rajasthan tourism development corrporation,rtdc.tourism.rajasthan.gov.in/pdf/1 var...

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)


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)


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..


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.


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.



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.


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)


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


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


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)


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.


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


S.No. Particulars Amount in Rs1 Part -A Civil Work Based on PWD BSR 2014 6,54,07,676.23

3 Part -B ROAD BSR Items ON PWD 2016 25,57,383.00

4 Part -C ELECTRICAL BSR Items ON PWD 2013 68,59,465.60

5 Part-D NON BSR ITEMS

2 Part E NON BSR Items

Total

Signature of the Contractor General Manager Works,

with full address RTDC Ltd. Jaipur

Rajasthan.

RAJASTHAN TOURISM DEVELOPMENT CORPN. LTD.

GENERAL ABSTRACT

VARIOUS DEVELOPMENT WORKS AT SHRI GOVIND DEV JI TEMPLE,

JAIPUR

S. No DESCRIPTION OF ITEM QUANTITY UNIT RATE AMOUNT

Part -A Based on PWD BSR 2014

1

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.

757 Cum 56 42,419

2

Supplying and Filling in plinth with river sand under floors

including watering ramming consolidating and dressing

complete including cost of sand

231 Cum 887 2,04,926

3

Surface dressing of the ground including removing

vegetation and inequalities not exceeding 15cm deep and

disposal of rubbish lead up to 50 Mtr. and lift up to 1.5

Mtr.:

All kinds of soil

2000 Sqm 8 15,000

4

Banking excavated earth in layers not exceeding 20cm.

in depth breaking clods watering, rolling each layer with

1/2 tonne roller, or stone or steel rammers, and rolling

every 3rd and top- most layer with power roller of 8-10

tonne capacity and dressing up in embankments for

roads, flood banks marginal banks, and guide banks etc.

lead up to 50 Mtr. and lift up to 1.5 Mtr.

All kinds of soils

150 Cum 148 22,200

5

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.

6000 Sqm 4 22,500

6

Felling trees of the girth (measured at a height of 1 m

above ground level) including cutting of trunks and

branches removing the roots and stacking of serviceable

material and disposal of unserviceable material.

0

7 Beyound 30 cm girth upto including 60 cm girth 10 Each 121 1,210

8

Supplying chemical emulsion in sealed containers

including delivery as specified.

Chlorpyriphos/Lindane emulsifiable concentrate of 20%

235 211 49,585

9

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)

1777 Sqm 41 72,850

10

Earth work in excavation/ by mechanical means

(Hydraulic Excavator)/ manual means over areas

(exceeding 30 cm in depth, 1.5m in width as well as 10

sum on plan) including disposal of excavated earth, lead

upto 50 m and lift upto 1.5 m , disposed earth to be

levelled and neatly dressed:

0

11 Ordinary rock 156 Cum 218 34,037

12 Hard rock (requiring blasting) useful material 30% 72 Cum 356 25,711

Rajasthan Tourism Development Corporation Ltd. Jaipur .

VARIOUS DEVELOPMENT WORKS AT SHRI GOVIND DEV JI TEMPLE, JAIPUR

13

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 sqm 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

8092 Cum 155 12,54,250

14

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.

0

15

M20 grade Nominal Mix

1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20mm nominal size).

265 Cum 4468 11,84,020

161 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size).4024 Cum 2859 1,15,03,970

17

Providing and laying damp-proof course with cement

concrete grade M-150 (1 : 2 : 4) mortar prepared with 1%

solution of water-proof compound complete as per

specification .

0

18 75mm thick. 2157 Sqm 473 10,19,085

19

Centering & Shuttering with plywood or steel sheets

including strutting, propping, bracing bothways and

removal of formwork for foundations in basements rafts,

footings, strap beams bases of columns, etc. upto plinth

level.

511 Sqm 137 69,976

20

Suspended floors, roofs, landings, staircases, balconies,

girders, cantilevers, bands, coping bed plates, anchor

blocks, sills, chhajjas, lintel, beam, plinth beam etc.

