RAJASTHAN TOURISM DEVELOPMENT CORRPORATION, HOTEL SWAGATAM CAMPUS, NEAR RAILWAY STATION, JAIPUR

PHONE NO. 5115780

E-TENDER NOTICE NO.02/2017-18 Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the works at Govind Dev ji Temple,

Jaipur, Nathdwara Rajsmand, Dholpur, Sawai-Madhopur, Udaipur and PRASAD YOJNA AJMER-PUSHKAR & SWADESH DARSHAN YOJNA AT

SAMBHAR region from the contractors registered with State Government, Government of India, Central/State Government undertaking in

appropriates class and trade as per the details given below.. The detailed information can be seen at website www.rtdc.tourism.

rajasthan.gov.in & sppp.rajasthan.gov.in . The tender documents can be downloaded to http://.eproc.rajasthan.gov.in till dated 17.07.2017

upto 1.00P.M. and should be deposited on line in electronic format upto 3.30 PM on dated 17.07.2017.

SN Name of work Approx.

Value

(Rs. in

lakhs)

Earnest

money

(in lacs.)

Tender

Cost

(in Rs.)

E-

Process

. Fees

(in Rs.)

Completio

n period

of work

Date of

selling

Upto

Date of

receipt

Krishna Circuit-Swadesh Darshan Yojna GOI Works

1 Various Development works at Shri Govind Dev ji Temple, Jaipur

1700.00 34.00 10000 1000 24 months 17.7.17 17.7.17

2 Various Development works at Shri Nathdwara ji (Rajsamand)

2350.00 47.00 10000 1000 24 months 17.7.17 17.7.17

3 Construction of State Institute of Hotel Management(SIHM) at Dholpur

1000.00 20.00 10000 1000 24 months 17.7.17 17.7.17

4 Construction of State Institute of Hotel Management(SIHM) at Sawai-Madhopur

1000.00 20.00 10000 1000 24 months 17.7.17 17.7.17

Mewar Complex State Plan Works –Phase-II.

5 Various Development works at Haldighati, (Mewar Complex Phase-II)

270.00 5.40 5000 1000 12 months 17.7.17 17.7.17

6 Various Development works at Gogunda (Mewar Complex Phase-II)

120.00 2.40 5000 1000 6 months 17.7.17 17.7.17

7 Various Development works at Dewair –Mewar Complex Phase-II)

100.00 2.00 5000 1000 6 months 17.7.17 17.7.17

8 Various Development works at Chapali (Mewar Complex-Phase-II)

37.00 0.74 1000 1000 6 months 17.7.17 17.7.17

9 Various Development works at Chavand Mewar Complex Phase-II

48.00 0.96 1000 1000 6 months 17.7.17 17.7.17

PRASAD YOJNA AJMER-PUSHKAR & SWADESH

DARSHAN YOJNA AT SAMBHAR

10 Street up gradation from Delhi Gate to Dargah

Street(Ajmer)

120.00 2.40 5000 1000/- 18 months 17.7.17 17.7.17

11 Solar street lighting at Naraina, Sambhar Jaipur 12.00 0.24 1000/- 1000/- 7 months 17.7.17 17.7.17

12 Solar street lighting for approach road for Bi-

cycle Track at Sambhar

70.00 1.40 1000/- 1000/- 12 months 17.7.17 17.7.17

13 Upgradation of Approach Road at Naliasar

Sambhar

195.00 3.90 5000/- 1000/- 18 Months 17.7.17 17.7.17

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

Terms & Conditions:

1. The bid shall be in two part i.e. (A) Technical bid ( 2) Financial bid. The technical bids will first be opened on due date i.e 17.7.17 as mentioned

above, at 4.00 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 qualified/successful bidders, the financial bids will be opened for which the successful bidders will be

informed.

2. The registration certificate in appropriate class & trade, Sales tax, PAN NO., EPF REGISTRATION NO., service tax registration copies are to be

enclosed in technical bid.

3. The Earnest money & tender cost should be submitted in the name of General Manager-Works, RTDC Ltd., Jaipur and e-processing fees in

the name of M.D., RISL, Jaipur in the form of Bank Demand Draft shall be deposited in person in the office of GeneraL Manager-Works,

R.T.D.C. Ltd.,Jaipur upto dated 17.7.17 upto 1.00 P.M. and information thereof will also be given on website with tender document.

4. 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.

(Madhav Sharma)

GENERAL MANAGER-WORKS

No.: Date:

Copy to following for information & n/a:-

1. P.S. to Director Tourism, Govt. of Rajasthan, Jaipur

2. P.S. to Managing Director, RTDC Ltd., Jaipur

3. E.O. to Executive Director (Finance), RTDC Ltd., Jaipur

4. P.A. to Executive Director, RTDC Ltd., Jaipur

5. Divisional Engineer, RTDC Ltd., Jaipur

6. Assistant Accounts Officer, Works Division, RTDC Ltd., Jaipur

7. Cashier, W.D., RTDC Ltd., Jaipur

8. Computer Operator, Computer section to upload the NIT/BID on website as mentioned above.

GENERAL MANAGER-WORKS,

RTDC LTD. JAIPUR

RAJASTHAN TOURISM DEVELOPMENT CORRPORATION,

HOTEL SWAGATAM CAMPUS, NEAR RAILWAY STATION, JAIPUR

PHONE NO. 5115780/2202586 FAX 0141-2201045/2204065

E-TENDER NOTICE NO. 02/2017-18

Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the works at

Govind Dev ji Temple, Jaipur, Nathdwara Rajsmand, Dholpur, Sawai-Madhopur and Udaipur region from the

contractors registered with State Government, Government of India, Central/State Government undertaking in

appropriates class and trade. The detailed information can be seen at website www.rtdc.tourism. rajasthan.gov.in &

sppp.rajasthan.gov.in . The tender documents can be downloaded to http://.eproc.rajasthan.gov.in till dated 17.7.17

upto 1.00P.M. and should be deposited on line in electronic format upto 3.30 PM on dated 17.7.17 . The undersigned

reserves full right to cancel all or any part of the NIT without assigning any reason.

(Madhav Sharma)

GENERAL MANAGER-WORKS,

RTDC LTD. JAIPUR

No.: Date:

Copy to following for information & n/a:-

1. P.S. to Director Tourism, Govt. of Rajasthan, Jaipur

2. P.S. to Managing Director, RTDC Ltd., Jaipur

3. E.O. to Executive Director (Finance), RTDC Ltd., Jaipur

4. P.A. to Executive Director, RTDC Ltd., Jaipur

5. Divisional Engineer, RTDC Ltd., Jaipur

6. Assistant Accounts Officer, Works Division, RTDC Ltd., Jaipur

7. Cashier, W.D., RTDC Ltd., Jaipur

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

Public Procurement Act -2013, in One leading regional daily news paper, One state level leading

daily news paper and one All India level daily news paper.

(Madhav Sharma)

GENERAL MANAGER-WORKS,

RTDC LTD. JAIPUR

RAJASTHAN TOURISM DEVELOPMENT CORRPORATION,

HOTEL SWAGATAM CAMPUS, NEAR RAILWAY STATION, JAIPUR PHONE NO. 5115780/2202586 FAX 0141-2201045/2204065

GENERAL TERMS & 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 & 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, EPF/ESI & 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 instructions/specifications issued by R.T.D.C. 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 Contractor’s 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 & Client Department Authority regarding collection/storage of material at site.

13 All service lines i.e. 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 repair by the contractor.

14. All finishing material shall be got approved by the Client/competent 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 client/department. 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 & any other tax/duty/cess 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 Photographs’ 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 & 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

RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED, JAIPUR (WORKS DIVISION)

TENDER DOCUMENT (Technical Bid)

E-Tender (NIT No.) 02/2017-18

Name of work:-

Restoration Conservation work

Signature of Contractor

UNDERTAKING

THE GENERAL MANAGER –WORKS, R.T.D.C.LTD., JAIPUR

Dear Sir,

Having examined and understood terms & conditions, the plans, specifications and Schedule

of Quantities for the work prepared by your Architects/ Engineers, I/We hereby offer to execute the

work at the rates which I/We have quoted for respective items specified. I/We herewith enclose

my/Our DD no----------------------dated---------------Name of bank--------------------------------------------------

---------for Rs. ......................................as earnest money for execution at my/our tendered rates.

