rajasthan tourism development corrporation, hotel swagatam campus, near railway...

RAJASTHAN TOURISM DEVELOPMENT CORRPORATION HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR

PHONE NO 51157802202586 FAX 0141-22010452204065

E-TENDER NOTICE NO082016-17

Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the following works from the contractors registered with State Government Government of India CentralState Government undertaking in appropriates class and trade as per the details given below The detailed information can be seen at website wwwrtdctourism rajasthangovin amp sppprajasthangovin The tender documents can be downloaded to httpeprocrajasthangovin from dated 26816 to -26916 for PRASAD YOJNA and 26816 to 29916 for SWADESH DARSHAN YOJNA as mentioned below upto 200PM and should be deposited on line in electronic format upto 300 PM on dated 26916 amp 29916 respectively

SN Name of work Approx Value (Rs in lakhs)

Earnest money(in

lacs)

Tender Cost (in

Rs)

E-Process Fees(in Rs)

Completion period of

work

Date of selling Date of receipt

(A)Various Development works at Pushkar amp Ajmer(Prasad Yojna)

1 Street up gradation from Delhi Gate to Dargah Street(Ajmer)

12000 240 5000- 1000- 18 months 26816 to 26916

26916

2 Illumination of Dargah Street Ajmer)

7000 140 5000- 1000- 1 2 months 26816 to 26916

26916

3 Improvement of Delhi Gate ampDargah Chowk at (Ajmer)

5000 100 5000- 1000- 12 months 26816 to 26916

26916

4 Development of Tourist Information Kiosk at Railway station amp Bus Stand ( Ajmer)

7000 140 5000- 1000- 12months 26816 to 26916

26916

5 Illumination of Pushkar Sarovar 9000 180 5000- 1000- 12months 26816 to 26916

26916

6 Restoration amp Development works at Pushkar Market Street around Sarovar Pushkar Ajmer

10000 200 5000 1000- 18 months 26816 to 26916

26916

7 Improvement of sewage net working amp solid waste around Brahma TemplePushkarAjmer

25000 500 5000- 1000- 18months 26816 to 26916

26916

8 Illumination of site amp surrounding near Temple pathway of Brahma Temple Pushkar Ajmer

4500 090 5000- 1000- 12 months 26816 to 26916

26916

9 Refurbishment Restoration ampDevelopment works at Parikrama Path Pushkar Ajmer

30000 600 5000- 1000- 18 months 26816 to 26916

26916

10 Improvement amp Development of Road of Parikrama Path of Pushkar to facilitate tourist movements Pushkar Ajmer

7000 140 5000- 1000- 12months 26816 to 26916

26916

11

Development of Tourist facility at Parikrama Path of Pushkar SarovarPushkar Ajmer

5500 110 5000 1000- 12months 26816 to 26916

26916

12

Illumination of Parikrama Path of Pushkar Sarovar Pushkar Ajmer

4500 090 5000- 1000- 12months 26816 to 26916

26916

(B)Various Dev Works at Sambhar Jaipur

1 Various Improvement works at Sambhar Salt complex Sambhar Jaipur

5500 110 5000- 1000- 12 months 26816 to 29916

29916

2 Development of caravan Park at Sambhar salt complexSambhar Jaipur

23000 460 5000- 1000- 18 months 26816 to 29916

29916-

3 Development of craft haat ampadministrative block at Sambhar salt complex Jaipur

18500 370 5000- 1000- 18 months 26816 to 29916

29916

4 Development of festivalfair ground amp local Bazar at sambhar salt complex Jaipur

10000 200 5000- 1000- 18 months 26816 to 29916

29916

5 Development of mini night safari at Naliasar Sambhar Jaipur

14000 280 5000- 1000- 18 months 26816 to 29916

29916

2

6 Development of camping ampconstruction of log huts at Naliasar Sambhar Jaipur

40000 800 5000- 1000- 18 months 26816 to 29916

29916

7 Solar street lighting at Naraina Sambhar Jaipur

1200 024 1000- 1000- 7 months 26816 to 29916

29916

8 Solar street lighting for approach road for Bi-cycle Track

7000 140 5000- 1000- 12 months 26816 to 29916

29916

The undersigned reserves full right to cancel all or any part of the NIT without assigning any reason Terms amp Conditions

1 The bid shall be in two part ie (A) Technical bid ( 2) Financial bid for item(A )serial no1 679 amp for item(B) serial no2

3456 and for rest items ie(A)23458101112amp(b)178 financial bids are acceptable The technical bids will first be

opened on due date ie 260916 amp 290916 as mentioned above at 400 PM In case of any holiday on the opening date

of the tender the same shall be opened on next working day on same time After scrutiny and declaration of

qualifiedsuccessful bidders the financial bids will be opened for which the successful bidders will be informed

2 The registration certificate in appropriate class amp trade Sales tax PAN NO EPF REGISTRATION NO service tax

registration copies are to be enclosed in technical bid

3 The Earnest money amp tender cost should be submitted in the name of General Manager-Works RTDC Ltd Jaipur and

e-processing fees in the name of MD RISL Jaipur in the form of Bank Demand Draft shall be deposited in person in

the office of Generam Manager-Works RTDC LtdJaipur upto 200 PM upto dated 2692016 amp 2992016

respectively and information thereof will also be given on website with tender document

4 The participants firms should have similar works experience of 13 value of the works as above in last five years

(including current year if opted by the bidder) and attested copies of certificate of satisfactorily completion of work

should also be given

5 The bidder must ensure that all the information required in the documents is furnished by him complete in all

respects He would not be allowed to withdraw any documents or to rectify any information after submitting the bid

6 The copy of balance sheet of the firm for last three years duly certified by CA showing turnover of the firm is to be

given

(Madhav Sharma) GENERAL MANAGER-WORKS

RTDC LTD JAIPUR No Date Copy to following for information amp na-

1 PS to Director Tourism Govt of Rajasthan Jaipur

2 PS to Managing Director RTDC Ltd Jaipur

3 EO to Executive Director (Finance) RTDC Ltd Jaipur

4 PA to Executive Director RTDC Ltd Jaipur

5 Divisional Engineer RTDC Ltd Jaipur

6 Assistant Accounts Officer Works Division RTDC Ltd Jaipur

7 Cashier WD RTDC Ltd Jaipur

8 Computer Operator Computer section to upload the NITBID on website as mentioned above

(Madhav Sharma)

GENERAL MANAGER-WORKS

RTDC LTD JAIPUR

3

RAJASTHAN TOURISM DEVELOPMENT CORRPORATION

HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065

E-TENDER NOTICE NO 082016-17 Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the Various Development refurbishment restoration amp construction Works at Ajmer-Pushkar (PRASAD YOJNA) amp Sambhar Town Jaipur ( Swadesh Darshan Yojna) from the contractors registered with State Government Government of India and undertaking of statecentral Government in appropriates class amp trade The detailed information can be seen at website wwwrtdctourismrajasthangovin amp sppprajasthangovin The tender documents can be downloaded to httpeprocrajasthangovin from dated 2682016 to 2692016 for Prasad Yojna and from dt 2682016 to 2992016 for Swadesh Darshan Yojna upto 200 PM The undersigned reserves the full rights to reject all or part thereof the tender










