for inside and out side locking with push and pull operation completeincluding cost of spring hooks, providing and fixing necessary 25.3cm long wire spring grade No 2 and ms top cover 1.25 mm thick forrolling shutters as per design (Clear openable area to be measuredfor payment.).

27.00 SQM 1885.00 50895.00 INR Fifty Thousand Eight Hundred & Ninety FiveOnly

1.29 Providing and fixing angle iron frame 25x25x3mm for ventilators withfixed wire gauge 16 mesh 24 gauge including 100 mm square bars atinterval of 100 mm welded screwed to frame with mental beading20x3m complete in all respect as per design.

35.00 SQM 1840.00 64400.00 INR Sixty Four Thousand Four Hundred Only

1.3 Providing and fixing steel glazed doors windows and ventilatorshutters of standard rolled steel section joints mitred and welded withsteel lugs 13x3mm, 10cm. long embedded in cement concrete block15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size) or with wooden plugs and screws orrawl plugs and screws with fixing clips or with bolts and nuts asrequired including providing and fixing of plain glass panes 4mm thickwith cooper glazing clips and special metal sash putty of approvedmake or metal beading with screws complete including priming coatof approval steel primer, excluding the cost of metal beading andother fitting except necessary hinges of pivots steel handles peg stayetc. as required :Windows side hung /Ventilators top or centre hung.

5.00 SQM 1928.00 9640.00 INR Nine Thousand Six Hundred & Forty Only

1.31 Providing and fixing steel glazed doors windows and ventilatorshutters of standard rolled steel section joints mitred and welded withsteel lugs 13x3mm, 10cm. long embedded in cement concrete block15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size) or with wooden plugs and screws orrawl plugs and screws with fixing clips or with bolts and nuts asrequired including providing and fixing of plain glass panes 4mm thickwith cooper glazing clips and special metal sash putty of approvedmake or metal beading with screws complete including priming coatof approval steel primer, excluding the cost of metal beading andother fitting except necessary hinges of pivots steel handles peg stayetc. as required :Partly fixed and partly openable [ fixed area not toexceed 33%]

35.00 SQM 1782.00 62370.00 INR Sixty Two Thousand Three Hundred &Seventy Only

1.31 Providing and fixing steel glazed doors windows and ventilatorshutters of standard rolled steel section joints mitred and welded withsteel lugs 13x3mm, 10cm. long embedded in cement concrete block15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size) or with wooden plugs and screws orrawl plugs and screws with fixing clips or with bolts and nuts asrequired including providing and fixing of plain glass panes 4mm thickwith cooper glazing clips and special metal sash putty of approvedmake or metal beading with screws complete including priming coatof approval steel primer, excluding the cost of metal beading andother fitting except necessary hinges of pivots steel handles peg stayetc. as required :Partly fixed and partly openable [ fixed area not toexceed 33%]

35.00 SQM 1782.00 62370.00 INR Sixty Two Thousand Three Hundred &Seventy Only

1.32 Steel work in built up tubular trusses including cutting, hoisting fixingin position and applying a priming coat of approved steel primer,welded and bolted including special shaped washers etc. completeabove plinth level upto 4.5mtr. height. Hot finished welded typetubes.

13100.00 KG. 81.00 1061100.00 INR Ten Lakh Sixty One Thousand One HundredOnly

1.33 Structural steel work in single section fixed with or without connectingplate including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer all complete above plinth levelupto 4.5mtr. Height in R.S. joist, flats, tees, angles and channels.

1100.00 KG. 66.00 72600.00 INR Seventy Two Thousand Six Hundred Only

1.34 Add Extra for structural steel work for every additional 1.0m or parttherefore beyond 4.50 m tr height.

13100.00 KG. 0.50 6550.00 INR Six Thousand Five Hundred & Fifty Only

1.35 Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4)including finished with cement mortar 1:3 as per standard design.

170.00 RM 36.80 6256.00 INR Six Thousand Two Hundred & Fifty Five andPaise One Hundred Only

1.36 Plaster on new surface on walls in cement sand mortar 1:6 includingracking of joint etc. complete fine finish : 20mm thick.

2200.00 SQM 109.00 239800.00 INR Two Lakh Thirty Nine Thousand EightHundred Only

1.37 Add extra for plaster work on exterior wall of height more than 4.50mfrom plinth level of every additional height of 4.5m or part thereof.

680.00 SQM 10.90 7412.00 INR Seven Thousand Four Hundred & TwelveOnly

1.38 Providing and laying cement concrete including curing, compactionetc. complete in retaining walls, return walls (any thickness) includingattached pilasters, coloumns, pillars, posts, struts, buttresses, stringor lacing courses, parapets, coping, bed blocks, plain window sills,fillets etc up to floor three level excluding the const centering andshuttering.P.C.C. grade M 15

1.00 CUM 3515.00 3515.00 INR Three Thousand Five Hundred & FifteenOnly

1.39 Painting with enamel paint of approved brand and manufacture togive an even shade: Two or more coats on new work.

160.00 SQM 47.00 7520.00 INR Seven Thousand Five Hundred & TwentyOnly

1.40 White washing with lime to give an even shade including allscaffolding: New work (three or more coats)

1100.00 SQM 9.00 9900.00 INR Nine Thousand Nine Hundred Only

1.41 Finishing wall with water proofing cement paint of approved brandand manufacture and or required shade to give an even shadeincluding all scaffolding: New work (Three or more coats).

1200.00 SQM 33.00 39600.00 INR Thirty Nine Thousand Six Hundred Only1.41 Finishing wall with water proofing cement paint of approved brandand manufacture and or required shade to give an even shadeincluding all scaffolding: New work (Three or more coats).

1200.00 SQM 33.00 39600.00 INR Thirty Nine Thousand Six Hundred Only

2 C.C. Road2.01 Providing and laying in position cement concrete including curing,

compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size).