In the event of this Tender being accepted I/We agree to enter into agreement as & when

required to execute the work.

Yours Faithfully

CONTRACTOR (Name & Full address with seal)

MEMORANDUM I/We 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. I/We have visited the site of work & I/We am/are fully aware of all the difficulties & conditions likely to effect carrying out of the work. I/We have fully acquainted myself/ourselves about the conditions in regard to accessibility of site and quarries/kilns, nature and the extent of ground, working conditions including stacking of material, installation of T&P, 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 Fixed Deposit 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 I/We 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 I/We fail to commence the work specified in the above memorandum or should I/We not furnish performance guarantee 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,

R.T.D.C.LTD., JAIPUR

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 & 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 PWF&AR, Govt. of Rajasthan to be

deducted from the bills, copies of the specifications, designs and drawing and estimated rates/scheduled 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 “G” Schedule are the architects estimated quantities for the work. The contractor/s

shall attach his/their OWN prices for the each item in column for rates left blank and shall money out the same in the final column

& totals. He/They 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 contractor/s shall be paid for the same at the rates tendered by him/them in the Schedule of Rates. The work as actually done

will be measured by the contractor's 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 S.D. as per PWF&AR. provisions.

Signature of Contractor

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 contractor/s is/are 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 contractor/s shall meet the Engineer in charge or his representative at the works site whenever required.

6. The contractor/s shall maintain and be represented on site at all times by a responsible and efficient Engineer/Architect 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 contractor/s 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 contractor/s.

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

estimated/scheduled 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 rate/rates 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.

Signature of Contractor

General Manager-Works,

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

works to the tune of at least 1/3rd of the estimated value of the work (published in NIT) during last five years (updated to current

price level @10.0% 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 & 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 P.W.D. 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, T&P 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 redone/replaced at contractor's 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 contractor's responsibility to get the drawings/ formwork and sample of individual items/elements 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 labour/factory

laws in force.

18. Security deposit will be recovered from each running bill of contractor as per provisions of PWF&AR. 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 Performa’s 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 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).

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 works (of a value at least 1/3rd 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 tenders/bids invited by this department –

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

For current year the price level shall be 1.0

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, JAIPUR’S right or the Bidder's 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 –

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

Architect's/Engineer 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.

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 bidder/contractor 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 (M.B.).

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 & after

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

Signature of Contractor

GENERAL MANAGER (WORKS)

SCHEDULE-I

FINANCIAL RESOURCES AND CAPABILITY

(PURSUANT TO CLAUSE 21) 1. Name of Applicant

2. Name of Partner/ Director

3. Capital

(a) Authorised

(b) ii

4. (a) WhetheCategory of Enlisted in Govt.

(b) Details of the work completed and applicant's performance record for last five years (information to be

furnished in Schedule II in India.

(c) Details of works in hand applicant's performance record for last five years (Information to be furnished in

Schedule-III)

5. Furnish Balance Sheet and profit and loss statement with auditor’s 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/ Department/Public 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)

Signature of Contractor

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

LAST FIVE YEARS IN INDIA

(Pursuant to Clause 21)

S.No. Na

me

of

wor

k

Place

&

State

Tender

awardi

ng

Agency

Tend

ered

Cost

Stipul

ated

time

of

Compl

etion

Time in

which

complet

ed

Date

of

com

pleti

on

Reaso

n for

Delay

Princip

al

feature

s of

work

done

Value of

work

done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year

Signature of Contractor

SCHEDULE-III WORKS TENDERED FOR & WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF APPLICATION IN

INDIA

(pursuant Clause 21)

S.No. Name

of

work

Place

&

State

Work on Hand Work tendered for

Tender

Cost &

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

Sti

pul

ate

d

Dat

e

per

iod

of

Co

mp

leti

on

Re

ma

rks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year

Signature of Contractor

SCHEDULE- IV

Details of Key Personnel intended to be employed for this work

(use separate sheet if necessary)

(Pursuant to clause 21)

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)

Signature of Contractor

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 T&P for

the purpose.

5.

6.

7.

8.

Signature of Contractor

RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED, JAIPUR

(WORKS DIVISION)

TENDER DOCUMENT (Financial Bid)

E-Tender (NIT No.) 02/2017-18

Name of work:-

Restoration Conservation work Stained Gss/Mirror

Signature of Contractor

S.No. Particulars Amount

1 Part -A Civil Work Based on PWD BSR 2014 9,27,93,082.18

2 Part -B Sanitary Work Based on PWD BSR 2014 14,22,028.00

3 Part -C Electrical Work based on Electrical BSR 2013 47,34,676.60

4 Part -D Electrical Work NON BSR -

Total

Signature of the Contractor General Manager Works,

with full address RTDC Ltd. Jaipur

Rajasthan.

Name of Work :- Construction of State Institute of Hotel Management Dholpur.

GENERAL ABSTRACT

Rajasthan Tourism Development Corporation Ltd. Jaipur .

Part -A Civil Work Based on PWD BSR 2014

S.no Item Unit Qty Rate Amount

1 Earth work in surface excavation not exceeding 30cm. in depth but

exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of

excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be

levelled and neatly dressed: All kinds of soil

Sqm 1,000.00 31.00 31,000.00

2 Earth work in excavation by mechanical means (Hydraulic Excavator )/

manual means in foundation trenches or drains (not exceeding 1.5 m in width

or 10 sum on plan) including dressing of sides and ramming of bottoms, lift

upto 1.5 m, including taking out the excavated soil and depositing and

refilling of jhiri with watering & ramming and disposal of surplus excavated

soil as directed with in a lead of 50 meter. All kinds of soils

Cum 4,500.00 155.00 6,97,500.00

3 Excavation work by mechanical means (Hydraulic excavator) / manual

means in foundation trenches or drains not exceeding 1.5 m in width or 10

sum on plan including dressing of sides and ramming of bottoms lift upto 1.5

m, including getting out the excavated soil and disposal of surplus

excavated soil as directed with a lead in a 50 meter including stacking of

useful material if available :

-

Ordinary rock Cum 2,000.00 233.00 4,66,000.00

4 Excavating trenches of required width for pipe cables, etc. including

excavation for sockets, and dressing of sides, ramming of bottoms, depth up

to 1.5 Mtr. including taking out the excavated soil, and then returning the soil

as required in layers not exceeding 20cm in depth including consolidating

each deposited layer by ramming, watering etc. and disposal of surplus

excavated soil as directed within a lead of 50 Mtr.:

All kinds of soil

-

Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. Mtr. 150.00 162.00 24,300.00

5 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 3,000.00 56.00 1,68,000.00

6 Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth upto 30 cm measured at a height of 1 m above

ground level and removal of rubbish upto a distance of 50 m outside the

periphery of the area cleared.

Sqm 5,000.00 3.75 18,750.00

7 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1%

concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per

IS 6313 part III as amended from time to time and creating a continuous

chemical barrier under and around the column pits, wall trenches, basement

excavation, top surface of plinth filling, junction of wall and floor along the

external perimeter of building expansion joints, over the top surface of

consolidated earth of which aproch is to be laid surrounding of pipes and

conduits etc. complete as per specification (Plinth floor area only shall be

measured for payment and excluding the cost of chemical emulsion)

Sqm 2,350.00 41.00 96,350.00

8 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.

-

M15 grade Nominal Mix

1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal

size).

Cum 250.00 4,003.75 10,00,937.50

M10 grade Nominal Mix

1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal

size).

Cum 650.00 3,331.25 21,65,312.50

9 Providing and laying in position specified grade of cement concrete for all

RCC structural elements upto plinth level including curing, compaction,

finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand)

and making good the joints and cost of plastizers( if required) excluding the

cost of centering, shuttering and reinforcement. M20 grade Nominal Mix /

Design Mix

Cum 1,500.00 4,112.00 61,68,000.00

Name of Work :- Construction of State Institute of Hotel Management , Dholpur.