8 Manager RTDC Ltd Publicity Section Jaipur for publication as per Rajasthan Transparency in Public

Procurement Act -2013 for serial No(A) 17913 and (B)2356 in One leading regional daily news

paper One state level leading daily news paper and one All India level daily news paper and for rest

serial no ei(A)234568101112ans (B) 1478 in one leading regional daily news paper and One

state level daily news paper


RTDC LTD JAIPUR

4



GENERAL TERMS amp CONDITIONS

SN

1 Tenders invited from Contractor having registration in Government Semi-Government or any other Public Sector Undertakings

2 The work shall include all lead and lifts at site of work

3 The work shall be strictly carried out as per the tender specification amp Indian Standard specifications

4 Any kind of damage to the existing structure during the execution of the work shall be made good by the contractor at no extra cost

5 Electricity and water for execution of the work shall be arranged by the contractor at his own cost

6 The contractor shall be fully responsible for compliance of Labour laws EPFESI amp contribution towards labour as well as himself and insurance etc for the workers engaged by him on the works

7 Conditional tender shall not be considered and shall be liable to be rejected without taking any cognizance thereof

8 Quantities of any item may be increased decreased or deleted as per site conditions and as per instruction of Engineer-in-charge Nothing can be claimed extra for such changes in the item and also in the variation of quantities

9 All the instructionsspecifications issued by RTDC authorities from time to time regarding construction addition or alteration shall be binding upon the contractor

10 The contractor shall take all the necessary measures and will be responsible for the safety for the Labour at work and existing structure etc

11 Skilled man power shall be provided at site to engineer-in-charge for checking of lines levels and specifications etc who shall be at the disposal of the engineer-in-charge If not provided by the contractor than same shall be engaged by the Corporation on Contractorrsquos cost and the payment made shall be recovered from the contractor

12 Contractor is to abide by the instruction issued by the Engineer-in-charge amp Client Department Authority regarding collectionstorage of material at site

13 All service lines ie water supply sewer telephone Electricity etc at the site shall have to be taken care of by the contractor during the execution Any damage to these lines shall have to repaired by the contractor

14 All finishing material shall be got approved by the Clientcompetent authority before execution

15 All hidden works shall be got checked necessarily from the engineer-in-charge before covering them for which the contractor shall inform the engineer-in-charge well in time

16 Final payment shall be made only after satisfactory handing over of the said work to the clientdepartment All materials shall be got tested before use by the contractor at his own cost as directed by Engineer-in-charge

17 Defect liability shall be 1 year for the said work

18 The Tenderers are advised to visit the site before quoting the rates and to seek any clarification regarding said work they can contact the engineer-in-charge during office hours

19 The rates quoted by the contractor shall be deemed to be inclusive of Sales tax Income Tax Service tax Royalty Labour cess amp any other taxdutycess applicable by law at the time of payment and shall be borne by the contractor for performance of the contractor The employer shall deduct such taxes as per applicable law

20 The Photographsrsquo of site before starting of the work and after completion of work will be provided in two copies by the contractor at his own cost amp no extra cost will be paid by department

21 The rates quoted by the contractor will remain valid upto four months Validity period on the written consent of the contractor can be extended

Signature of Contractor with seal and full address with mobile No

General Manager-Works RTDC Ltd Jaipur

5

RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR

(WORKS DIVISION)

TENDER DOCUMENT (Technical Bid)

E-Tender (NIT No) 082016-17

Name of work- Improvement of Sewage networking and Solid waste around

Brahma Temple Pushkar

Mirror

Signature of Contractor

6

UNDERTAKING

THE GENERAL MANAGER ndashWORKS RTDCLTD JAIPUR

Dear Sir

Having examined and understood terms amp conditions the plans specifications and Schedule of

Quantities for the work prepared by your Architects Engineers IWe hereby offer to execute the work at the

rates which IWe have quoted for respective items specified IWe herewith enclose myOur DD no------------

----------dated---------------Name of bank-----------------------------------------------------------for Rs

as earnest money for execution at myour tendered rates

In the event of this Tender being accepted IWe agree to enter into agreement as amp when required

to execute the work

Yours Faithfully

CONTRACTOR (Name amp Full address with seal)

7

MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs

(in words) Rs

(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10

th day after the date of written order to

commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract

Signature of Contractor The above tender is hereby accepted by me

General Manager-Works

RTDCLTD JAIPUR

8

DIRECTIONS FOR GUIDANCE OF CONTRACTORS

1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the

office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer

The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders

amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the

amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of

Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled

rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan

Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General

Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours

2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of

the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so

3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners

except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of

the firm by one of the partners or by some other person having to give effectual receipts for the firm

4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates

specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in

the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of

any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two

or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which

they refer written outside the envelope

5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of

any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the

several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money

forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign

copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with

such unaccepted tender shall be returned to the contractor

6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of

the tenders without assigning any reasons

7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The

contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in

the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any

stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to

Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and

shall form a part of the contract

8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the

work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as

actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)

RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in

the Special Condition of Contract after deducting SD as per PWFampAR provisions


9

GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd

Jaipur

2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or

omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for

the cost of supplied material from subsequent running Bill will be made

3 The Department shall pay to the contractor as detailed in special conditions of contract

4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the

satisfaction of the Engineer in charge

5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required

6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who

thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any

workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions

7 The contractors shall be given one set of the plans free of charge

8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding

to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or

variations shall be carried out without prejudice to the contract

9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part

of the work without violating the contract and for which he will not be held liable to compensation to the contractors

10 All plants machines and other equipments are to be arranged by contractor for the work

11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above

estimatedscheduled rates will be summarily rejected

12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract

Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time

13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out

by him the following procedure shall be followed -

(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct

rate

(ii) 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 the contractor shall be taken as correct and not the amount worked out

(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the

Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to

execute such item on G Schedule rates

(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive

14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender

15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and

signatures duly attested at the time of execution of agreement

16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT

17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly



10

SPECIAL CONDITIONS OF CONTRACT

1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for

qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid

2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT

and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have

executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five

years (updated to current price level 100 per annum) and have the necessary technical expertise and support

machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding

3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid

will be final amp binding

4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for

payment of running bills No payment of any material at or work done at place other than the site of work will be made

unless such material is brought to site and found acceptable to be used on the work

5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to

General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable

as relevant to the particular item of work

6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged

7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing

work

8 All work shall be carried out as per approved samples of each element

9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will

be cleaned and washed removing all spots etc for final acceptance on completion

10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost

11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed

within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and

completing various stages of the work

12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved

from the Engineer in-charge before use

13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered

at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For

extra items if any rates will be decided based on market analysis to be provided by contractor