550.00 Cum 2357.00 1296350.00 INR Twelve Lakh Ninety Six Thousand ThreeHundred & Fifty Only

2.02 Construction of un-reinforced, dowel jointed at expansion andconstruction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or anyother type as per Clause 1501.2.2 M30 (Grade), coarse and fineaggregates conforming to IS:383, maximum size of coarse aggregatenot exceeding 25 mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mixdesign, laid in approved fixed side formwork (steel channel, layingand fixing of 125 micron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing), spreading theconcrete with shovels, rakes, compacted using needle, screed andplate vibrators and finished in continuous operation includingprovision of contraction and expansion, construction joints, applyingdebonding strips, primer, sealant, dowel bars, near approaches tobridge/culvert and construction joints, admixtures as approved, curingof concrete slabs.using curing compound (where specified) and waterfinishing to lines and grade as per drawing and TechnicalSpecification Clause 1501.

1100.00 Cum 5138.00 5651800.00 INR Fifty Six Lakh Fifty One Thousand EightHundred Only

3 Electrification Work3 Electrification Work3.01 Wiring of light point/ fan point/ exhaust fan point/ call bell point with

1.5 sq. mm nominal size FR PVC insulated unsheathed flexiblecopper conductor 1.1 kV grade and 1.5 sq. mm nominal size FRPVC insulated unsheathed flexible copper earth conductor 1.1 kVgrade (IS:694) of approved make in surface / recessed ISI markedMMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISImarked phenolic laminated sheet, zinc plated / brass screws, cup3.02 Short point (up to 3 mtr.) 50.00 NOS. 172.00 8600.00 INR Eight Thousand Six Hundred Only

3.03 Medium point (up to 6 mtr.) 10.00 NOS. 270.40 2704.00 INR Two Thousand Seven Hundred & Four Only

3.04 Long point (up to 10 mtr..) 10.00 NOS. 379.20 3792.00 INR Three Thousand Seven Hundred & NinetyTwo Only

3.05 Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexiblecopper earth conductor 1.1 kV grade(IS:694) of approved make insurface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit &it's accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box withearth terminal, 6 A switch, 6 A socket, 3.0 mm thick ISI markedphenolic laminated sheet, zinc plated / brass screws, cup washers,making connections, testing etc. as required.Gr-2on board

40.00 NOS. 72.00 2880.00 INR Two Thousand Eight Hundred & Eighty Only

3.06 S&F following sizes (dia.) of ISI marked medium duty PVC conduitalong with accessories in surface / recessed using saddles, clamps,fastener as required including cutting the wall, covering conduit andmaking good the same as required. 25 mm Dia group II

650.00 RM 33.60 21840.00 INR Twenty One Thousand Eight Hundred & FortyOnly

3.07 Supplying and drawing FR PVC insulated & unsheathed flexiblecopper conductor ISI marked (IS:694) of 1.1 kV grade and approvedmake in existing surface or recessed conduit/casing cappingincluding making connections etc. as required. Group p-2

3.08 1 x 1.5 sq.mm 600.00 RM 11.90 7140.00 INR Seven Thousand One Hundred & Forty Only

3.09 2 x 2.5 sq.mm 600.00 RM 34.90 20940.00 INR Twenty Thousand Nine Hundred & FortyOnly

3.1 2 x 4.0 sq.mm for powder circuit 30.00 RM 48.50 1455.00 INR One Thousand Four Hundred & Fifty FiveOnly

3.11 P & F IP-65 protected LED street light luminaire on existing bracket.Fixture made from powder coated single piece pressure die castaluminium housing with Heat dissipation fins on housing with UVstablised PC/toughned glass cover and lens/reflector.Input power(including driver loss) ranging from 20-25 W/30-40W/80-90W/110-120W with luminous efficacy >80Lumens /W(warm white)& >85Lumen/W(cool white)(As per LM79). LEDs of CREE / NICHIA /OSRAM / PHILIPS make is to be used at 1W / 2W per LED,CRI>70and CCT 2700K-6500K . The Integral SMPS based electronic drivermust have effeciency >85% ,power factor>0.95.THD <20% and inputvoltage range from 90-270 V AC at 50Hz.System life of 25,000Burning Hours with 70% of initial Lumens maintained. Fixture must bein compliance with IS/CE Standards.LED Street Light fixture 20-25Watts

12.00 NOS. 2748.00 32976.00 INR Thirty Two Thousand Nine Hundred &Seventy Six Only

3.11 P & F IP-65 protected LED street light luminaire on existing bracket.Fixture made from powder coated single piece pressure die castaluminium housing with Heat dissipation fins on housing with UVstablised PC/toughned glass cover and lens/reflector.Input power(including driver loss) ranging from 20-25 W/30-40W/80-90W/110-120W with luminous efficacy >80Lumens /W(warm white)& >85Lumen/W(cool white)(As per LM79). LEDs of CREE / NICHIA /OSRAM / PHILIPS make is to be used at 1W / 2W per LED,CRI>70and CCT 2700K-6500K . The Integral SMPS based electronic drivermust have effeciency >85% ,power factor>0.95.THD <20% and inputvoltage range from 90-270 V AC at 50Hz.System life of 25,000Burning Hours with 70% of initial Lumens maintained. Fixture must bein compliance with IS/CE Standards.LED Street Light fixture 20-25Watts

12.00 NOS. 2748.00 32976.00 INR Thirty Two Thousand Nine Hundred &Seventy Six Only

3.12 S & F of Street light bracket made out from following size of ' B 'class GI pipe with heavy duty pole clamp, Saddles suitable fastnersetc. as required. 25mm Dia

12.00 RM 220.00 2640.00 INR Two Thousand Six Hundred & Forty Only

3.13 P&F 240/415 V AC MCB with positive isolation of breaking capacitynot less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS8828(1996)]/ conforming to IEC 60898 in existing board/sheetsincluding making connections, testing etc. as required.Group -2 6 Ato 32 A rating

10.00 NOS. 114.00 1140.00 INR One Thousand One Hundred & Forty Only

3.14 P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 onexisting board / sheet including making connections, testing etc. asrequired. Group -2 Double pole isolator 63 A rating

5.00 NOS. 286.00 1430.00 INR One Thousand Four Hundred & Thirty Only

3.15 P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KVgrade with aluminium conductor of IS:1554 P-I / IS :7098 P - I ofGroup 1 of approved make in ground as per IS:1255 includingexcavation of 30cmx75cm size trench, 25 cm thick under layer ofsand,IInd class bricks covering, refilling earth,compaction of earth,making necessary connection, testing etc. as required of size.6.0Sq.mm 4 core