S.no Item Unit Qty Rate Amount

10 Providing and laying in position specified grade of cement concrete for RCC

structural elements upto floor five level including curing, compaction,

finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand)

and making good the joints and cost of plastizers (if required ) excluding the

cost of centering, shuttering and reinforcement for Walls (any thickness)

including attached pilasters, buttresses, plinth and string courses,

fillets, columns, pillars, piers, abutments, posts and struts etc.

M20 grade Nominal Mix / Design Mix

Cum 1,000.00 5,102.00 51,02,000.00

11 Providing and laying in position specified grade of cement concrete for RCC

structural elements upto floor five level including curing, compaction,

finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand)

and making good the joints and cost of plastizers( if required) excluding the

cost of centering, shuttering and reinforcement for Beams, suspended

floors, roofs, griders having slopes up to 15º, landings, balconies,

shelves, chajjas, lintels, bands, plain windows sills, staircases and

spiral staircases etc.

M20 grade Nominal Mix / Design Mix

Cum 1,200.00 4,490.00 53,88,000.00

12 Add extra for providing richer mixes respectively at all floor levels - -

Providing M-25 grade concrete by using min 410 kg of cement per cum

instead of M-20 grade design mix.

Cum 675.00 60.00 40,500.00

13 Centering and Shuttering with plywood or steel sheets including strutting,

propping bracing both ways and removal of formwork for foundation ,

footings, strap beam, raft , bases of columns etc.

Sqm. 525.00 137.00 71,925.00

14 Centering & shuttering with plywood or steel sheets including strutting,

propping bracing both ways with steel props and removal of formwork for

upto floor five level for :

- -

Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers,

bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam,

plinth beam etc.

Sqm 3,500.00 295.00 10,32,500.00

Columns, pillars, posts and struts etc. Sqm. 1,500.00 325.00 4,87,500.00

15 Add extra for additional height in centring, shuttering where ever required

with adequate bracing, propping etc. including cost of de-shuttering and

decentring at all levels, over a height of 3.5 m, for every additional height of

1 metre or part thereof (Plan are is to be measured)

Sqm 1,250.00 148.00 1,85,000.00

16 Providing and fabricating reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and binding (including cost

of binding wire) all complete up to floor five level.

- -

Thermo-mechanically Treated bars (Conforming of relevent IS code) Kg. ######### 74.00 88,80,000.00

17 Brick work with F.P.S. bricks of class designation 75 in superstructure above

plinth level upto floor V level in all shapes and sizes in :

- -

Cement mortar 1 : 6 (1 cement : 6 coarse sand) Cum. 2,000.00 4,096.00 81,92,000.00

18 Half brick masonry in Superstructure , above plinth level upto floor V level

using bricks of designation 75

- -

Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm. 950.00 503.00 4,77,850.00

19 Random Rubble stone masonry for with hard stone in foundation and plinth

in Cement Sand mortar above 30 CM thick wall in:

- -

Cement Mortar 1:6 ( 1-Cement : 6-Sand). Cum. 2,500.00 2,458.00 61,45,000.00

20 Random Rubble stone masonry with hard stone in superstructure above

plinth level and upto five level above 30cm. thick walls in :

- -

Cement Mortar 1:6 ( 1-Cement : 6-Sand). Cum. 550.00 3,013.00 16,57,150.00

21 Add extra for Random Rubble stone masonry with hard stone in - -

Square or Rectangular pillars Cum. 50.00 150.00 7,500.00

22 Stone work (machine cut edges) for Wall cladding/ Veneering work up to

10m height with 20 to 30 mm thick Red Sand Stone (Karauli ) and backing

filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse

sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone

dust) with an admixture of pigment matching the stone shade :(To be

secured to the backing by means of cramps which shall be paid separately)

- -

Exposed face machine cut Sqm. 1,500.00 2,165.00 32,47,500.00

S.no Item Unit Qty Rate Amount

23 Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick

and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand)

including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust)

with an admixture of pigment matching the stone shade.

Sqm. 120.00 765.00 91,800.00

24 Providing dab stone over Chajjas duly fixed in cement sand mortar 1:6

complete :

- -

80mm thick. Sqm. 50.00 798.00 39,900.00

25 Supplying and fixing stone lintels/bed plates of approved quarry rough

dressed in cement mortar 1:4 :

- -

Upto 15 cm. thick. Cum 150.00 8,330.00 12,49,500.00

26 Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa

or coping, with full moulding if required laid on cement mortar 1:4 including

pointing with admixture of pigment matching with the stone shade.

- -

75 mm thick Sqm. 450.00 1,441.00 6,48,450.00

27 Providing and fixing Stone jali 50mm thick Red/Pink sand stone as per

ornamental design to fixed with white cement/epoxy mortar including

pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an

admixture of pigment, matching the stone shade.

Sqm. 100.00 7,631.00 7,63,100.00

28 Providing and fixing Red/Pink sand stone post (Mataga) having size

100x100mm heights 600 to 750 mm as per ornamental design such as

like flower octonogal head border etc. to fixed with white cement/epoxy

mortar including pointing in white cement mortar 1:2 (1 white cement : 2

stone dust) with an admixture of pigment, matching the stone shade.

Each 200.00 693.00 1,38,600.00

29 Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over

20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with

white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to

match the shade of the marble slab including grinding, rubbing and polishing

complete.

- -

Rajnagar 1st quality/Ageria with light spots. - -

Above 3601 Cm2 Slabs Sqm. 750.00 1,186.00 8,89,500.00

30 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 1:3 (1 cement : 3 coarse sand) jointing with

white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to

match the shade of the marble slab including grinding, rubbing and polishing

complete.

- -

Green / Black - -

Above 3601 Cm2 Slabs Sqm. 75.00 3,705.00 2,77,875.00

31 Extra for providing edge moulding to 15-18mm thick marble/ Granite stone

counters, Vanities etc. including machine polishing to edge to give high gloss

finish etc. complete as per design approved by Engineer-in-Charge.

- -

Marble work Metre 225.00 133.00 29,925.00

Granite Work Metre 25.00 212.00 5,300.00

32 Extra for fixing marble /granite stone over and above corresponding basic

item, in facia and drops of width upto 150 mm with epoxy resin based

adhesive including cleaning etc. complete

Metre 10.00 22.00 220.00

33 Extra for Mirror polishing on marble work where ever required to give high

gloss finish complete.

Sqm. 750.00 93.00 69,750.00

34 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 & IS :15622 of size 200mm x 300mm 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).

Sqm. 250.00 613.00 1,53,250.00

35 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm

confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory,

fume red brown, light green, light blue and other light shades in 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

(including the cost of cement mortar bed 1:4).

Sqm. 100.00 680.00 68,000.00

S.no Item Unit Qty Rate Amount

36 Extra for using Marble printed / Granite shade or dark shade tiles

instead of white, grey, ivory, fume red brown, light green, light blue

and other light shades in glazed tiles and MAT finished tiles.

Sqm 100.00 68.00 6,800.00

37 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps

etc.in different sizes (thickness to be specified by manufactuer) with water

absortion less than 0.08% and conforming to IS 15622 of approved make in

all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the

joints with white cement and matching pigment etc complete.