14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost

15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got

prepared by contractor for prior approval before Signature of contractor

construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC

Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this

16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work

approved from the departmental Architect Engineer before proceeding with manufacture of the same at site

17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be

done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all

labourfactory laws in force

18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be

adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work

and on satisfactory performance of structure

19 No escalation will be payable even if the completion period exceeds that as stipulated

20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable

to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to

contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of

any dispute the decision of the Department will be final and binding on the contractor

21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)

Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)

a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be

made out of schedule)

b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)

c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in

Schedule IV (Photocopy to be made out of schedule)

d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)

11

e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)


22 Bid capacity

(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -

(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the

current price level) extracted from schedule II which will take into account the completed and on going works

(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the

current price level) Extracted from schedule III

(ii) Bid Capacity=(AxNx3-B) where

A=Maximum value of 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

N=Number of years prescribed for completion of the works for which bids are invited herein (in years)

B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period

The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be

awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager

(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding

NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash

(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146

For current year the price level shall be 10

23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager

(Works) Rajasthan Tourism Development Corporation Ltd Jaipur

24 Determination of Responsiveness

a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd

JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents

b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial

resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without

material deviation or reservation A material deviation or reservation is one which affects in any substantial way the

scope quality or performance of the works or which limits in any substantial way the General Manager (Works)

Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the

rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting

substantially responsive bids

c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not

subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or

reservation

25 Construction programme ndash

1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager

(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT

chart

2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The

contractor shall provide in writing general description the arrangements deployment of equipment work planning and

methods which he proposes to adopt for the execution of the works

3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved

programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a

revised programme showing the modifications to the approved programme necessary to ensure completion of the works

within the time for completion

4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not

relieve the contractor of any of his duties or responsibilities under the contract

5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction

programme to suit the programme of completion for the entire contract period This programme shall be reviewed and

revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in

the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time

26 Materials workmanship period and certificates of Maintenance and Defect Liability etc

All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the

ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the

place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at

all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments

machines labour and materials as are normally required for examining measuring and test in any work and the quality

weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as

may be selected and required by the Engineer-in-charge

12


27 Period of maintenance and Defects liability

The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any

defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of

completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In

case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such

defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event

the employer takes over portions of work as they are completed the liability of the contractor under this clause for these

portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over

28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography

videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of

RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old

work to redo this still photography with specifically putting some identity mark number of the portion by any specified means

has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement

book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for

execution as well as for payments

During the work in progress and after its completion also photo documentation is necessary and the photos before amp after

completion of portion of work are essentially to be enclosed with the bill for payment


GENERAL MANAGER (WORKS)

13

SCHEDULE-I

FINANCIAL RESOURCES AND CAPABILITY

(PURSUANT TO CLAUSE 26) 1 Name of Applicant

2 Name of Partner Director

3 Capital

(a) Authorised

(b) ii

4 (a) WhetheCategory of Enlisted in Govt

(b) Details Details of the work completed and applicants performance record for last five years

(information to be furnished in Schedule II in India

(c) Details of works in hand applicants performance record for last five years (Information to be

furnished in Schedule-III)

5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years

6 The information on the following aspects should be specifically furnished

(i) Working capital and net worth

(ii) Turnover for the years

a

b

c

(iii) Gross income in years in India

(i)

(ii)

(iii)

(iv) Quick ratio or acid test ration (Quick assets to current liabilities)

7 What is the maximum annual turnover of the project that you can handle (Financial Projection)

8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector

undertaking

(If yes Please give details)

9 List of your source of finance

10 Certificate of financial soundness by Bank

11 Name and address of Bank from whom reference can be obtained

12 Have you ever been declared bankrupt

(if yes please give details)


14

SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE

APPLICANT IN LAST FIVE YEARS IN INDIA

(Pursuant to Clause 26)

SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15

SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF

APPLICATION IN INDIA

(pursuant Clause 26)

SNo Name

of

work

Place

amp

State

Work on Hand Work tendered for

Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV

Details of Key Personnel intended to be employed for this work

(use separate sheet if necessary)

(Pursuant to clause 26)

S No Name of Person Qualification Designation Experience Work to be

put on

A Technical Personnel

(1)

(2)

(3)

(4)

B Administrative Personnel

(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V

DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK

S No

Particulars Make Year of manufacture

Nos Whether owned or confirmed lease

1 Lime mortar Mill

2 Scaffolding Material

3 Movable Gantry

Crane etc

4 Any other TampP for

the purpose

5

6

7

8


18


(WORKS DIVISION)

TENDER DOCUMENT (Financial Bid)




Restoration Conservation work Stained GssMirror


19

Rajasthan Tourism Development Corporation

Name of work Improvement of Sewage networking and Solid

waste around Brahma Temple Pushkar

(Based on PWD BSR CIVILElectrical Ajmer Circle - 2013 and item rates)

SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT

1 PART A- CIVIL WORKS BASED ON PWD BSR CIVIL 2013- AJMER CIRCLE

1146500180

2 PART B- SANITARY WORKS BASED ON

PWD BSR CIVIL2013- AJMER CIRCLE

30793700

3 PART C- ELECTRICALWORKS PWD BSR

ELECTRICAL 2013- AJMER CIRCLE

11896300

4

PART D- WORKS BASED ON ITEM RATE ( CIVIL amp ELECTRICAL)

GRAND TOTAL

I we hereby agree to execute the work PART A In figures Above Below In words

Above below PART B In figures Above Below In words

Above below PART C In figures Above Below In words

Above below PART D In figures Above Below In words

Above below

General Manager Works

Signature of the Contractor RTDC Ltd Jaipur

With Full Postal Address

20

SCHEDULE OF QUANTITIES


Name of work Improvement of Sewage networking and Solid waste around Brahma Temple Pushkar

(Based on PWD BSR Ajmer Circle - 2013)

PART - A-CIVIL WORKS

SL No Specification Unit Rate QTY Amount

1

Dismantling of flooring with care including stacking of serviceable material and disposal of unserviceable material with in 50 Mtr Lead for

Cement concrete flooring Sqm 62 227 14074

2

Dismantling stone rubble masonary including stacking of serviceable material and disposal of unserviceable material with in 50 Mtr Lead for

In cement mortar Cum 370 103 38110

3

Surface Dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr and lift up to 15 Mtr All kinds of soil 100Sqm 437 45 19665

4

Earth work in surface excavation not exceeding 30cm in depth but exceeding 15 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr and lift up to 15 Mtr disposed soil to be levelled and neatly dressed All kinds of soil Sqm 20 1251 25020

5

Earth work in excavation over areas (exceeding 30cm in depth 15 Mtr in width as well as10 Sqm on plan) including disposal of excavated earth lead up to up to 50m and with lift disposed soil to be levelled and neatly dressed Ordinary Rock Cum 305 432 131760