100.00 RM 146.00 14600.00 INR Fourteen Thousand Six Hundred Only

3.16 P & F strip type fluorscent tube fitting fabricated from (CRCA sheetand finished with powder coating / stove enamelled paint) / (extrudednon corrosive UV resist EP channel) complete with accessories (LowLoss Copper Choke, starter, starter seat) / Electronic Choke withterminal block duly prewired with copper conductor including makingconnection, testing etc. as required( without tube).Gr -2 1 X 36 Wattswith OCCB

20.00 NOS. 315.20 6304.00 INR Six Thousand Three Hundred & Four Only

3.17 P & F Fluorscent tube rod in existing fixtures as required, Flourscentpowder coated (minimum 3 star rating) 36/40 Watts Gr-2

20.00 NOS. 50.40 1008.00 INR One Thousand &Eight Only

3.18 P & F two pin energy efficient compact fluorscent lamp in existingholder/fixture as required13/18 watt pin Gr -2

20.00 NOS. 141.60 2832.00 INR Two Thousand Eight Hundred & Thirty TwoOnly

3.18 P & F two pin energy efficient compact fluorscent lamp in existingholder/fixture as required13/18 watt pin Gr -2

20.00 NOS. 141.60 2832.00 INR Two Thousand Eight Hundred & Thirty TwoOnly

3.19 P&F Recessed/ Surface mounting heavy duty horizontal type sheetsteel Distribution board phophatised/ powder painted complete withsuitable rating insulated copper wire with lugs, shorting link , neutrallink, earth link and din bar,masking sheet, conforming to IS13032 &IS8623 including making internal DB terminations with copper lugs ,testing etc. as required. 12 Way Gr-2

2.00 NOS. 564.00 1128.00 INR One Thousand One Hundred & Twenty EightOnly

3.2 P & F Star rated double ball bearing capacitor start, aluminium body& blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mmpvc insulated flexible copper conductor making connection testingetc. as required.Gr-21200 mm sweep 3 star rated

10.00 NOS. 1611.60 16116.00 INR Sixteen Thousand One Hundred & SixteenOnly

3.21 Pipe Earthing as per IS: 3043 with perforated 3.0 mtr. Long, 40 mmdia. 'B' clas G.I. Pipe including all accessories like nut, bolts, reducer,nipple, wire meshed funnel, and brick masonary finished chambercovered with ferro cement cover C.I. Frame of size 300mm x 300mmand embodying the pipe complete with alternate layers salt andcoke/charcoal, testing of earth resistance as required.

1.00 NOS. 1650.00 1650.00 INR One Thousand Six Hundred & Fifty Only

3.22 10 SWG G.I. Wire from earth Wire 10.00 RM 6.00 60.00 INR Sixty Only

3.23 P & F ISI marked socket size flush type 120 /280 watt rotary 5 stepfan regulator including making connection testing etc. as required Gr-2

10.00 NOS. 168.00 1680.00 INR One Thousand Six Hundred & Eighty Only

3.24 P & F ISI marked 6 amp bakelite batten/ angle holder includingmaking connection testing etc. as required Gr -2

20.00 NOS. 16.00 320.00 INR Three Hundred & Twenty Only

3.25 P & F IS:371 marked 6 amp sufface type celling rose inculudingmaking commection testing etc. Gr-2

30.00 NOS. 14.40 432.00 INR Four Hundred & Thirty Two Only

3.26 Supplying and fixing of power plug point accessories on 18 SWGmetal box of size 175 x 100 x 60 mm. on surface or in recessed withsuitable size phenolic laminated sheet cover including cost of 6 pin16 amp. Switch and socket outlet , making connection , testing , etc.as required.

4.00 NOS. 199.80 799.20 INR Seven Hundred & Ninety Nine and PaiseTwenty Only

3.27 P & F 18 SWG Sheet steel boxes duly finished with two coats of redoxide and with earthing terminal of following sizes (nominal size) onsurface or in recessed as required.175mm x 100mm x 60mm

2.00 NOS. 57.00 114.00 INR One Hundred & Fourteen Only

4 Construction of Water Harvesting Sstructure4.01 Earth work in excavation by mechanical means (Hydraulic Excavator

)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sum on plan) including dressing of sides andramming of bottoms, lift upto 1.5 m, including taking out theexcavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in alead of 50 meter.All kinds of soils

130.00 Cum 155.00 20150.00 INR Twenty Thousand One Hundred & Fifty Only4.01 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sum on plan) including dressing of sides andramming of bottoms, lift upto 1.5 m, including taking out theexcavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in alead of 50 meter.All kinds of soils

130.00 Cum 155.00 20150.00 INR Twenty Thousand One Hundred & Fifty Only

4.02 Providing and laying in position cement concrete including curing,compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size).

35.00 Cum 2558.75 89556.25 INR Eighty Nine Thousand Five Hundred & FiftySix and Paise Twenty Five Only

4.03 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6coarse sand)

55.00 Cum 3617.00 198935.00 INR One Lakh Ninety Eight Thousand NineHundred & Thirty Five Only

4.04 Providing and laying in position cement concrete including curing,compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. M20 gradeNominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20mm nominal size).

30.00 Cum 4468.00 134040.00 INR One Lakh Thirty Four Thousand &Forty Only

4.05 Plaster on new surface on walls in cement sand mortar 1:4 includingracking of joints etc. complete fine finish :25 mm thick.

200.00 Sqm 168.00 33600.00 INR Thirty Three Thousand Six Hundred Only

4.06 Red sand stone slab 40 mm thick (undressed) 30.00 Sqm 600.00 18000.00 INR Eighteen Thousand Only

4.07 Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per direction ofEngineer-in-charge.1: 3: 6 or richer mix.