4428 Sqm 295 13,06,195

21 Columns, pillars, posts and struts etc. 200 Sqm. 325 65,000

22

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.

0

23 Thermo-mechanically Treated bars 107499 Kg 74 79,54,910

24Carriage of Materials Building Rubbish Stone metal (Grit

and ballast etc.) for 1 Km100 Cum 58 5,775

25

Reinforced cement concrete work in beams, suspended

floors, roofs, griders having slopes up to 15°, landings,

balconies, shelves, chajjas, lintels, bands, plain windows

sills, staircases and spiral staircases up to floor three level

including curing, compaction, finishing with rendering in

cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and

making good and joints excluding the cost of centering,

shuttering and reinforcement :

0

26M 20 Grade Nominal Mix (With Graded Stone 20 mm

nominal size)658 Cum 4490 29,56,611

27

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 :

0

28 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 808 Cum 4096 33,09,568

29Half brick masonry in Superstructure , above plinth level

upto floor V level using bricks of designation 75 0

30 Cement mortar 1 : 4 (1 cement : 6 coarse sand) 693 Sqm 503 3,48,805

31Random Rubble stone masonry for foundation and plinth

in Cement Sand mortar above 30 cm thick wall in : 0

32 Cement Mortar 1:6 ( 1-Cement : 6-Sand). 1699 Cum 2458 41,75,029

33

Random Rubble stone masonry with hard stone in

superstructure above plinth level and upto five level

above 30cm. thick walls in :

0

34 Cement Mortar 1:6 ( 1-Cement : 6-Sand). 1101 Cum 3013 33,16,204

35

Providing and fixing stainless steel cramps of required

size and shape for anchoring stone wall lining to the

backing or securing adjacent stones in stone wall lining in

cement mortar 1:2 (1 cement : 2 coarse sand) including

making the necessary chases in stone and holes in walls

wherever required

200 Kg 613 1,22,600

36

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.

299 Sqm 765 2,28,353

37Providing dab stone over Chajjas duly fixed in cement

sand mortar 1:6 complete :0

38 50mm thick. 16 Sqm. 715 11,440

39

Supplying and fixing in walls machine cut and polished

stone shelves, tands and in CM 1:3 with machine cut

edges :

0

40 Sand or other approved stone 50mm thick. 186 Sqm 583 1,08,490

41M 20 Grade Nominal Mix (With Graded Stone 20 mm

nominal size)113 Cum 4112 4,65,814

42 35 mm thick (commercial Veneer Both side) 46 Sqm 1535 70,614

43IS 710- 1976 marked 12 mm thick Teak ply BWR one

side 6 Sqm 110 708

44Supplying and fixing stone lintels/bed plates of approved

quarry rough dressed in cement mortar 1:4 :0

45 Upto 15 cm. thick. 10 Cum 8330 79,716

46

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.

0

47 50 mm thick 274 Sqm 1262 3,45,921

48 75 mm thick 604 Sqm 1441 8,71,027

49

Supplying and fixing machine cut dressed 75 mm Pink

sand stone (Bansi Paharpur) dasa/ coping wth ornamental

shape having moulding and "PAN Shape" engraving as

per required pattern with engraving depth of 5 mm

(average) in single piece of length 90 cm to be laid on

cement mortar 1:4 (12 to 20mm thick) including pointing

with admixture of pigment matching with the stone shade.

92 Sqm 4497 4,11,476

50

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.

60 Sqm 7631 4,60,462

51

Stone work (machine cut edges) for Wall cladding/

Veneering work up to 10 m height with 20 to 30 mm thick

Pink Sand stone (Bansi Paharpur) 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)

0

52 Exposed face Machine cut 404 Sqm 2196 8,86,371

53

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.