6

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift up to 15 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering amp ramming and disposal of surplus excavated soil as directed within a lead of 50 meter including stacking of useful material if available

Ordinary Rock Cum 305 406 123830

7 Supply amp Stacking good earth at site complete including loading unloading amp transportation etc Cum 75 3113 233475

21

8

Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift Cum 61 3500 213500

9 Add Extra for foundationtrenchesdrains for evry additional lift of 15 Mtr or part thereof upto 45mtr depth

All kinds of soil Cum 14 1516 21224

Ordinary or Hard Rock Cum 24 1516 36384

10

Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand Cum 640 280 179200

11

Filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingles sand Cum 536 120 64320

12

Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level

1510 ( 1 cement 5 coarse sand 10 graded stone aggregate 40mm nominal size) Cum 2218 43 95374

13 M15 grade Nominal Mix (with graded stone aggregate 20mm nominal size) Cum 3438 480 1650240

14 Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30 CM thick wall in

Cement Mortar 13 ( 1-Cement 3-Sand) Cum 2193 286 627198

15 Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm thick walls in


16

Stone Masonary for arches in cement sand mortar 13 including centering shuttering and pointing etc upto 45 Mtr Height from plinth level

With coursed rubble stone (to be pointed) Cum 5940 82 487080

17

Add extra for facing as per design and detailed specifications including additional cost of stones over item no B-61 amp B-62 for

Course rubble facing second sort Sqm 335 1514 507190

18 Pointing on stone masonary in cement sand mortar 13 ( 1 cement 3 sand)

Raised and cut pointing Sqm 79 1514 119606

19

Providing and laying in position specified grade of cement concrete for RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement

M20 grade Nominal Mix (with graded Cum 4543 120 545160

22

stone aggregate 20mm nominal size)

20

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three level including curing compaction finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for -

21

Walls (any thickness) including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and struts etc

M20 grade Nominal Mix Cum 5196 32 166272

22

Beams suspended floors roofs griders having slopes up to 15ordm landings balconies shelves chajjas lintels bands plain windows sills staircases and spiral staircases etc


23

Centering amp shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation in basement rafts footings straps beams bases of columns etc upto plinth level Sqm 115 2200 253000

24

Centering amp shuttering with plywood or steel sheets including strutting propping bracing both ways with wooden members and removal of formwork for upto floor three level for

Suspended floors roofs landings staircases balconies girders cantilevers bands coping bed plates anchor blocks sills chhajjas lintel beam etc Sqm 222 292 64824

25 Columns pillars posts and struts etc Sqm 189 243 45927

26

Providing and fabricating reinforcement using steel of SAILVIZAK-RINLTATA TISCONESSARZINDAL VIJAINAGAR IS 1786-1986 for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor three level

Thermo-Mechanically Treated bars (Conforming of relevent IS code) Kg 78 18017 1405326

27 Brick masonry in fountation and plinth with brick of class designation 75 in- Cement mortar 1 6 (1 cement 6 coarse sand) Cum 3129 4 12516

28

Half brick masonry in foundation amp plinth using bricks of designation 75 in low cost Shree binder sand morter 13(for non load bearing walls) -Cement morter 14(1 cement 4 coarse sand) Sqm 378 225 85050

29

Add extra over item No B-583 for half brick masonry in superstructure upto third story including cost of norminal hoop reinforcement (2 Nos 6mm Oslash MS bar at every fourth course) Sqm 50 220 11000

23

30

Rough chisel dressed stone flooring over 20mm (Av) thick base in CM 16 including pointing with cement mortar 12 (1 cement 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15mm

45mm thick red sand stone Sqm 385 1600 616000

31

Providing and laying damp-proof course with cement concrete grade M-15 (124) mortar prepared with 1 solution of water-proof compound including two coats of hot blown bitumen (2Kg Per Sqm) complete as per specification with glass strip 3mm thick at a distance of 1m interval

75mm thick Sqm 33800 51 17238

32

Applying one coat industrial grade bitumen of penetration 2585 of approved quality using 170 kg per Sqm on Damp Proof Coarse after cleaning the surface with brushes and finally with a piece of cloth slightly soaked in kerosene oil Sqm 103 51 5253

33

Providing and fixing 50mm dia GI Medium B class railing with two horizontal pipes and 15 Mtr long vertical pipe 15Mtr centre to centre with all accessories like elbows tees etc including welding thereading and embedding in cement concrete 124 block of size 30X30X40cm with 2 Nos angle iron 25X25X5mm size holdfast complete as per drawings Rmt 1651 189 312039

34 Plaster on new surface on wall in cement sand mortar 13 including racking of joints etc complete fine finish

20mm thick Sqm 161 1250 201250

35 6mm thick cement plaster to ceiling of mix 13 (1cement 3 fine sand) Sqm 105 179 18795

36 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade

Two or more coats on new work including preparation of base with primer putty lippy complete in all respect Sqm 82 187 15334

37

Providing cement based water proofing treatment to RCC Roof with brick bats 25mm to 100mm in CM 14 (1-Cement 4 - Sand) the under layer being 20mm thick bed plaster of cement sand mortar 16 with neat cement punning 3 Kgsqm including cleaning of RCC surface and adding of water proofing compound at all stages at 2 of weight of cement including curing etc complete in all respect finishing with 20mm thick cement sand mortar of mix 14 mixed with water proofing compound Sqm 385 173 66605

38

Making khurras 450X450mm with average minimum thickness 50mm cement concrete 124 over PVC Sheet 1 MtrX1MtrX40micron finished with 12mm cement plaster 13 and one coat of neat cement rounding edges and making and finishing the outlet complete Each 91 13 1183

24

39

Providing and fixing 30 to 40mm thick stone chajjas in cement sand mortar 14 including making gola at junction with wall in cement concrete M-15 grade (124 nominal mix) drip course

Pointing both faces in CM 13 with an admixture of pigment matching the stone shade Sqm 553 0 0

40 20mm thick plastering in CM 16 on both faces Sqm 645 45 29025

41

Supply amp fixing door window chowkhats and other frames including antitermite treatment MS Flat hold fasts of size 250X40X3mm fixed with MS bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade

Sheesham wood Grade - I Cum 102242 09 920178

42

Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure A

40mm thick Decorative Teak Veneer both sides Sqm 2357 14 32998

43 Add extra in Flush doors

For external teak wood lipping on flush door 40mmX6mm Rmt 50 41 2050

44

Extra if louvers (not exceeding 02 sqm) are provided in flush door shutters (overall area of door shutters to be measured) Decorative type door Sqm 267 14 3738

45

Providing and fixing Granite stone slab mirror polished and machine edge cut in walls pillars steps shelves sills counters floors etc laid on 12mm (Av) thick base of cement mortar 13 (1 cement 3 coarse sand) jointing with white cement mortar 12 (1 white cement 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing amp polishing of