25.00 Cum 552.00 13800.00 INR Thirteen Thousand Eight Hundred Only

4.08 carrage of material Earth, Sand etc. up to 5.0 Km lead. 130.00 Cum 63.80 8294.00 INR Eight Thousand Two Hundred & Ninety FourOnly

4.09 Providing and fabricating reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding(including cost of binding wire) all complete up to floor five level. Hotrolled deformed bar (is 1139)

300.00 Kg 74.00 22200.00 INR Twenty Two Thousand Two Hundred Only

4.1 Providing and laying in position specified grade of cement concretefor all RCC structural elements upto plinth level including curing,compaction, finishing with rendering in cement sand mortar 1:3 (1cement: 3 coarse sand) and making good the joints and cost ofplastizers( if required) excluding the cost of centering, shuttering andreinforcement.M20 grade Nominal Mix / Design Mix

5.00 Cum 4112.00 20560.00 INR Twenty Thousand Five Hundred & Sixty Only

4.11 Construction of Tube-well upto 100 Meter depth and above in all typeof rocks by DTH system and over burden, to accommodate casingpipe of following sizes in all types of soils and over burden includinglowering of casing pipes, but excluding cost of casing pipes as per IS: 2800 (Part I & II) 1979 specifications. The work would be completedafter obtaining sand free water. The tube well should have athroughout bore as per nominal dia of casing pipe:200 mm –do-

100.00 Rmt 908.00 90800.00 INR Ninety Thousand Eight Hundred Only4.11 Construction of Tube-well upto 100 Meter depth and above in all typeof rocks by DTH system and over burden, to accommodate casingpipe of following sizes in all types of soils and over burden includinglowering of casing pipes, but excluding cost of casing pipes as per IS: 2800 (Part I & II) 1979 specifications. The work would be completedafter obtaining sand free water. The tube well should have athroughout bore as per nominal dia of casing pipe:200 mm –do-

100.00 Rmt 908.00 90800.00 INR Ninety Thousand Eight Hundred Only

4.12 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) ofgrade Fe410 of following sizes at site of work.Nominal bore of pipe(mm)200 mm

80.00 Rmt 1571.00 125680.00 INR One Lakh Twenty Five Thousand SixHundred & Eighty Only

4.13 Supply of strainer pipes made of ERW M.S. black pipe ISI mark offollowing sizes at the site of work including required size of slotting asper IS:8110-1985.200mm-do-.

20.00 Rmt 1846.00 36920.00 INR Thirty Six Thousand Nine Hundred & TwentyOnly

4.14 Structural steel work in single section fixed with or without connectingplate including cutting, hoisting ( height upto 10 m), fixing in positionand applying a priming coat of approved steel primer all complete.

300.00 Kg 71.00 21300.00 INR Twenty One Thousand Three Hundred Only

4.15 Stone aggregete(single size) 63 mm 10.00 Cum 700.00 7000.00 INR Seven Thousand Only

4.16 Stone aggregete(single size) 63 mm 10.00 Cum 900.00 9000.00 INR Nine Thousand Only

5 Repair of Boundary wall & Gate pillar5.01 Dismantling and stacking within 50 meter lead fencing post, struts,

including earth work dismantling of concrete etc. in the case of :T orAngle Iron posts

30.00 Each 17.00510.00 INR Five Hundred & Ten Only

5.02 Dismantling barbed wire or chain link fencing including bendingmaking rolls and stacking within 50 meter lead. 1.50 Qtl 471.00

706.50 INR Seven Hundred & Six and Paise Fifty Only

5.03 Earth work in excavation in foundation trenches or drains includingdressing of sides and ramming of bottoms, lift upto 1.5 m, includingtaking out the excavated soil and depositing and refilling of jhiri withwatering & ramming and disposal of surplus excavated soil asdirected with in a lead of 50 meter. All kinds of soils.

8.00 cum 103.50

828.00 INR Eight Hundred & Twenty Eight Only

5.04 Providing and laying in position cement concrete including curing,compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

1.50 cum 2357.00

3535.50 INR Three Thousand Five Hundred & Thirty Fiveand Paise Fifty Only

5.05 Centering and shuttering with plywood or steel sheets includingstrutting, propping, bracing both ways and removal of formwork forfoundations in basements rafts, footings, strap beams, bases ofcolumns , etc. up to plinth level.

12.00 Sqm 101.00

1212.00 INR One Thousand Two Hundred & Twelve Only

5.06 Centering and shuttering with plywood or steel sheets includingstrutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr above plinth,for Columns, pillars, posts and struts etc.

12.00 Sqm 172.50

2070.00 INR Two Thousand &Seventy Only5.06 Centering and shuttering with plywood or steel sheets includingstrutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr above plinth,for Columns, pillars, posts and struts etc.

12.00 Sqm 172.50

2070.00 INR Two Thousand &Seventy Only

5.07 Random Rubble stone masonary for superstructure above plinth levelone storey height above 30 Cm. thick walls in :Cement Mortar 1:6 (1-Cement:6-Sand).

32.00 cum 2242.0071744.00 INR Seventy One Thousand Seven Hundred &

Forty Four Only

5.08 Providing and fabricating reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding(including cost of binding wire) all complete up to floor three level.Hotrolled deformed bars.(IS1139)

180.00 Kg 62.50

11250.00 INR Eleven Thousand Two Hundred & Fifty Only

5.09 Providing and laying in position specified grade of reinforced cementconcrete including curing compaction finishing with rendering incement sand mortar 1:3 (1-Cement:3-coarse sand) and making goodthe joints excluding the cost of centering, shuttering andreinforcement. All work up to plinth level :R.C.C grade M 20

3.00 cum 4068.00

12204.00 INR Twelve Thousand Two Hundred & Four Only

5.10 Reinforced cement concrete work in walls (any thickness) includingattached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts etc. up to floorthree level including curing, compaction, finishing with rendering incement sand mortar 1:3 (1-Cement:3-coarse sand) and making goodthe joints excluding cost of centering shuttering and reinforcement:R.C.C grade M 20

2.00 cum 4200.00

8400.00 INR Eight Thousand Four Hundred Only

5.11 Plaster on new surface on walls in cement sand mortar 1:6 includingracking of joint etc. complete fine finish : 20mm thick. 650.00 Sqm 109.00

70850.00 INR Seventy Thousand Eight Hundred & FiftyOnly

5.12 Providing and laying cement concrete including curing, compactionetc. complete in retaining walls, return walls (any thickness) includingattached pilasters, coloumns, pillars, posts, struts, buttresses, stringor lacing courses, parapets, coping, bed blocks, plain window sills,fillets etc up to floor three level excluding the const centering andshuttering.P.C.C. grade M 15(1:2:4)

2.00 cum 3351.00

6702.00 INR Six Thousand Seven Hundred & Two Only

5.13 Providing and fixing steel gate grating and grills made of angles, tees,square bars or other flats black pipe with holdfast and fittingscomplete as per design and drawing including cutting welding andfabrication with priming coat of red oxide.Add extra if square,rectangular hollow tubular sections are used.