- -

size 600 mm X 600 mm Sqm 350.00 1,166.00 4,08,100.00

38 Providing & fixing door, window, chowkhats and other frames, including

antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with

M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15

grade :

- -

Ghana teak wood Grade - I. Cum 1.00 ########## 1,02,644.00

39 Providing and fixing fully panelled/partly panelled/ double leaf shutter frame

for doors as per approved design and drawings with approved ordinary C.P./

oxidised steel fittings as per Annexure - 'A' and width of styles & top rails of

100mm and lock rails width of 150mm and bottom rails of 200mm width

including teak wood beading of size 19mm x 12mm on both faces complete :

- -

35 mm thick - -

Ghana wood grade I Sqm 10.00 2,570.00 25,700.00

40 Providing and fixing fully panelled /partly panelled double leaf shutters frame

for windows and ventilators as per approved design and drawings with

approved steel fittings as per Annexure ‘A’ and width of styles, bottom and

top rails 75mm including intermediate rails 50mm wide, beading of 25mm x

15mm size on both faces :

- -

35 mm thick - -

Ghana wood grade I Sqm 10.00 2,295.00 22,950.00

41 Providing and fixing wood panelling or panelling and glazing in panelled or

panelled and glazed shutters for doors, windows and clerestory windows

(Area of opening for panel inserts excluding portion inside grooves or

rebates to be measured). Panelling for panelled and glazed shutter 25 mm

to 40 mm thick

- -

Wood panel grade I - -

Ghana wood grade I Sqm 10.00 2,077.00 20,770.00

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' :

- -

30 mm thick . - -

Commercial Veneer both side Sqm 40.00 1,535.00 61,400.00

43 Supply and fixing in cement mortar welded hand railing made out of MS

round or square bars, flats etc. for staircase or verandah as per design

complete in all respect (wooden or PVC hand railing to be paid extra) with

priming coat of red oxide.

Kg. 1,500.00 84.00 1,26,000.00

44 Providing and fixing steel gate, grating , and grills made of angles, tees,

square bars, flats,or black pipe with holdfast and fittings complete as per

design and drawing including cutting welding and fabrication with priming

coat of red oxide

Kg. 1,500.00 92.00 1,38,000.00

45 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate) finished with a floating coat of neat cement including cement

slurry, making of lines or groove etc complete but excluding the cost of

nosing of steps etc. complete.

- -

40mm thick with 20mm thick nominal size aggregate. Sqm 25.00 240.00 6,000.00

46 Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid

over and jointed with grey cement slurry mixed with pigment to match the

shade of the slab including rubbing and polishing complete with base of

cement mortar 1 : 4 (1 cement : 4 coarse sand)

- -

For area of each slab from 2001 to 5000 Sq.Cm Sqm 1,500.00 886.00 13,29,000.00

47 Fine grinded Gangsaw cut 30-35 mm thick stone flooring over 20 mm

(average) thick base of cement mortar 1:4 (1 cement :4 coarse sand) jointed

grey cement slurry mixed with pigment to match the shade of stone complete

as per design drawing and instruction of EI.

- -

Red sand stone (Karauli stone) Sqm 250.00 715.00 1,78,750.00

S.no Item Unit Qty Rate Amount

48 Providing and fixing of precast concrete interlocking blocks of M 30 grade

60mm thick manufactured from fully computerised automatic stationery

hydraullic vibropressed machine and fully computerised automatic batching

plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving

blocks be laid on average 50mm. thick bed of coarse sand and the joint is to

be filled with fine sand. Laying procedure on compacted sub-base as

defined. Complete job is to be executed as per the instruction of Engineer

incharge. The rates to be inclusive of all lead, Lifts and taxes. General

specification of blocks:

1) Shape as defined by Engineer incharge

2) Tensile splitting strength and braking load as per BS 6717:2001

3) Color: Grey cement natural colour

4) Variation in dimension: Less than 1.6mm.

5) Variation in thickness: Less than 3.2mm

6) Abrasion: As per BS: 6717:2001

SQM 1,500.00 456.00 6,84,000.00

49 Providing and laying at or near ground level factory made kerb stone of M-25

grade cement in position to the required line, level and curvature jointed with

cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with

without grooves (thickness of joints except at sharp curve shall not to more

than 5mm) including making drainage opening wherever required complete

including painting etc. as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for payment). (Precast C.C. kerb

stone shall be approved by Engineerin- charge).

Cum 750.00 5,416.00 40,62,000.00

50 Plaster on new surface on walls in cement sand mortar 1:6 including racking

of joint etc. complete fine finish :

- -

20mm thick. Sqm 7,500.00 128.00 9,60,000.00

51 Providing and applying white cement based putty over plastered surface to

prepare the surface even and smooth complete

Sqm 7,500.00 90.00 6,75,000.00

52 Providing and applying plaster of paris putty of 2 mm thickness over

plastered surface to prepare the surface even and smooth complete

Sqm 250.00 60.00 15,000.00

53 Wall painting with plastic emulsion paint of approved brand and manufacture

to give an even shade including all scaffolding:

- -

Two or more coats on new work including prepartion of base with primer,

putty, lippy etc complete in all respect.

Sqm 7,000.00 63.00 4,41,000.00

54 Painting with synthetic enamel paint of approved brand and manufacture to

give an even shade :

- -

Two or more coats on new work Sqm 200.00 55.00 11,000.00

55 Providing and laying water proofing treatment on roofs of slabs by applying

cement slurry mixed with water proofing cement compound consisting of

applying :

a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm

mixed with water proffing cement compound @ 0.253 kg/sqm.

b) laying second layer of Fiber glass cloth when the first layer is still green .

Overlaps of joints of fiber cloth should not be less than 10 cm .

c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289

kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and

coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours

followed by water curing for 48 hours. The entire treatment will be taken

upto 30cm on parapet wall and tucked into groove in parapet all around

d) fourth and final layer of brick tiling ‘with cement mortar or any other

approved protective coarse. (which will be paid for separately) For the

purpose of measurement the entire treated surface will be measured

Sqm. 2,500.00 338.00 8,45,000.00

S.no Item Unit Qty Rate Amount

56 Providing and fixing aluminum work for doors ,windows, ventilators and

partition with extruded built up standard tubular / appropriate Z sections and

other sections of approved make conforming to IS :733 and IS :1285, fixed

with rawl plugs and screws or with fixing clips ,or with expansion hold

fasteners including necessary filling up of gap. at junctions , at top ,bottom

and sides with required PVC/neoprene felt etc. Aluminium section shall be

smooth ,rust free, straight ,mitered and jointed mechanically wherever

required including cleat angle Aluminium snap beading for glazing /paneling ,

C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop

etc.,all complete as per architectural drawings and the directions of

Engineer- in – charge .(Glazing and paneling to be paid for separately).

- -

For fixed portion - -

Polyester Powder coating aluminum ( minimum thickness of powder coating

50 micron)

Kg. 1,200.00 365.00 4,38,000.00

For shutters builtup standard tubular sections of openable doors ,windows &

ventilators including providing & fixing hinges / rollers etc. and making

provision for fixing of fittings wherever required (lockes shall be paid for

separately).

- -

Polyester Powder coating aluminum ( minimum thickness of powder coating

50 micron)

Kg. 850.00 391.00 3,32,350.00

57 Providing and fixing glazing in aluminium door, window ,ventilator shutters

and partitions etc. with PVS / neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in-charge.(Cost of

aluminium snap beading shall be paid in basic item.)

- -

With float glass panes of 5.0 mm thickness ( weight not less than 13.50

kg/sqm)

Sqm 1,225.00 820.00 10,04,500.00

58 Providing and fixing double action hydraulic floor spring of approved brand

and manufacture IS : 6315 marked, for doors including cost of cutting floors

as required, embedding in floors and cover plates with brass pivot and single

piece M.S.

- -

With brass cover plate Each 25.00 1,796.00 44,900.00

59 Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame

& adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over

backer rod of approved quality as per architectural drawings and direction of

Engineer-in-charge complete.

Rm 75.00 72.00 5,400.00

60 Providing and fixing 100mm brass locks (best make of approved quality) for

aluminium doors including necessary cutting and making good etc. complete.

Each 20.00 298.00 5,960.00

61 Providing and fixing aluminium round shape handle of outer dia 100mm with

SS screws etc. Complete as per direction of Engineer-in-charge

- -

Polyester powder coated minimum thickness 50 micron aluminium . Each 40.00 68.00 2,720.00

62 S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the

aluminium window by Aluminium beading 20x3mm with suitable screws at

not exceeding 150mm distance at all heights with all lead and lift with

scafolding.

Sqm 100.00 727.00 72,700.00

63 Earthwork in excavation in ordinary rock, including stacking / disposal of

surplus material exclusive of compensation of earth (MoRTH specification :

clause 301 to 305).

By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with

disposal upto 1000 mtrs.