GreenBlackOther granite Above 3601 cm2 slabs Sqm 4260 99 421740

46

Extra for providing edge moulding to 18mm thick marble stone counters vanities etc over item No 71 amp 72 including machine polishing to edge to give high gloss finish etc complete as per design approved by Engineer-in-Charge

Granite Work Metre 125 39 4875

47

Extra for providing opening of required size amp shape for wash basin kitchen sink in kitchen platform vanit counters and similar location in marble stone work including necessary holes for pillars taps etc including rubbing and polishing of cut edge etc complete

Each Opening 26 4 104

25

48

Providing and fixing 1st quality standard white grey ivory fume red brown light green light blue and other light shades glazed tiles confirming to IS 13753 amp IS 15622 of size 300mm x 200mm in walls floors steps pillars etc laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar)

Catogary-A Kajaria Johnson Somani Orient make Sqm 763 180 137340

49 Add extra over B-731 and B-732 for using size 300X600mm tiles instead of size 300mmX200mm Sqm 115 180 20700

50

Providing and laying water proofing treatment in sunken portion of WCs bathroom etc by applying Polymer modified cementious slurry mixed with Armour cerate of Ms The Structural Water Proofing Company Pvt Ltd Or Tapecrete of Ms Cico Engineer Service or Hydro Proof of Fosroc consisting of appearing I) first layer of slurry of cement 0488 kgsqm mixed with Armourcrete or Tapecrete 0253 kgsqm This layer will be allowed to air cure for 4 hours II) Second layer of slurry of cement 0242 kgsqm mixed with Armourcrete or Tapecrete 0126 kgsqm This layer will be allowed to air cure for 4 hours followed by water curing for 48 hours The rates includes preparation of surface treatment amp sealing of all joints corners junction with polymer mixed slurry Sqm 135 47 6345

51

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift up to 15 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering amp ramming and disposal of surplus excavated soil as directed within a lead of 50 meter All kind soil Cum 127 49500

6286500

52 Demolishing cement concrete including disposal of material with in 50 meter lead

136 or richer mix Cum 31900

4500

14355

148 or leaner mix Cum 31100

2500

7775

53

Demolishing RCC work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

Cum 108500 6000

65100

54

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead

Sqm 1450 620 8990

Sub Total

1146500180

26





PART - B- SANITARY WORKS

SL No

Specification Unit Rate QTY Amount

1

P amp F European type white glazed vitreous china 1st quality WC (IS 2556 Mark) including cutting and making good the wall and floor Wall Mounting (extended) Each 304200

400

1216800

2 P amp F water closet Seat Covers with brass hinges complete Solid PVC (IS 2548 marked) grade-I White for EWC Each 45100

400

180400

3 P amp F CP lugs for toilet seat cover Each 8000

400

32000

4 P amp F vitreous china P trap of approved quality Each 24300

400

97200

5 P amp F White glazed Conversion Bend for WC from P trap to S trap Each 19900

400

79600

6

P amp F WVC wash basin (1st quality IS 2556 Mark)

of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall

-

-

7 Size 550 mm x 400 mm for counter top Each 202500

400

810000

8

P amp F Bevelled edge Mirrormirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws amp washers- Other sizes Sqm 94900

432

409968

9

P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete- Flat Back (large) or half stall size 610x400x80mm Each 258600

300

775800

10

PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm- Makrana II quality marble having light spots Each 92200

200

184400

11

P amp F Automatic Flushing Cistern of first quality (IS 774 mark) of approved make fitting siphon with copper tube CI brackets complete including cutting and making good the wall- WVC (as per IS 2556) 15 litres Each 115300

400

461200

12 P amp F CP brass Urinal Flush Pipe set complete with flanged brackets of approved make - Each 80300

300

240900

27

For 3 Urinal

13 P amp F CP brass Urinal Spreader for stall urinal of approved make Each 38200

300

114600

14 P amp F CP brass Doom Waste Coupling 32 mm dia Each 38200

400

152800

15 P amp F CP Brass flush Valve with CP flush bend of approved make- Push type with Elbow 32 mm dia Each 270000

400

1080000

16 P amp F Bottle Trap of approved make - CP Brass 32 mm Each 51100

800

408800

17 P amp F Jet spray for water closet with CP Copper Tube flange of approved make Each 29200

400

116800

18

Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge Two way Bib Cock 15 mm nominal size (for jet spray) Each 104900

400

419600

19 Pamp F waste Coulping with fittings of approved quality make CP Brass 32 mm dia Each 13800

800

110400

20 P amp F Towel Rail or Ring of approved qualitymake -

-

-

CP brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty) Each 53100

200

106200

21 CP brass towel rail with brackets 600 x 20mm Each 39100

200

78200

22 P amp F Grating of approved qualitymake

-

-

Stainless Steel Sheet size 125mm dia Heavy Quality of approved make Each 53100

1100

584100

23 Square 150 x 150 x 8mm (Anti Cockroach) Each 23100

1100

254100

24 P amp F Toilet Paper Holder with rod of approved qualitymake- CP brass heavy amp Superior quality Each 21200

400

84800

25 P amp F Liquid Soap Container with brackets complete of approved make CP brass Each 15100

200

30200

26 P amp F Pilllar Cocks (IS 8934 Mark) of superior quality and approved make CP Pillar cock Swan-neck with casted spout 15mm nominal bore Each 76800

200

153600

27 Providing amp fixing CP brass bib cock of approved quality conforming to IS 8931 - 15 mm nominal bore Each 57200

400

228800

28 Providing and fixing Mixing Range 15mm nominal bore - CP One holeclose hole basin mixer with casted spout Each 181500

400

726000

29

P amp F Inlet Connection (Angle Valves) Superior quality of approved make for Wash basin Gyser etc - CP Inlet connection 15mmBrass (IS 8931 marked) Each 43200

1600

691200

30

P amp F Sand-cast Iron (SCI) Pipe (IS 1729mark) of approved make in wall or in floor with MS holder bat clamps in 10 X 10 X 10 Cm M-15 grade concrete blocks joints filled with CM 14 with spun yarn including cutting holes and making good the wall

-

-

a 75mm dia Metre 57800

100

57800

b 100mm dia Metre 66500

6400

4256000

28

31 P ampF SCI Fittings (IS 1729 mark) in CM 14 with spun yarn

-

-

Offset

-

-

a 75mm dia Each 37500

100

37500

b 100mm dia Each 42500

200

85000

Socket

-

-

c 75mm dia Each 14800

100

14800

d 100mm dia Each 19300

200

38600

DDoor Y-Tee

-

-

e 75mm dia Each 42900

200

85800

f 100mm dia Each 62700

200

125400

Cowel

-

-

g 75mm dia Each 20400

500

102000

h 100mm dia Each 27500

200

55000

Tee

-

-

i 75mm dia Each 42500

1500

637500

j 100mm dia Each 42500

800

340000

Bend

-

-

k 75mm dia Each 31500

800

252000

l 100mm dia Each 31500

500

157500

-

-

32

Providing Laying amp Jointing RCC class NP-2 Non-Pressure pipes (IS 458mark) of approved make with collars jointed with CM 12 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc complete