700.00 KG 89.75

62825.00 INR Sixty Two Thousand Eight Hundred & TwentyFive Only

6.00 Renovation of Toilets6.01 Dismantling old plaster or skirting, raking out joints and cleaning the

surface for plaster including disposal of rubbish to the dumpingground within 50meter lead.

70.00 Sqm 7.00 490.00 INR Four Hundred & Ninety Only

6.02 Demolishing cement concrete manually'by mechanical meansincluding disposal of material within 50 meters lead: 1:4:8 or linearmix.

2.00 Cum 241.00 482.00 INR Four Hundred & Eighty Two Only6.02 Demolishing cement concrete manually'by mechanical meansincluding disposal of material within 50 meters lead: 1:4:8 or linearmix.

2.00 Cum 241.00 482.00 INR Four Hundred & Eighty Two Only

6.03 Labour charges for removing W.C. pan (any type) of all sizes withcare including all necessary fittings P or S trap.

3.00 NOS. 115.00 345.00 INR Three Hundred & Forty Five Only

6.04 Labour charges for removing and refixing of urinals (all type &sizes) including all necessary fittings.

1.00 NOS. 172.00 172.00 INR One Hundred & Seventy Two Only

6.05 Dismantling GI pipes (external work) including excavation and refillingtrenches after taking out the pipes and including stacking of pipeswithin 50 meter lead:15mm to 40mm nominal bore.

40.00 RM 11.00 440.00 INR Four Hundred & Forty Only

6.06 PE-AL-PE Composite pressure pipes and fittings. Providing and fixingpolyethylene Aluminium Polyethylene (PE-AL-PE) CompositePressure Pipes U.V. stablised with carbon black conforming toASTMF – 1282 – 1995 for water supply including clamps at onemetre spacing cutting and making good the walls etc. (Internalwork).Exposed on Walls1216 (16 mm OD) pipe

90.00 RM 130.00 11700.00 INR Eleven Thousand Seven Hundred Only

6.07 PE-AL-PE Composite pressure pipes and fittings. Providing and fixingpolyethylene Aluminium Polyethylene (PE-AL-PE) CompositePressure Pipes U.V. stablised with carbon black conforming toASTMF – 1282 – 1995 for water supply including clamps at onemetre spacing cutting and making good the walls etc. (Internalwork).Exposed on Walls 2025 (25 mm OD) pipe

40.00 RM 217.00 8680.00 INR Eight Thousand Six Hundred & Eighty Only

6.08 Providing and fixing Ist quality standard White Ivory Glazed Tiles ISImarked [IS:13753] of size 300mm x 200mm in walls, floors, steps,pillars etc. laid on a bed of neat cement slurry finished with flushpointing in white cement mixed with pigment to match the shade oftile complete (excluding the cost of cement plaster).Category-I :Kajariya, Jhonson, Orient, Somani make etc.

75.00 Sqm 671.00 50325.00 INR Fifty Thousand Three Hundred & Twenty FiveOnly

6.09 Providing and fixing Ist quality MAT finished ceremic tile size300x300mm confirming to IS : 13753 colour such as white, grey,ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bedof neat cement slsurry including nicely finished joints using waterproof joint filler power (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade oftile complete (excluding the cost of cement plaster).

10.00 Sqm 730.00 7300.00 INR Seven Thousand Three Hundred Only

6.10 Construction of chamber in all type of soil with 300 mm thick masonryin Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thickinsider plaster in Cm 1:6, finished with floating neat cement, 50mmthick M-15 grade C.C. flooring , earthwork etc. complete as perdesign including disposal of surplus earth within a lead of 50mtr.Inside size 450x450mm depth upto 0.5m & 15Kg C.I. cover withframe

1.00 NOS. 1380.00 1380.00 INR One Thousand Three Hundred & Eighty Only6.10 Construction of chamber in all type of soil with 300 mm thick masonryin Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thickinsider plaster in Cm 1:6, finished with floating neat cement, 50mmthick M-15 grade C.C. flooring , earthwork etc. complete as perdesign including disposal of surplus earth within a lead of 50mtr.Inside size 450x450mm depth upto 0.5m & 15Kg C.I. cover withframe

1.00 NOS. 1380.00 1380.00 INR One Thousand Three Hundred & Eighty Only

6.11 Construction of chamber in all type of soil with 300 mm thick masonryin Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thickinsider plaster in Cm 1:6, finished with floating neat cement, 50mmthick M-15 grade C.C. flooring , earthwork etc. complete as perdesign including disposal of surplus earth within a lead of 50mtr.Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover withframe

1.00 NOS. 661.00 661.00 INR Six Hundred & Sixty One Only

6.12 Construction of manhole in all type of soil inner size 90 X 60 Cm.thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 infoundation, 20 mm thick inside plaster in CM 1:6, finished withfloating neat cement, 50mm thick M-15 grade C.C. flooring,makingchannels, 80mm thick stone slab covering with 40mm thick M-15grade C.C.flooring , 25 Kg. CI cover with frame of 40mm dia,earthwork etc. complete as per design including disposal of surplusearth within 50 mtr. lead.Depth upto 0.5mtr

1.00 NOS. 2817.00 2817.00 INR Two Thousand Eight Hundred & SeventeenOnly

6.13 Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWRpipes type `B' for sciland waste dischareg system (IS : 13592: 1992marked) of approved quality/ make.75mm dia

25.00 RM 143.00 3575.00 INR Three Thousand Five Hundred & SeventyFive Only

6.14 Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWRpipes type `B' for sciland waste dischareg system (IS : 13592: 1992marked) of approved quality/ make.110mm dia

10.00 RM 287.00 2870.00 INR Two Thousand Eight Hundred & SeventyOnly

6.15 P & F Indian type white glazed vitreous china Ist quality W.C. orissapan (IS:2556 Mark) with 100 mm vitreous china P or S trap includingcutting and making good the wall and floor :Size 580x440 mm.