Cum 3,830.15 44.00 1,68,526.38

64 Earthwork in excavation for roadway in hard rock, including stacking /

disposal of surplus material exclusive of compensation of earth

(MoRTH specification : clause 301 to 305).

-

Requiring blasting Cum 20.00 155.00 3,100.00

65 Earthwork in excavation for roadway in soil, including stacking / disposal of

surplus material exclusive of compensation of earth

(MoRTH specification : clause 301 to 305).

By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with

disposal upto 1000 mtrs.

Cum 1,000.00 33.00 33,000.00

S.no Item Unit Qty Rate Amount

66 Construction of embankment with approved materials deposited at site from

roadway cutting and excavation from drain and foundation of other structures

graded and compacted by vibratory roller 8-10 tonne to meet requirement of

Tale 300-2 as per MoRTH specification : Clause No. 305

Cum 734.84 59.00 43,355.80

67 Construction of sub-grade and earthen shoulders with approved material

obtained from borrow-pits with all lifts and leads, transporting to site,

spreading, grading to require slope and compacted by vibratory roller 8-10

tonne to meet requirement of Table 300-2 as per MoRTH specification :

Clause No. 305.

Cum 500.00 122.00 61,000.00

68 Providing, laying, spreading and compacting of granular sub-base by

providing close graded material (Table 400-1), spreading in uniform layers

with motor grader on prepared surface, mixing by mix in place method with

rotavator at OMC, and compacting with vibratory roller to achieve the desired

density, complete as per MoRT&H specification clause - 401 including all

material, labour, machinery,

lighting, guarding and maintenance of diversion.

Grading - I Material Cum 367.42 500.00 1,83,711.00

69 Providing and Laying cement concrete 1:4:8 in sub-base over a prepared

sub-grade with coarse and fine aggregate conforming to IS:383, the size of

coarse aggregate not exceeding 25mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per Table 600-1,

cement content not to be less than 150 kg/cum, optimum moisture content to

be determined during trail length construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in a batching plant, transported to site,

laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory

roller, finishing and curing as per MoRTH specification : Clause No. 601,

112.

Cum 2,500.00 2,574.00 64,35,000.00

70 Providing and Laying un-reinforced, dowel jointed, plain cement concrete M-

20 pavement over a prepared sub-base with 43 grade cement @ 400 kg per

cum, coarse and fine aggregate conforming to IS:383, maximum size of

coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant

as per approved mix design, transported to site, laid with a fixed form or slip

form paver, spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump

as approved, curing compound, finishing to lines and grades as per drawing

as per MoRTH Specification : Clause No. 602, 112

Using cement concrete M-30 Grade Cum 3,000.00 5,888.00 1,76,64,000.00

Total 9,27,93,082.18

S. NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT

1 P & F Indian type white glazed vitreus chine 1st quality W.C. Orissa pan (I.S. :

2556 Mark) with 100mm vitreous chia P or S trap including cutting and making

good the wall and floor.

Size 530 X 410mm. Each 16.00 1,945.00 31,120.00

2 P & F WVC Foot-rest (IS : 2556 Mark) including cutting and making good the

floor size.

- -

250 X 125 X 25mm. Each 16.00 169.00 2,704.00

3 P & F European type white glazed vitreous china 1st quality W.C. (I.S. : 2556

Mark) including cutting and making good the wall and floor.

- -

Wall mounting (extended) Each 14.00 2,733.00 38,262.00

4 P & F water closet Seat Covers with brass hinges complete : - -

Solid PVC (ISI Marked) grade-I White for EWC. Each 14.00 353.00 4,942.00

P & F C.P. lugs for toilet seat cover. Pair 14.00 72.00 1,008.00

5 P & F Low level flushing cistern of 10 litres capacity (IS :2556 mark) of approved

make with complete fittings, C.I. brackets duly painted, brass ball cock with ball,

(IS : 1703 mark) complete including cutting and making good the wall :

- -

WVC with C.P. brass bend. Each 30.00 1,910.00 57,300.00

6 P & F Automatic Flushing Cistern of First quality ( IS : 774 Mark) of approved

make fitting, syphon with copper tube, C.I. brackets complete including cutting

and making good the wall: WVC (as per IS : 2556) 10 litres.

Each 8.00 988.00 7,904.00

7 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe,

dome waste couplings, concealed iron brackets or screws etc complete.

- -

Flat Back (large) or half stall size 610x400x80mm. Each 20.00 3,372.00 67,440.00

8 P&F Marble Urinal Partition slab both sides polished of approved design cut from

marble size 900x600mm.

- -

Makrana II quality marble having light spots. Each 18.00 839.00 15,102.00

9 P & F Looking Mirrors with P.V.C. frame of approved make as per direction of

Engineer-in-charge

- -

Size 500x400mm Sqm. 20.00 266.00 5,320.00

10 P & F C.P. brass Urinal Spreader for stall urinal of approved make. Each 20.00 275.00 5,500.00

11 P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I.

brackets duly painted, 1 No. 15 mm C.P. Pillar cock ( I.S. : 8934 mark) & 32mm

C.P. brass waste coupling of approved make, 25mm G.I. waste pipe complete

including cutting & making good the wall :

- -

630 mm X 500 mm dia for counter top. Each 34.00 2,956.00 1,00,504.00

12 P & F Bottle Trap of approved make : - -

C.P. Brass 32mm. Each 30.00 425.00 12,750.00

13 P & F Waste Coupling with fittings of approved quality make : - -

C.P. Brass 32mm. Dia. Each 30.00 108.00 3,240.00

14 P & F Waste Pipe with all fittings. - -

P.V.C. with C.P. nut 32mm Each 30.00 132.00 3,960.00

15 P & F Toilet Shelf of approved quality/make : - -

Acrylic shelf on C.P. brass casted brackets & guard rail of Commander

equivalent make size 550 X 125 mm.

Each 14.00 755.00 10,570.00

16 P & F Towel Rail or Ring of approved quality/make : - -

C.P. brass Towel rail elbow type with concealed scrwes size 450mm (Heavy

duty.)

Each 14.00 340.00 4,760.00

17 P & F Grating of approved quality/make : - -

Stainless steel sheet size 125mm dia. Heavy Quality of approved make. Each 30.00 70.00 2,100.00

18 P & F Liquid Soap Container with brackets complete of approved make : - -

C.P. brass Each 12.00 160.00 1,920.00

19 P & F Toilet Paper Holder with rod of approved quality/make. - -

C.P. brass Each 14.00 150.00 2,100.00

20 P & F Soap dish or Tray of approved quality/make - -

C.P. brass heavy & Superior quality. Each 12.00 105.00 1,260.00

21 P & F jet spray for water closet with C.P. Copper Tube flange of approved make. Each 14.00 266.00 3,724.00

22 P & F G.I. pipes (internal work) with G.I. fittings (IS : 1239 Mark) & MS clamps,

including cutting and making good the walls and floors :

- -

Concealed pipe in wall including with anticorrosive bitumen paint. - -

15 mm dia nominal bore 'B' Class Rmt 280.00 176.00 49,280.00

23 P & F G.I. pipes (External work) with G.I. fittings (IS : 1239 mark) including

trenching & refilling earth etc.

- -

15mm dia nominal bore 'B' Class Rmt 120.00 137.00 16,440.00

25mm (-do-) 'B' Class Rmt 120.00 217.00 26,040.00

32mm (-do-) 'B' Class Rmt 120.00 270.00 32,400.00

24 Making connection of G.I. distribution branch with G.I. main including all fittings. - -

Upto 25mm dia Each 12.00 230.00 2,760.00

Beyond 25 mm & upto 100 mm dia. Each 12.00 338.00 4,056.00

Name of Work :- Construction of State Institute of Hotel Management , Dholpur.

PART B SANITARY WORK

S. NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT

25 Fixing water meter (IS : 779 mark) and stop cock in G.I. pipe line including

making chamber of approved size excluding cost of water meter & stop cock.