-

-

a 150mm dia Pipe Metre 33200

1200

398400

b 200mm dia Pipe Metre 37800

1800

680400

c 250mm dia Pipe Metre 50300

2600

1307800

29

33

P amp F Square-mouth gully trap `A` grade (IS 651-1992 marked) of approved make complete with CI grating frame amp Cover masonary chamber in CM 16 100mm thick CC 1510 base concrete 40mm thick CCM-15 grade coping 12mm thick cement plaster in CM 13 complete as per approved design amp type - Trap size 150 X 100mm ferrow cement cover with frame Internal Chamber size 300 X 300mm Each 79200

200

158400

34

Construction of Man hole in all types of soil inner size 15 x 12 M with 450mm thick masonry in CM 16 10 Cm thick cement concrete 1510 in foundation 20mm thick inside plaster in CM 16 finished with floating neat cement 50 mm thick M-15 grade CC flooring making channels 80 mm thick stone slab covering with 40 mm thick M-15 grade CC flooring Ferro Cement cover with frame of 450mm dia earthwork etc complete including disposal of surplus earth within 50 mtr lead as per design - Depth upto 15M Each 1378300

200

2756600

35

Construction of chamber in all type of soil with 300 mm thick masonry in CM 16 m10 cm thick CC 1510 in foundation 20mm thick insider plaster in Cm 16 finished with floating neat cement 50mm thick M-15 grade CC flooring earthwork etc complete as per design including disposal of surplus earth within a lead of 50 mtr- size 450 x 450mm depth upto 05 M Cement cover with frame Each 162100

200

324200

36

P amp F Sand ndashcast Floor Trap (Nahni) of (IS1729 mark) of approved qualitymake with socket down or hinged grating including cutting and making good the floor- 100 x 100mm Each 42100

1100

463100

37 Providing lead caulked joints to sand cast iron centrifugallly cast (spun) iron pipes and fittings of diametre

-

-

a 75mm dia 088 kg Pig lead Each 11300

2500

282500

b 100mm dia 098 kg Pig lead Each 12900

1500

193500

38

P amp F GI pipes (Internal Work) with GI Fittings excluding union (IS1239 Mark) amp MS clamps including cutting and making good the walls and floors B Class

-

-

Internal work- Concealed on wall

-

-

a 15mm nominal bore Metre 15700

1000

157000

b 20mm nominal bore Metre 19100

3000

573000

39 P amp F GI Pipes (External Work) with GI fittings excluding union (IS 1239 Mark) including trenching amp refilling earth etc B Class

-

-


3500

490000


1700

289000


12000

2712000

d 32mm dia Pipe Metre 26900

3500

941500

30

e 50mm dia Pipe Metre 39700

800

317600

40 Making connection of GI distribution branch with GI main including all fitting

-

-

a upto 25mm dia Each 19100

500

95500

b Beyond 25mm amp upto 100mm dia Each 33200

100

33200

41

Providing and fixing chlorinated poly vinyl chloride (CPVC) pipes hyaving thermal stability for hot ampcoldwater supply including all CPVC plain amp brass threaded fitting including fixing the pipewith clampsat 1 m spacing This includesjointing of pipes ampfittingwith one step CPVC solvent cement and cost ofcutting chases and making good the same including testing ofjoints complete as per direction of Engineer in Charge Concealed work including cutting chases and making good the walls etc

-

-

a 15mm nominal outer dia Pipes Metre 20500

1500

307500

b 20mm nominal outer dia Pipes Metre 23200

2000

464000

42 Providing amp fixing connection pipe with brass unions - 450mm length 15 mm nominal bore Each 10800

1000

108000

43 P amp F Gun-metal Full-way Valve (IS778 Mark) or wheel valve of approved make

-

-

a 25mm nominal bore Each 70200

200

140400

b 32mm nominal bore Each 87200

200

174400

c 40mm nominal bore Each 106200

200

212400

44 Providing and fixing Bitumen Paint Coating over GI Pipes Complete as per Specifications ndash

-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45

P amp F PVC Storage Tank ISI Marked (IS 12701) indicating the BIS license No) of approved make with cover 25mm dia 1M long GI over-flow pipe amp 25 Cm long wash out pipe with plug amp socket including making connection etc complete of approved design

a 1000 litres capacity Each 543700

200

1087400

Sub Total

30793700

31



Name of work Improvement of Sewage networking and Solid waste

around Brahma Temple Pushkar

(Based on Electrical BSR PWD 2013 Ajmer Circle )

PART - C- ELECTRICAL WORKS

SL

No Specification Unit

Rate Qty Amount 1 POINT WIRING

11

Wiring of twin control light point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make in surface recessed ISI marked medium duty PVC conduit amp its accessories round tles Hot Dipped Galvanized MS Modular box of 20 SWG with earth terminal6 A two way Modular switch Modular plate with grid plate screws making connections testing etc as required

Medium point (up to 6 mtr)

P point

612 32 19584

Long point (up to 10 mtr)

P point

857 42 35994

12

Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required

2 x 40 sqmm( Group 1 including labour rate) Mtr 5925 12 711

13

P amp F following size hot dip galvanized MS box of 20 SWG with earthing terminal in recess surface suitable for modular accessories as required

1-2 Module Each 47 30 1410

4 Module Each 61 24 1464

5-6 Module Each 89 18 1602

14

P amp F following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc as required

6 A one way switch Each 95 50 4750

6 A two way switch Each 112 25 2800


6 A 3 pin shuttered socket Each 123 7 861


32

32 Amp 2 Module switch With Indicator Each 288 2 576

15

P amp F ISI marked following semi modular accessories with decorative cover plate of approved colours including making connections testing est as required




16

PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required

Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB

6 A to 32 A rating Each 416 50 2080

17

PampF bus bar chamber housed in sheet metal box made out from 12 mm thick powder coated CRCA sheet front openable bus bar made out of aluminium or wrought aluminium alloy suitable for 100 amp Capacity bus bar fixed on porcelain insulators at approved spacing including making connections etc as required

450 mm long 2 strip Each 902 3 2706

2 FIXTURES AND ACCESSORIES

21 Installation testing amp commisioning of prewired

211

P amp F double ball bearing capacitor start aluminium body amp blade ceiling fan with down rod up to 30 cm with 3 x 15 sqmm pvc insulated flexible copper conductor making connection testing etc as required

Each

1200 mm sweep Each 14910 50 7455

22

P amp F of ventilating fans Capacitor start single phase with PVC impeller ABS body automatic openable louver shutter in existing opening including making connection testing etc as required