2.00 NOS. 1431.00 2862.00 INR Two Thousand Eight Hundred & Sixty TwoOnly

6.16 P & F European type white glazed vitreous china Ist quality W.C. pan(IS:2556 Mark) with P or S trap including cutting and making good thewall and floor.

1.00 NOS. 1063.00 1063.00 INR One Thousand &Sixty Three Only

6.17 P&F water closet seat covers with brass hinges complete: solid PVC(IS 2548 marked) grade-I white for EWC.

1.00 NOS. 483.00 483.00 INR Four Hundred & Eighty Three Only

6.18 P&F C.P. lugs for toilet seat cover. 1.00 NOS. 80.00 80.00 INR Eighty Only

6.19 P & F jet spray for water closet with C.P. Copper tube flange ofapproved make

1.00 NOS. 290.00 290.00 INR Two Hundred & Ninety Only

6.20 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark).Of approved make with complete fittings C.I. brackets duly painted,brass ball cock with ball, (IS: 1703 mark) complete including cuttingand making good the wall: PVC with PVC bend as per IS : 7231 .

3.00 NOS. 1092.00 3276.00 INR Three Thousand Two Hundred & Seventy SixOnly

6.21 P&F WVC wash basin (Ist quality, I.S. :2556 mark) of approved makewith C.I. brackets duly painted, 1No. 15 mm c.P. pillar cock(IS:8934mark)& 32 mm C.P. brass waste coupling of approved make, 25mmG.I. waste pipe complete including cutting & making good the wallsize 510 mmX400 mm

3.00 NOS. 1411.00 4233.00 INR Four Thousand Two Hundred & Thirty ThreeOnly

6.21 P&F WVC wash basin (Ist quality, I.S. :2556 mark) of approved makewith C.I. brackets duly painted, 1No. 15 mm c.P. pillar cock(IS:8934mark)& 32 mm C.P. brass waste coupling of approved make, 25mmG.I. waste pipe complete including cutting & making good the wallsize 510 mmX400 mm

3.00 NOS. 1411.00 4233.00 INR Four Thousand Two Hundred & Thirty ThreeOnly

6.22 P & F kitchen & Lab Sink of approved make with C.I. brackets dulypainted, 40 mm C.P. waste coupling, C.P. Brass chain with rubberplug, 40 mm G.I. waste pipe up to floor level complete includingcutting and making good the wall & floor :1.0mm thick salemstainless steel AISI -304 kitchen sink of approved make (Nirali, Neel-Kanth, Jaina, Faber, Cryistal) with large waste coupling. Size 24x18x8

2.00 NOS. 3357.00 6714.00 INR Six Thousand Seven Hundred & FourteenOnly

6.23 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. Brass bib cock,15mm nominal bore.

6.00 NOS. 362.00 2172.00 INR Two Thousand One Hundred & Seventy TwoOnly

6.24 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. Brass bib cock,15mm nominal bore.-do- Long body, 15 mmnominal bore weight not less than 690 gm.B628

4.00 NOS. 494.00 1976.00 INR One Thousand Nine Hundred & Seventy SixOnly

6.25 P & F Stop Cock (IS :8931 Mark), superior quality & of approvedmake: Brass 400 gm. 15mm nominal bore.

3.00 NOS. 218.00 654.00 INR Six Hundred & Fifty Four Only

6.26 P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete :Brass wt.1000 gm, 25mm.

3.00 NOS. 293.00 879.00 INR Eight Hundred & Seventy Nine Only

6.27 P&F pillar cocks(IS; 8934 mark) of superior quality and approvedmake. C.P. pillar cock, 15 mm dia nominal bore

3.00 NOS. 460.00 1380.00 INR One Thousand Three Hundred & Eighty Only

6.28 P & F Inlet Connection (Angle Valves) Superior quality, of approvedmake, for Wash basin, Gyser etc. C.P. Inlet connection 15mm.Brass(IS : 8931 marked)

3.00 NOS. 437.00 1311.00 INR One Thousand Three Hundred & ElevenOnly

6.29 P&F 15 mm dia connection pipe of approved quality/ make PVCPipes with nuts 450mm.

3.00 NOS. 50.00 150.00 INR One Hundred & Fifty Only

6.30 P&F Flush Cock/Flush valve (IS :9758) for WC of approved make CPbrass 25 mm nominal bore.

3.00 NOS. 726.00 2178.00 INR Two Thousand One Hundred & Seventy EightOnly

6.31 P&F Full way valve (IS:778 Mark) or wheel valve of approved make. )Gun metal 15 mm nominal bore.

2.00 NOS. 226.00 452.00 INR Four Hundred & Fifty Two Only

6.32 P&F Full way valve (IS:778 Mark) or wheel valve of approved make.)Gun metal 25 mm nominal bore.

2.00 NOS. 463.00 926.00 INR Nine Hundred & Twenty Six Only

6.33 P & F PVC Storage Tank (IS:12701 marked indicating the BIS licenseNo.) of approved make with cover, 25 mm dia 1 M long G.I. over-flowpipe & 25 Cm. long wash out pipe with plug & socket, includingmaking connection etc. complete of approved design. 500 litrescapacity.

3.00 NOS. 3450.00 10350.00 INR Ten Thousand Three Hundred & Fifty Only

6.34 P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approvedquality /make including joining the pipe with solvent cement rubberring and lubricant 75 mm. dia.

30.00 RM 131.00 3930.00 INR Three Thousand Nine Hundred & Thirty Only

6.35 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /makeincluding joining the pipe with solvent cement rubber ring andlubricant:Bend 87.5 75 mm dia.