Each 8.00 267.00 2,136.00

- -

26 P & F water meter (IS : 779 mark) of approved make. - -

15mm dia. Each 8.00 863.00 6,904.00

27 P & F Pillar cocks (IS : 8934 mark) of superior quality and approved make : - -

C.P. Pillar cock 15 mm dia. Each 16.00 708.00 11,328.00

28 P & F inlet connection (angle, valves) superior quality of approved make C.P.

inlet connection with 37mm long pipe & nuts.

Each 40.00 828.00 33,120.00

29 P&F bib cocks (IS : 8931 mark) superior quality of approved make C.P. brass bib

cock 15mm dia.

Each 30.00 536.00 16,080.00

30 P&F Mixing range (15mm) C.P. one hole/close hole basin mixer with casted

spout.

Each 12.00 1,986.00 23,832.00

31 P&F stop cock (IS : 8931 mark) superior quality of approved make, C.P. brass

concealed stop cock 15mm dia.

Each 30.00 657.00 19,710.00

32 P&F full-way valve (IS : 778 mark) or wheel valve of approved make, Gun metal

15mm.

Each 16.00 277.00 4,432.00

33 P&F full-way valve (IS : 778 mark) or wheel valve of approved make, Gun metal

25mm.

Each 16.00 481.00 7,696.00

34 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality

/make including joining the pipe with solvent cement rubber ring and lubricant.

- -

110 mm dia P.RM 160.00 188.00 30,080.00

75 mm dia P.RM 180.00 119.00 21,420.00

35 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including

joining the pipe with solvent cement rubber ring and lubricant:

- -

(a) 110 mm dia bend Each 30.00 112.00 3,360.00

(b) Plain tee 110mm dia Each 30.00 131.00 3,930.00

(c) socket 110mm dia 87.50 Each 30.00 75.00 2,250.00

(d) socket 75mm dia Each 30.00 61.00 1,830.00

(e) Bend 75mm dia 87.50 Each 36.00 68.00 2,448.00

(f) Cowel 110mm dia Each 36.00 39.00 1,404.00

(g) Cowel 75mm dia Each 36.00 30.00 1,080.00

(h) 110mm dia door tee Each 30.00 145.00 4,350.00

(j) 75mm dia with door tee Each 30.00 124.00 3,720.00

36 P&F square mouth gully trap 'A' grade (IS: marked) of approved make complete

with C.I. grating frame & Cover masonry chamber in CM 1:6, 100mm thick C.C.

M-15 grade coping, 12mm thick as per approved design & type Trap size 150 X

100mm 7.2 kg. CI cover with frame internal chamber size 300mm X 300mm.

Each 16.00 996.00 15,936.00

37 Construction of Septic Tank in all types of soil with 40 cm. thick masonry in CM 1

: 6, 15 Cm. thick C.C. bed of 1 : 5 : 10, M-15 grade C.C. flooring & over stone

slab covering, 80mm thick slab, jointing of slab in CM 1 : 3 Ralthal, Kharanja, 50

mm thick stone partition walls, 20mm thick plaster in CM 1 : 6 finished with neat

floating cement, 4 Nos. C.I. foot rests of approved design, two No. 450mm dia 25

Kg. each C.I. cover with frame, earth work etc. complete as per approved

drawing including disposal of surplus earth within a lead of 50 mtr.:-

- -

Size 400 X 140 X 150 cm. (for 50 users) Each 4.00 45,067.00 1,80,268.00

38 Construction of Soakage well in all types of soil 300 mm thick dry stone masonry,

top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab

in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring, earthwork

including disposal of earth within a lead of 50 mtr :

- -

Size 300 Cm. dia outside & 300 cm. depth. Each 4.00 18,997.00 75,988.00

39 Construction of Manhole in all types of soil inner size 90 X 60 cm. with 300mm

thick masonry in CM 1 : 6, 10 cm. thick cement concrete 1 : 5 : 10 in foundation,

20mm thick inside plaster in CM 1 : 6, finished with floating neat cement, 50mm

thick M-15 grade C.C. flooring making channels, 80mm thick stone slab covering

with 40mm thick M-15 grade C.C. flooring, 25 Kg. CI cover with frame of 450mm

dia, earthwork etc. complete as per design including disposal of surplus earth

within 50 mtr. lead.

- -

Depth upto 0.5 M Each 8.00 4,320.00 34,560.00

40 Construction of Manhole in all types of soil inner size 90 X 60 cm. with 300mm

thick masonry in CM 1 : 6, 10 cm. thick cement concrete 1 : 5 : 10 in foundation,

20mm thick inside plaster in CM 1 : 6, finished with floating neat cement, 50mm

thick M-15 grade C.C. flooring making channels, 80mm thick stone slab covering

with 40mm thick M-15 grade C.C. flooring, 25 Kg. CI cover with frame of 450mm

dia, earthwork etc. complete as per design including disposal of surplus earth

within 50 mtr. lead.

- -

Depth 0.5 to 1.0 M Each 6.00 4,750.00 28,500.00

S. NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT

41 Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of

approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation &

refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing

of joints etc, complete.150mm dia

RM 320.00 369.00 1,18,080.00

42 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around

S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in

Cm+30 Cm.)( Excluding cost of pipe)150mm dia

RM 320.00 485.00 1,55,200.00

43 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto

haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of

pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe

to `0` at top of pipe. (Excluding cost of pipe)

RM 320.00 306.00 97,920.00

TOTAL 14,22,028.00

S.NO Description Unit QTY. Rate AMOUNT

Part -C Electrical Work based on Electrical BSR 2013

1 S&F following sizes (dia.) of ISI marked medium duty

PVC conduit along with accessories in surface /

recessed using saddles, clamps, fastener as required

including cutting the wall, covering conduit and making

good the same as required.

20 mm R. mtr. 1000 32.0 32000

25 mm R. mtr. 1800 42.0 75600

32 mm R. mtr. 600 65.0 39000

2 Wiring of light point/ fan point/ exhaust fan point/ call

bell point with 1.5 sq. mm nominal size FR PVC

insulated unsheathed flexible copper conductor 1.1 kV

grade and 1.5 sq. mm nominal size FR PVC insulated

unsheathed flexible copper earth conductor 1.1 kV

grade (IS:694) of approved make in surface / recessed

ISI marked medium duty PVC conduit & it's accessories,

round tiles,Hot Dipped Galvanized Modular Box with

earth terminal, 6 A Modular switch,Modular plate with

grid plate, screws, making connections, testing etc. as

required.

Short point (up to 3 mtr.) P. point 250 260 65000

Medium point (up to 6 mtr.) P. point 250 377 94250

Long point (up to 10 mtr..) P. point 75 508 38100

3 Wiring of twin control light point with 1.5 sq. mm

nominal size FR PVC insulated unsheathed flexible

copper conductor 1.1 kV grade and 1.5 sq. mm

nominal size FR PVC insulated unsheathed flexible

copper earth conductor 1.1 kV grade (IS:694) of

approved make in surface / recessed ISI marked

medium duty PVC conduit & it's accessories, round tles,

Hot Dipped Galvanized M.S Modular box of 20 SWG

with earth terminal,6 A two way Modular switch,

Modular plate with grid plate, screws, making

connections, testing etc. as required.

Long point (up to 10 mtr..) P. point 8 514.0 4112

Name of Work :- Construction of State Institute of Hotel Management

Dholpur.

S.NO Description Unit QTY. Rate AMOUNT

4 Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm

nominal size FR PVC insulated unsheathed flexible

copper conductor 1.1 kV grade and 1.5 sq. mm

nominal size FR PVC insulated unsheathed flexible

copper earth conductor 1.1 kV grade(IS:694) of

approved make in surface / recessed ISI marked

medium duty PVC conduit & it's accessories, Hot

Dipped Galvanized M.S Modular box of 20 SWG with

earth terminal, 6 A modular switch, 6 A modular

socket, Modular plate with grid plate, screws, making

connections, testing etc. as required.

On board P. point 40 244.0 9760

Short point (up to 3 mtr.) P. point 20 339.0 6780

Long point (up to 10 mtr..) P. point 20 571.0 11420

5 Supplying and drawing FR PVC insulated & unsheathed

flexible copper conductor ISI marked (IS:694) of 1.1 kV

grade and approved make in existing surface or

recessed conduit/casing capping including making

connections etc. as required.