Each

200 mm sweep Each 14560 80 11648

23 SUPPLY OF LIGHT FIXTURES

24

P amp F industrial fluorescent tube fitting with reflector fabricated from CRCA sheet and finished with powder coating vitreous enamelled complete with accessories (Low Loss Copper Choke starter starter seat) Electronic Choke with terminal block duly prewired with copper conductor including making connection testing etc as required( without tube)

2 X 36 Watts with OCCB Each 1643 120 19716

33

TOTAL OF SOR ITEMS 11896300

34




(Based on Item Rate )

PART - D- NON SOR WORKS

SL No Specification Unit Rate to be

Quoted Qty Amount

1

Providing and fixing fine dressed sand stone Dasacoping as per existing matching fixing in grinded lime surkhi mortar 12 including pointing in cream and stone powder 11 with an admixture of pigment to match the shade of stone complete in all respect

(a) 75mm to 100mm thick plain with fine dressing Sqm 369

2

Providing and Fixing fine dressed kerb stone (Dand stone) of jodhpur sand stone of approved color shade along with path way gardeningtapperround with top edges and opening of size 150x750 for water outlet in cement mortar 12 including pointing with cement mortar 12 and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge

(a) Size 200 x450mm fine dressed Rmt 450

3

Providing and fixing fine dressed sand stoneapproved stone JALIas per existing matching geometrical design including moulding work with fine finishing fixing with thambli by proper adhesive and white cement with pigment including making groove etc complete in all respect

(a) 35mm thick Sqm 10

(b) 50mm thick Sqm 35

4

Providing and fixing fine dressed sand stone Cladding (Plain dressing only) as per existing matching fixing in grinded lime surkhi mortar 12 including pointing in cream and stone powder 11 with an admixture of pigment to match the shade of stone complete in all respect including removal of damaged cladding

(a) 50mm to 60mm thick Sqm 350

5

Providing amp fixing ornamental stone cladding of approved sand stone with dressing complete as per existing designpatternapproved designfixing with 30mm thickgrinded lime surkhi mortar 12 amp pointing with white cement with araldite and pigment to match shade the stone complete in all respect as per direction of Sqm 74

35

Engineer incharge(75mm thick)

6

Providing and fixing fine dressed sand stone flooring with white sand stone (Bansh paharpurdholpur stone) (panji marked surface) machine cut of approved shade set in pattern over 30mm thick base of lime surkhi mortar 12 including jointing finished flush with lime putty and stone powder with an admixture of pigment as per direction of Engineer incharge (75mm thick) Sqm 180

7

Providing amp fixing fine dressed machine cut sand stone Stone steps (Treads amp risers) with round nising as per existing matching fixing in lime surkhi mortar 12 including pointing in lime cream and stone dust 11 with an admixture (50mm to 60mm thick) Sqm 10

8

Providing amp fixing ashlar Rain water Spouts (3) lines dressed as per traditional practice existing design approved design size 60 x 30 x 25 cm fixing the rain water spout with lime surkhi mortar 12 with proper slope complete in all respect Each 13

9

Proving and fixing RCC drain covers casted with M-30 grade of concrete with Single layer of 8 mm diameter torr steel at 100 mm cc bws by vibro-compaction process using joint-less FRP moulds to achieve shuttering finish on five faces and gurmala finish on outer faces Size - 500x400x70 with 4 rectangular slots

Each 1250

10

Providing and fixing precase concrete drains Manufactured by M-30 grade of concrete by vibro compaction process using joint less FRP moulds with shuttering finish with Single layer of 8 mm dia torr steel at 100 mm cc bwsOverall dimentions -Width 300mm depth 300 mm length 500 mm 50 mm thickness

Each 610

11

Providing Fixing testing and commisioning of complete with all accessories -Outdoor Spotlight fixture made of Dia cast aluminum with translucent strengthen glass mounting in any orientation flange with integrated driver RS Series assures 82 lumen after 40000 hours Wattage 99W Rated Lumen 726 lm Lumen efficacy 733 lmW CRI85 Beam angle 31 CCT3000K IP67 rated Warranty Five years Product codeRS-ERS3140SB Make Endo or equivalant in make HavellsPhilips

Nos 156

12

Providing Fixing testing and commisioning of complete with all accessories - Moistureproof Down Light Outdoor rated of dia cast aluminum housing Wattage 61 W Rated Lumen 419 lm Lumen efficacy 686 lmW CRI85 Beam angle 33 CCT3000K IP44 rated Warranty

Nos 12

36

Five years Product codeRS3 -ERD2638W Make Endo or equivalant in make HavellsPhilips

13

Providing Fixing testing and commisioning of complete with all accessories -Flexible led strip with silicone encalsulated complete with aluminum profile with remote driver Wattage 95W CCT 3000K Warranty 3 years IP65 rated Make Endo or equivalant in make HavellsPhilips

Mtr 12

14

Providing Fixing testing and commisioning of complete with all accessories -Outdoor flood light fixture made of Dia cast aluminum mountable in any orientation rain proof with integrated driver RS Series assures 82 lumen after 40000 hours Wattage 601W Rated Lumen 5144 lm Lumen efficacy 855 lmW CRI85 Beam angle Horizontal Long light distribution CCT3000KIP65 rated Warranty Five years Product codeRS-ERS3416S -Make Endo equivalant in make HavellsPhilips

Nos 63

15

Providing fixing and installation of light pole of GI weather resistant multiple layer PU coated in specified color Base made of 8mm12 mm thick MS sheets with holes suitable for 16 mm foundation bolts Base designed such that the foundation bolts are not visibleDia varying from 114 mm to 140 mm at base to 60mm -90 mm at top Length 7 mtr with arms as per fixture specfications and drawings provided by the consultant

Nos 63

16

Providing and fixing of stone casings for spot lightsled strip lights of redyellow sandstone fine machine cut 30-40 mm thick as per approved shade set over 20mm (Av) thick base in CM 16 including pointing with cement mortar 12( 1 cement 2 stone dust)and add mixture of pigment to match the shade of stone with joint thickness up to 5 mm

Sqm 57

TOTAL OF DNON SOR WORKS

2

6 Development of camping ampconstruction of log huts at Naliasar Sambhar Jaipur

40000 800 5000- 1000- 18 months 26816 to 29916

29916

7 Solar street lighting at Naraina Sambhar Jaipur

1200 024 1000- 1000- 7 months 26816 to 29916

29916

8 Solar street lighting for approach road for Bi-cycle Track

7000 140 5000- 1000- 12 months 26816 to 29916

29916

The undersigned reserves full right to cancel all or any part of the NIT without assigning any reason Terms amp Conditions

1 The bid shall be in two part ie (A) Technical bid ( 2) Financial bid for item(A )serial no1 679 amp for item(B) serial no2

3456 and for rest items ie(A)23458101112amp(b)178 financial bids are acceptable The technical bids will first be

opened on due date ie 260916 amp 290916 as mentioned above at 400 PM In case of any holiday on the opening date

of the tender the same shall be opened on next working day on same time After scrutiny and declaration of

qualifiedsuccessful bidders the financial bids will be opened for which the successful bidders will be informed