10.00 RM 77.00 770.00 INR Seven Hundred & Seventy Only

6.36 P&F to existing door frame 24mm thick factory made PVC doorshutter made of styles and rails of a UPVC hollow section of size59x24mm and wall thickness 2mm +0.2mm with inbuilt edging onboth sides. The styles and rails mitred and jointed at the corners bymenas of M.S. galvanised/ plastic brackets of size 75x220mm havingwall thickness 1.0mm and stainless of size screws. The styles of theshutter reinforced by inserting galvanised M.S. tube of size 20x20mmand 1mm+0.1mm wall thickness. The lock rail made upto of `H'section, a UPVC hollow section of size 100x24mm and 2mm +0.2mmwall thickness fixed to the shutter style by means of plastic /galvanised M.S. `U' Cloats. The shutter frame filled with a UPVCmulti-chambered single panel of size not less than 620mm, havingoverall thickness of 20mm and 1mm+ 0.1mm wall thickness. Thepanels filled vertically and tie bar at two places by insertinghorizontally 6mm galvanised MS roudn and fastened with nuts andwashers, complete as per manufacturer's specifications and directionof Engineer in charge incl. all door, fittings, such as hingles, L-drop,handles, locking bolts etc. as per approval of Engineer in charge24mm thick shutter.

6.50 Sqm 1550.00 10075.00 INR Ten Thousand &Seventy Five Only6.36 P&F to existing door frame 24mm thick factory made PVC doorshutter made of styles and rails of a UPVC hollow section of size59x24mm and wall thickness 2mm +0.2mm with inbuilt edging onboth sides. The styles and rails mitred and jointed at the corners bymenas of M.S. galvanised/ plastic brackets of size 75x220mm havingwall thickness 1.0mm and stainless of size screws. The styles of theshutter reinforced by inserting galvanised M.S. tube of size 20x20mmand 1mm+0.1mm wall thickness. The lock rail made upto of `H'section, a UPVC hollow section of size 100x24mm and 2mm +0.2mmwall thickness fixed to the shutter style by means of plastic /galvanised M.S. `U' Cloats. The shutter frame filled with a UPVCmulti-chambered single panel of size not less than 620mm, havingoverall thickness of 20mm and 1mm+ 0.1mm wall thickness. Thepanels filled vertically and tie bar at two places by insertinghorizontally 6mm galvanised MS roudn and fastened with nuts andwashers, complete as per manufacturer's specifications and directionof Engineer in charge incl. all door, fittings, such as hingles, L-drop,handles, locking bolts etc. as per approval of Engineer in charge24mm thick shutter.

6.50 Sqm 1550.00 10075.00 INR Ten Thousand &Seventy Five Only

6.37 Providing and fixing angle iron frame 25x25x3mm for ventilators withfixed wire gauge 16 mesh 24 gauge including 100 mm square bars atinterval of 100 mm welded screwed to frame with mental beading20x3m complete in all respect as per design.

2.50 Sqm 1840.00 4600.00 INR Four Thousand Six Hundred Only

6.38 Providing and fixing Granite stone slab mirror polished and machineedge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc.laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with whitecement mortar 1:2 (1 white cement: 2 marble dust) with pigment tomatch the shade of the marble slab complete including grinding,rubbing and polishing of:Green/Black/Other granite up to 800 Cm2tile

4.00 Sqm 1573.00 6292.00 INR Six Thousand Two Hundred & Ninety TwoOnly

6.39 Renewing glass panes, with puty and nails wherever necessary:4 mmthick plain glass pane

10.00 SQM 517.00 5170.00 INR Five Thousand One Hundred & Seventy Only

6.40 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting andsteps etc.in different sizes (thickness to be specified by manufactuer)with water absortion less than 0.08% and conforming to IS 15622 ofapproved make in all colour and shade, laid with 20 mm thick CM 1 :4 including grounting the joints with white cement and matchingpigment etc completesize 600 mm X 600 mm.

150.00 SQM 1035.00 155250.00 INR One Lakh Fifty Five Thousand Two Hundred& Fifty Only

7.00 Repair Work7.01 Dismantling Stone rubble masonary including stacking of serviceable

material and disposal of unserviceable material within 50 metres lead.In cement mortar.

25.00 Cum 379.009475.00 INR Nine Thousand Four Hundred & Seventy Five

Only7.01 Dismantling Stone rubble masonary including stacking of serviceable

material and disposal of unserviceable material within 50 metres lead.In cement mortar.

25.00 Cum 379.009475.00 INR Nine Thousand Four Hundred & Seventy Five

Only

7.02Dismantling roofing including ridges, hips, valleys and raftersetc. and stacking the within 50 meter lead of: Asbestos Sheet. 5500.00 Sqm 14.00

77000.00 INR Seventy Seven Thousand Only

7.03 Dismantling steel work in single sections including dismembering andstacking within 50 meters lead in :Channels, angles, tees & flats. 27.00 Qtl 46.00

1242.00 INR One Thousand Two Hundred & Forty TwoOnly

7.04 Random Rubble stone masonary for superstructure above plinth levelone storey height above 30 Cm. thick walls in :Cement Mortar 1:6 (1-Cement:6-Sand).

45.00 Cum 2242.00100890.00 INR One Lakh Eight Hundred & Ninety Only

7.05 Plaster on new surface on walls in cement sand mortar 1:6 includingracking of joint etc. complete fine finish : 20mm thick. 2000.00 Sqm 109.00

218000.00 INR Two Lakh Eighteen Thousand Only

7.06 Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4)including finished with cement mortar 1:3 as per standard design. 550.00 Rmt 36.80

20240.00 INR Twenty Thousand Two Hundred & Forty Only

7.07 Painting with enamel paint of approved brand and manufacture togive an even shade:One or more coats on old work. 915.00 Sqm 31.00

28365.00 INR Twenty Eight Thousand Three Hundred &Sixty Five Only

7.08 White washing with lime to give an even shade including allscaffolding: Old work (two or more coats) including scrapping oldsurface and repairing with whiting wherever necessary. 4600.00 Sqm 5.00

23000.00 INR Twenty Three Thousand Only

7.09 Finishing wall with water proofing cement paint of approved brandand manufacture and or required shade to give an even shadeincluding all scaffolding: Old work (One or more coats). 6700.00 Sqm 26.00

174200.00 INR One Lakh Seventy Four Thousand TwoHundred Only

7.10 Finishing wall with water proofing cement paint of approved brandand manufacture and or required shade to give an even shadeincluding all scaffolding:New work (Three or more coats). 540.00 Sqm 33.00

17820.00 INR Seventeen Thousand Eight Hundred &Twenty Only

7.11 Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade including all scaffolding:Oldwork (one or more coats) including scrapping surface and necessaryrepairs.Same colour

500.00 Sqm 10.00

5000.00 INR Five Thousand Only

7.12 Grading roof for water proofing treatment with water proffingcompoundCement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size)

13.00 Cum 3791.0049283.00 INR Forty Nine Thousand Two Hundred & Eighty

Three Only

7.13 platform Nosing7.14 Demolishing of R.C.C. work including stacking of steel bars and

disposal of unserviceab le material within 50 meters lead. 1.50 cum 598.00897.00 INR Eight Hundred & Ninety Seven Only

7.15 Random Rubble stone masonary for foundation and plinth in CementSand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand).