3x 1.5 sq.mm Mtr. 950 40.0 38000

2 x 2.5 sq. mm. + 1x1.5sqmm Mtr. 3000 53.0 159000

2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. Mtr. 2500 77.0 192500

2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. Mtr. 850 109.0 92650

4 x 10.0 sq.mm Mtr. 300 305.0 91500

6 Supplying and fixing of power plug point accessories on

18 SWG metal box of size 175 x 100 x 60 mm. on

surface or in recessed with suitable size phenolic

laminated sheet cover including cost of 6 pin 16 amp.

Switch and socket outlet , making connection , testing ,

etc. as required.

Each 100 235.0 23500

7 P&F 240/415 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 board/sheets including making

connections, testing etc. as required.

6 A to 32 A rating Each 150 151.0 22650

Double pole MCB

6 A to 32 A rating Each 15 401.0 6015

Four pole MCB

40 A 63 A rating Each 20 1378.0 27560

Triple pole MCB

40 A 63 A rating Each 15 1034.0 15510

P&F of RCBO with overload, short-circuit and earth

leakage protection ISI marked (IS12640)/ conforming to

IEC 61009/1 complete in all respect including making

connections, testing etc. as required.

S.NO Description Unit QTY. Rate AMOUNT

Two pole 30 mA sensitivity

40 A rating Each 25 2126.0 53150

8 P&F Recessed/ Surface mounting heavy duty horizontal

type sheet steel Distribution board phophatised/

powder painted complete with suitable rating insulated

copper bus bar, shorting link , neutral link, earth link

and din bar,masking sheet, conforming to IS13032 &

IS8623 including making internal DB terminations with

copper lugs , testing etc. as required.

Double door (Three phase)

4 Way Each 15 1820.0 27300

Single door (single phase)

4 Way Each 8 444.0 3552

9 P&F recessed/ surface mounting heavy duty Vertical

type 16 SWG sheet steel Distribution board with

provision of incomer suitable for MCCB and SP / TP

MCB as outgoing , phophatised ,powder painted

complete with insulated suitable rating copper bus bar

, neutral link, earth link and din bar, masking sheet &

conforming to IS13032 & IS8623 including making

internal DB terminations with copper lugs , testing etc.

as required.Single door with Provision of Incomer MCCB 100/ 125 A

Rating

6 Way Each 8 4350.0 34800

10 P&F metal clad industrial plug top & socket unit with

pin and sleeve type contact on porcelain/ bakelite base

in sheet steel enclosure (without MCB) including

making connections, testing etc.as required

Three / Four pole (Five pin)

63 A Each 14 5434.0 76076

11 P & F socket size flush type 120/280 watt rotary 5 step

fan regulator including making connection testing etc.

as required.Each 75 210.0 15750

12 SITC of quick make and quick break 4 POLE current

limiting MCCB having following current rating, short

circuit breaking capacity at 440/415 V, 50 Hz; O/L &

S/C settings and conforming to IS 60947-2 / IEC 60947-

2 with front face and centralised adjustable, line load

interchangeability, having positive isolation capability,

provision for UVR , shunt trip ,earth fault trip, push (

test ) to trip , including making connections with lugs &

spreaders, etc. as required.

With Thermal Magnetic release

S.NO Description Unit QTY. Rate AMOUNT

up to 100 Amp , 25 kA, adjustable O/L & fixed S/C

setting, Ics = 100 % IcuEach 10 6341.0 63410

With Microprocessor based release

250 Amp , 35 kA, adjustable O/L & Adjustable S/C

setting, Ics = 100 % IcuEach 3 27286.0 81858

13 P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed

cable of 1.1 KV grade with aluminium conductor of

IS:1554 P-I / IS :7098 P - I of Group 1 of approved make

in ground as per IS:1255 including excavation of

30cmx75cm size trench, 25 cm thick under layer of

sand,IInd class bricks covering, refilling

earth,compaction of earth, making necessary

connection, testing etc. as required of size.

50.0 Sq.mm

3.5 core Mtr. 500 299.0 149500

6.0 Sq.mm

2 core Mtr. 750 124.0 93000

10.0 Sq.mm

4 core Mtr. 500 170.0 85000

14 Plate Earthing as per IS:3043 with G.I. Earth plate of

size 600mm x 600mm x 6.0mm by embodying 3 to 4

mtr. below the ground level with 25 mm dia. G.I. 'B'

class watering Pipe including all accessories like nut,

bolts, reducer ,nipple, wire meshed funnel, and C.C.

finished chamber covered with hinged type with

locking arrangement C.I. Cover, C.I. Frame of

size300mm x 300mm complete with alternate layers of

salt and coke/charcoal, testing of earth resistance as

required.

Set 10 4250.0 42500

15 S & Laying following size earth wire/strip in horizontal

or vertical run in ground/surface/recess including

riveting, soldering, saddles, making connection etc. as

required.

25mm x 6mm G.I. ( Hot Dipped ) Strip Mtr. 250 110.0 27500

10 SWG copper. Wire Mtr. 200 46.0 9200

16 P & F Star rated double ball bearing capacitor start,

aluminium body & blade ceiling fan with down rod up

to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible

copper conductor making connection testing etc. as

required.

1200 mm Sweep 5 Star rated Each 50 1896.0 94800

17 P & F 18 swg M.S. Recessed fan box, hexagonal/ round

of size 130 mm dia, depth 75mm, 12 mm dia rod fan

hook with 100 mm length extended on each side .Each 50 95.0 4750

S.NO Description Unit QTY. Rate AMOUNT

18 P&F of Heavy duty capacitor start, Double ball bearing

900/1400 RPM single phase ISI marked Exhaust

fan,IS:2312 marked in existing opening including

making connections testing etc. as required.

380 mm sweep(900/1400 RPM) Each 16 3700.0 59200

19 P & F of Gravity Louver shutter of superior quality

made out of PVC including cost of nuts, bolts, etc as

reqd.

Up to 380 mm size Each 16 169.0 2704

20 P & F of IP20 LED Recessed / Surface Mounted, Round

/ Sqaure Non-Dimmable Downlight with die-cast

aluminum housing & Heat Sink for heat dissipation,

high purity reflector with external driver having

efficiency > 85% and in compliance to IEC standards.

Power Consumption of ≤ 7W/ 10W / 15W / 18W with ~

500 / 750 / 1100 / 1250 lumens, System Lumen efficacy

of 70 lm / watt output suitable to replace 1x18W /

2x18W / 2x 26W CFL Downlights, life time of 50000

Burning Hours with 70% of intial Lumen maintaned.

CCT 3000°K , 4000°K & 6000°K. Fixture shall be CE

compliance.A 1

Surface Mounting

LED Downlight 18/20W Each 10 2200.0 22000

21 Supply , Drawing and Testing of 4 pair, 24 AWG UTP Cat

6 Cable as per latest ammendments of TIA /EIA 568 B.2-

1 Specifications in existing MS/PVC Conduits including

making connections to Information outlets and Patch

Panels with ferruling at both ends for identification

with necessary tools for punching, stripping, crimping

and testing required

Mtr. 250 36.0 9000

22 Supply and Installation of Information outlets made of

high impact plastic body ABS FR Grade with spring

loaded collapsible shutters in jack Recess, suitable for

Cat 6 application complying to latest ammendments

EIA/ TIA 568 B.2-1 Specifications in existing modular

/MS Boxes along with necessory connections as

required

Each 4 380.0 1520

23 Supply & fixing of Faceplate for Flush / Surface Mount

Information Outlets Single Aperture with screw hole

covers & Icon Tree Size 86mmX86mm

Single Aperture Each 4 98.4 393.6

S.NO Description Unit QTY. Rate AMOUNT

24 Supply , Installation, Testing and Comissioning of Rack

mounted 19", Cat 6 UTP,1.5-1.6 MM CRS chasis ,

powder coated Modular Patch Panels with collapsible

shutters on jacks to support latest ammendments of

TIA / EIA Cat 6 Specifications in Existing Communication

Rack along with necessary connections of Cat 6 UTP

Cables, With Rear Cable management trays and clamps.