2 The registration certificate in appropriate class amp trade Sales tax PAN NO EPF REGISTRATION NO service tax

registration copies are to be enclosed in technical bid

3 The Earnest money amp tender cost should be submitted in the name of General Manager-Works RTDC Ltd Jaipur and

e-processing fees in the name of MD RISL Jaipur in the form of Bank Demand Draft shall be deposited in person in

the office of Generam Manager-Works RTDC LtdJaipur upto 200 PM upto dated 2692016 amp 2992016

respectively and information thereof will also be given on website with tender document

4 The participants firms should have similar works experience of 13 value of the works as above in last five years

(including current year if opted by the bidder) and attested copies of certificate of satisfactorily completion of work

should also be given

5 The bidder must ensure that all the information required in the documents is furnished by him complete in all

respects He would not be allowed to withdraw any documents or to rectify any information after submitting the bid

6 The copy of balance sheet of the firm for last three years duly certified by CA showing turnover of the firm is to be

given










8 Computer Operator Computer section to upload the NITBID on website as mentioned above

(Madhav Sharma)

GENERAL MANAGER-WORKS

RTDC LTD JAIPUR

3



















RTDC LTD JAIPUR

4




SN
























5


(WORKS DIVISION)





Mirror


6

UNDERTAKING


Dear Sir







to execute the work

Yours Faithfully


7


(in words) Rs






RTDCLTD JAIPUR

8










































9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


3



















RTDC LTD JAIPUR

4




SN
























5


(WORKS DIVISION)





Mirror


6

UNDERTAKING


Dear Sir







to execute the work

Yours Faithfully


7


(in words) Rs






RTDCLTD JAIPUR

8










































9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


4




SN
























5


(WORKS DIVISION)





Mirror


6

UNDERTAKING


Dear Sir







to execute the work

Yours Faithfully


7


(in words) Rs






RTDCLTD JAIPUR

8










































9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


5


(WORKS DIVISION)





Mirror


6

UNDERTAKING


Dear Sir







to execute the work

Yours Faithfully


7


(in words) Rs






RTDCLTD JAIPUR

8










































9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


6

UNDERTAKING


Dear Sir







to execute the work

Yours Faithfully


7


(in words) Rs






RTDCLTD JAIPUR

8










































9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


7


(in words) Rs






RTDCLTD JAIPUR

8










































9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


8










































9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


9


Jaipur

























rate














10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


10



















work







































11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


11



22 Bid capacity































reservation




chart






















12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


12





















13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


13

SCHEDULE-I




3 Capital

(a) Authorised

(b) ii










a

b

c


(i)

(ii)

(iii)




undertaking








14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


14




SNo Na

me

of

wor

k

Place

amp

State

Tender

awardi

ng

Agency

Tender

ed Cost

Stipulate

d time of

Completi

on

Time in

which

complete

d

Date

of

comp

letion

Reason

for

Delay

Principal

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


15




SNo Name

of

work

Place

amp

State


Tender

Cost amp

Date

or

award

Stipulated

period of

Completion

Cost of

work

remaining

to be

executed

Antici

pated

Date

of

compl

eted

Estimate

d cost

(Rs In

Lakh)

Date

when

decisio

n

expecte

d

Stipulate

d Date

period of

Completi

on

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


16

SCHEDULE- IV





put on


(1)

(2)

(3)

(4)


(1)

(2)

(3)

(4)

C Master Craftsmen

(1)

(2)

(3)

(4)

D Craftsmen

(1)

(2)

(3)

(4)

E Any other (1)

(2)

(3)

(4)


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


17

SCHEDULE- V


S No



1 Lime mortar Mill


3 Movable Gantry

Crane etc


the purpose

5

6

7

8


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


18


(WORKS DIVISION)







19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


19





SCHEDULE -G

GENERAL ABSTRACT

SNO WORK AMOUNT


1146500180



30793700



11896300

4


GRAND TOTAL





Above below




20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


20







1



2



3


4


5


6




21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


21

8





10


11


12








16



17





19



22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


22


20


21



22



23


24




26




28


29


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


23

30



31


75mm thick Sqm 33800 51 17238

32


33



20mm thick Sqm 161 1250 201250




37


38


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


24

39




41



42





44


45



46



47



25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


25

48




50


51


6286500



4500

14355


2500

7775

53


Cum 108500 6000

65100

54


Sqm 1450 620 8990

Sub Total

1146500180

26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


26






SL No


1


400

1216800


400

180400


400

32000


400

97200


400

79600

6



-

-


400

810000

8


432

409968

9


300

775800

10


200

184400

11


400

461200


300

240900

27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


27

For 3 Urinal


300

114600


400

152800


400

1080000


800

408800


400

116800

18


400

419600


800

110400


-

-


200

106200


200

78200


-

-


1100

584100


1100

254100


400

84800


200

30200


200

153600


400

228800


400

726000

29


1600

691200

30


-

-


100

57800


6400

4256000

28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


28


-

-

Offset

-

-


100

37500


200

85000

Socket

-

-


100

14800


200

38600

DDoor Y-Tee

-

-


200

85800


200

125400

Cowel

-

-


500

102000


200

55000

Tee

-

-


1500

637500


800

340000

Bend

-

-


800

252000


500

157500

-

-

32


-

-


1200

398400


1800

680400


2600

1307800

29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


29

33


200

158400

34


200

2756600

35


200

324200

36


1100

463100


-

-


2500

282500


1500

193500

38


-

-


-

-


1000

157000


3000

573000


-

-


3500

490000


1700

289000


12000

2712000


3500

941500

30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


30


800

317600


-

-


500

95500


100

33200

41


-

-


1500

307500


2000

464000


1000

108000


-

-


200

140400


200

174400


200

212400


-

a 15 mm dia Rmt 120

1000

1200

b 20 mm dia Rmt 140

4700

6580

c 25 mm dia Rmt 190

12000

22800

d 40 mm dia Rmt 275

8000

22000

45



200

1087400

Sub Total

30793700

31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


31







SL



11



P point

612 32 19584


P point

857 42 35994

12



13


1-2 Module Each 47 30 1410


5-6 Module Each 89 18 1602

14







32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


32


15





16


Single pole MCB

6 A to 32 A rating Each 161 700 1127

Double pole MCB


17





211


Each

1200 mm sweep Each 14910 50 7455

22


Each

200 mm sweep Each 14560 80 11648


24



33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


33


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


34







Quoted Qty Amount

1



2



3




4



5


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


35


6


7


8


9


Each 1250

10


Each 610

11


Nos 156

12


Nos 12

36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


36


13


Mtr 12

14


Nos 63

15


Nos 63

16


Sqm 57


rajasthan tourism development corrporation, hotel swagatam campus, near railway...

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