5.00 Sqm 2081.0010405.00 INR Ten Thousand Four Hundred & Five Only7.15 Random Rubble stone masonary for foundation and plinth in Cement

Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand).

5.00 Sqm 2081.0010405.00 INR Ten Thousand Four Hundred & Five Only

7.16 Centering and shuttering with plywood or steel sheets includingstrutting, propping, bracing both ways and removal of formwork forfoundations in basements rafts, footings, strap beams, bases ofcolumns , etc. up to plinth level platform Nosing.

5.50 Sqm 101.00

555.50 INR Five Hundred & Fifty Five and Paise FiftyOnly

7.17 Providing and fabricating reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding(including cost of binding wire) all complete up to floor three level. Hotrolled deformed bars.(IS1139)

650.00 Kg 62.50

40625.00 INR Forty Thousand Six Hundred & Twenty FiveOnly

7.18 Providing and laying in position specified grade of reinforced cementconcrete including curing compaction finishing with rendering incement sand mortar 1:3 (1-Cement:3-coarse sand) and making goodthe joints excluding the cost of centering, shuttering andreinforcement. All work up to plinth level :R.C.C grade M 20

75.00 Cum 4068.00

305100.00 INR Three Lakh Five Thousand One HundredOnly

7.19 Demolishing cement concrete including disposal of material within 50meter lead :1:3:6 or richer mix. 20.00 Cum 385.00

7700.00 INR Seven Thousand Seven Hundred Only

7.20 Demolishing cement concrete including disposal of material within 50meter lead :1:4:8 or leaner mix. 40.00 Cum 241.00

9640.00 INR Nine Thousand Six Hundred & Forty Only

7.21 Structural steel work in single section fixed without connecting plateincluding cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete above plinth level up to 4.5mtr. height in R.S. joist flats, tees, angles and channels.

72.00 Kg 66.00

4752.00 INR Four Thousand Seven Hundred & Fifty TwoOnly

7.22 Carriage of dismantled building material with a lead of 5.00 KM. 75.00 Cum 73.705527.50 INR Five Thousand Five Hundred & Twenty

Seven and Paise Fifty OnlyTotal in Figures 15277020.95 INR One Crore Fifty Two Lakh Seventy Seven

Thousand &Twenty and Paise Ninety Five Only

Quoted Rate in Figures Select 0.00 INR Zero Only

Quoted Rate in Words INR Zero Only

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Item Rate BoQTender Inviting Authority: Chairman and Managing Director, RSWC

Name of Work: Dismantle of multispan Godown 2000 MT& construction of Godown 1800 MT, Renovation & repair of Godownand Toilet , Repair of Boundary wall , construction of Water harvesting structure & C.C. Road and Electrifiction work at StateWarehouse, Antah District - BaranContract No: RSWC/Eng./Tender/01/2019-2020

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1 2 3 4 5 6 71 Labour charge Re-fixing 150 Cm. high fencing

with angle iron 50x50x6mm placed at every 3Mtr. apart 30 Cm. in ground embedded incement concrete 1:3:6 (30x30x45 cm.) corner

90.00 RM 0.00 INR Zero Only

2

Painting stack line 5cm wide with approvedready mix paint including cleaning of surface. 275.00 RMtr

0.00 INR Zero Only

3 Supply and laying polyester coated steelsheets roofing of trapezoidal profile having31+/- crest height & pitch not to exceed 195mm centre to centre width made from 0.55mm thick cold rolled low carbon steel-“O”grade, half hard conforming to IS-513 and aminimum yield stress of 240 Mpa and thesheets shall be hot dipped galvanized withzinc coating of grade 120 conforming to IS-277 silicon / regular modified polyestercoating as specified in the technicalspecification conforming to IS-14246 andshall be laid over tubular trusses and purlins.The cost includes providing fixing of selfdrilling and self tapping fastners (head of thefastener shall be protected with PVC capsmatching colours) with EPDM washers,thrust washers, flat washers stitch, screws,caps etc. complete as required total coatedthickness of the sheets shall be 0.60 mm andtesting shall be done as per relevant IS/BIScodes, The colour shall be decided by theEngineer-in-charge. (For godown roofing,plateform and ridges having profile similar topolyester coated steel sheets)

6400.00 SQM 0.00 INR Zero Only3 Supply and laying polyester coated steelsheets roofing of trapezoidal profile having31+/- crest height & pitch not to exceed 195mm centre to centre width made from 0.55mm thick cold rolled low carbon steel-“O”grade, half hard conforming to IS-513 and aminimum yield stress of 240 Mpa and thesheets shall be hot dipped galvanized withzinc coating of grade 120 conforming to IS-277 silicon / regular modified polyestercoating as specified in the technicalspecification conforming to IS-14246 andshall be laid over tubular trusses and purlins.The cost includes providing fixing of selfdrilling and self tapping fastners (head of thefastener shall be protected with PVC capsmatching colours) with EPDM washers,thrust washers, flat washers stitch, screws,caps etc. complete as required total coatedthickness of the sheets shall be 0.60 mm andtesting shall be done as per relevant IS/BIScodes, The colour shall be decided by theEngineer-in-charge. (For godown roofing,plateform and ridges having profile similar topolyester coated steel sheets)

6400.00 SQM 0.00 INR Zero Only

4 Supplying and Fixing of turbo ventilators onthe top of godown roof with high performanceindustrial turbo ventilators of minimum 600mm dia neck of aluminum alloy, designed towind speed of 50m/sec and inclusive of baseplate & all necessary accessories, specificationof multi roof ventilator got approved fromEngineer-in-charge before installation.

38.00 NOS. 0.00 INR Zero Only

Total in Figures 0.00 INR Zero Only

Quoted Rate in Words INR Zero Only