12 Ports Each 1 5400.0 5400

25 Supply ,Installation and Testing of 19 " Rack mounted/

surface mounted aluminium / CRS powder coated

multimode glass Fiber Optic Cable Patch panel / LIU

along with cable manager, adapters for ST II/ SC/LC/MT-

RJ/PC

24 Ports Each 1 11200.0 11200

26 Supply , Installation, Testing and Comissioning of Wall

mounted Communication rack with glass doors,

handles ,lock , Top and Bottom Cable entries, Supports

for mounting rack on wall , Cable managers, one Fan,

Equipment mounting hardware, power supply box for

supplying power to switches, fans etc along with earth

continuity kit, Mcb, indicator, moulded power supply

cable12 U(44 mm ) wall mounted Each 1 12500.0 12500

27 SITC of Managed Layer-2 Intelligent Ethernet Switch

providing 24 x 10/100/1000 Fast Ethernet ports and

with min 4 SFP Giga Ports (provision for Fiber Giga

connectivity) with provision of minimum Stacking of 06

Switches with related LAN Base Software

Each 1 130000.0 130000

28 P & F IP-66 protected LED street light luminaire on

existing bracket. Fixture made from powder coated

single piece pressure die cast aluminium housing with

Heat dissipation fins on housing with High Power LEDs

of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser /

Glass cover for ensuring IP65 protection for Lamp &

control gear compartment, System Lumen output of

4000 High Power LED. Integrated Driver shall be high

efficiency having efficiency > 85% and in compliance to

IEC standards System life of 25,000 Burning Hours with

70% of initial Lumens maintained. Fixture shall be in CE

Compliance. Group A-1

IP - 66 Protected LED Street Light Luminaire

LED Street Light fixture 30-40 Watt Each 10 8000.0 80000

S.NO Description Unit QTY. Rate AMOUNT

29 Supply and erection of GI Octagonal / Conical pole of

following length and dimension as per table E-10 with

base plate on the cement concrete foundation of M-20

grade (1:1.5:3) with the help of anchor bolts of grade

6.8 (IS: 1367 P III ). The pole shall have a weatherproof

flush door and locking arrangements. The complete

work shall be supervised and certified by the

manufacturers for satisfactory supply, erection, testing

and commissioning.

Octagonal MS Poles made of S-355JO grade steel sheet

, folded lengthwise to obtained Octagonal shape,

having single longitudinal seam weld and hot dipped

galvanised internally & externally in accordance with IS

2629. (See Table E - 10 for specs.)

7 Mtr. Each 10 11800.0 118000

30 P & F of IP65 IK10 protected LED Bollard fixture with

extrusion aluminium housing, LED 8W - 12W, 220V-

240V, 50Hz LEDs with available in quick connecting

cable coupled with various mounting accessories.

Driver shall be high efficiency having efficiency > 85%

and in compliance to IEC standards (Integral with light

fixture). system life of 25000 Burning Hours with 70%

of initial Lumens maintained. Light output in Cool

white or Warm White Colour as per engineers choice.

Fixtures shall be CE compliance.

0.8 mtr high bollard Each 52 6000.0 312000

31 P & F of IP 65 / IP66 protected High Power LED Flood

Light system with extruded aluminium housing,

toughened glass diffuser with suitable lenses on LED to

acheive various beam angles, 240V, 50Hz - High Power

LED lamps supplied with pre-wired cable of 1 mtr.

Integrated Driver shall be high efficiency having

efficiency > 85% and in compliance to IEC

standards.System life of 25,000 Burning Hours with

70% of initial Lumens maintained. Light output in Cool

white or Warm White Colour as per engineers choice.

Fixtures shall be CE and compliance

High Power LED Flood Light 90W Each 6 16500.0 99000

High Power LED Flood Light 40W Each 20 7500.0 150000

32 P & F of IP20 LED batten type light fixture made from

CRCA sheet steel housing suitable for moutning LED

tube system (integral driver), Power Consumption of

18W / 36W 1500-3000 lumens, system lumen

efficiency 80 lm/Watt output, life time of 50,000

burning hours with 70% initial lumen maintained. CCT

3000°K, 4000°K & 6000°K..

S.NO Description Unit QTY. Rate AMOUNT

4' LED Tube shape fixture 18W Each 30 2250.0 67500

33

P & F of Early streamer Emission type lightning arrester

on GI mast with air terminal configured as spheroid

which is comprised of separate electrically isolated 4

panels surrounding an earthed central finial, the

terminal shall be tested by CPRI for impulse current of

45 kA ( 8 / 20 Sec ) with 5 positive & 5 negative

impulse, the arrester having following protection radius

at level 1

Each 1 105000.0 105000

15 - 32 Mtr.

34 S & Laying of down conductor of 70 Sq.mm single core

insulated flexible copper cable with accessories as

required.

Mtr. 60 700.0 42000

36 SITC of wall/ free standing floor mounted dust and

vermin proof compartmentalised cubical panel made

out of CRCA sheet , required hardware ,duly treated

for derusting in 7 tank process with dephosphating and

with powder coating on both side of panel in desired

shade The panel having PU/ Neoprene rubber gasket

of not less than 3mm thickness , separate detachable

gland plate M.S. base channel ,hinged door with locking

arrangement for equipment/switchgear . Thickness of

sheet shall not be less than 1.6 mm up to 600 mm

length / width of any compartment and be of 2.0 mm

above 600 mm. Load bearing structure shall be of 2.0

mm thick sheet supported by base M.S. channel if

required . Side walls and cable alley compartments

having bolted type doors with / without detachable

extension type structure. (only outer area on all sides

shall be measured & panel to be fabricated from CPRI

approved fabricator)

Sqm 3 2752 8256

37 Supply, Fabricating & installing following sizes of

powder coated perforated M.S. cable trays including

horizontal and vertical bends, reducers tees,cross

members and other accessories as required and duly

suspended from the ceiling with M.S. suspenders,

fastners, supports etc. as required.

300mm x 50mm x 1.6mm Mtr. 30 565 16950

S.NO Description Unit QTY. Rate AMOUNT

38 SITC of high mast lighting system (as per CP3-TR7/1996

of ILE, UK) consisting of totally hot dip galvanised by

single dipped method high mast, lantern carriage

suitable for up to 12 nos luminaries with welded arm,

mast head frame assembly with full cover, aviation

obstruction lights, double drum type self sustaining

winch, integral power tool accesible from door with

padlocking arrangement ( winch motor with control

circuit) hot dipped galvanised heavy duty pipe

lightening finial, suitable ropes (AISI 316, 7 / 19

costruction ), EPR insulated PCP sheathed trailing cable,

outdoor type control panel for auto on / off, reverse /

forward motor operation and CC foundation of M - 25

grade complete as required. The mast is constructed

from mild steel plates (as per IS 5986 Gr. 510 ) cut and

folded to form a polygonal section, telescopic jointed

and welding as per BS 5135. The complete work shall

be supervised and certified by the manufacturers for

satisfactory supply, erection, testing and

commissioning of high mast. ( See table E - 13 for

specs.)

20.0 Mtr Hm (in 2 section) Each 5 315000.0 1575000

Total 4734676.6

S. NO. DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT

Figure Words

Part -D NON BSR

1

Providing and Fixing solar street light of 12 V ,

Battery Capacity 40 Ah, Battery Voltage 12 V, Rated

Power of 20W, Light output of 2000 Lumens made

of Toughened glass. 6 mm thick solar Light pole of

dia 100 mm to be and lenght 2.3 m to be embedded

in RR stone Masonary in 1:4, with a stone coping of

75 mm thick polished red Karauli Stone. Pole dia 75

mm of height 1.5 m, and 50 mm dia upto height of

1 m to be fabricated above the base of 100 mm dia

pole as shown in the drawing. The work shall

include durable enamel paint above MS Pole and

complete finishing as per the satisfaction of

Engineer Incharge

Each 40 @ --------- @ --------

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

Total

Name of Work :- Construction of State Institute of Hotel Management,

Dholpur.

RATE