0

54 Makrana Adanga-Upto to 1500 Cm2 Tiles 300 Sqm 1058 3,17,400

55Rajnagar 1st quality/Ageria with light spots.(Up to 1500

Cm2 Tiles)158 Sqm 968 1,52,847

56Rajnagar 1st quality/Ageria with light spots.(1501 Cm2 to

3600 Cm2 Tiles)479 Sqm 1052 5,03,908

57Extra for Mirror polishing on marble work where ever

required to give high gloss finish complete. 324 Sqm 93 30,132

58

Extra in marble flooring work for upto 50 mm wide strip of

Green/White/ Jaisalmer stone in flooring work as per

direction of Engineer in Charge

324 Rmt 47 15,228

59

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).

402 Sqm 613 2,46,587

60

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).

156 Sqm 680 1,05,971

61

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.

0

62 Jhunjhunu / Jalore (Red / Choclate Colour) 0

63 1501 Cm2 to 3600 Cm2 Tiles 96 Sqm 2646 2,53,386

64 Above 3601 Cm2 Slabs 48 Sqm 2669 1,28,112

65 1501 Cm2 to 3600 Cm2 Tiles 7 Sqm 2887 21,562

66

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.

0

67 Marble work 190 Rmt 133 25,270

68 Granite Work 390 Rmt 212 82,680

69

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

60 Rmt 22 1,320

70

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' :

0

71 25 mm thick . 9 Sqm 1479 12,659

72 Commercial Veneer both side 9 Sqm 900 7,703

73

Providing and fixing expandable fastners of specified size

with necessary plastic sleeves and galvanised M.S.

screws including drilling holes in masonry work

/CC/R.C.C. and making good etc. complete

Each 0

74 25 mm long 150 Each 12 1,800

75 32 mm long 150 Each 15 2,250

76

Providing and fixing bright finished Mortice lock of

approved make Godrej or equivalent with pair of CP

handles for doors with necessary screws etc complete

(Best make of approved quality) as per direction of

Engineer-in-charge.

60 436 26,160

77

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

6 Sqm 1577 10,148

78

Providing and fixing in position collapsible steel shutters

with vertical M.S. Channels 20 x 10 x 2mm and bracket

with flat iron diagonals 20 x 5mm. size with top and

bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel

pulleys/ball bearing complete with bolts, nuts locking

arrangements inside and outside stoppers, handles etc.

as per specification including applying a priming coat of

approved steel primer. (To be measured and paid as per

outer dimension).

75 Sqm 4480 3,35,328

79

Providing and fixing steel glazed doors windows and

ventilator shutters of standard rolled steel section joints

mitred and welded with steel lugs 13 x 3 mm, 10 cm. long

embedded in cement concrete block 15 x 10 x 10 cm. of 1

: 3 : 6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) or with wooden plugs and

screws or rawl plugs and screws with fixing clips or with

bolts and nuts as required including providing and fixing of

plain glass panes 4 mm thick with copper glazing clips

and special metal sash putty of approved make or metal

beading with screws complete including priming coat of

approved steel primer, excluding the cost of metal

beading and other fitting except necessary hinges of

pivots steel handles peg stay etc. as required :

0

80 Windows Fixed 122 Sqm 2776 3,38,783

81 Windows side hung (openable) 121 Sqm 2715 3,28,624

82

Structural steel work riveted, bolted or welded in built up

sections, trusses and framed work, including cutting,

hoisting (height upto 10 m) , fixing in position and

applying a priming coat of approved steel primer all

complete:

8000 Kg 79 6,32,000

83

Supplying and fixing fixed wire gauge of 14 mesh x 24

gauge to the metal frame of rolled section by metal

beading 20 x 3 mm with suitable screw at not exceeding

150 mm distance.

139 Sqm 535 74,386

84Providing and fixing Square bars or other flat welded to

window, ventilators etc.770 Kg 68 52,360

85

Providing and fixing T iron frames for doors, windows and

ventilators of mild steel Tee-sections, joints mitred and

welded with 15 x 3 mm lugs, 10cm long embedded in

cement concrete blocks 15 x 10 x 10 cm of 1 : 3 : 6 (1

cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size) or with wooden plugs and screws or

rawl plugs and screws or with fixing clips or with bolts and

nuts as require including fixing of necessary butt hinges

and screws and applying a priming coat of approved steel

primer.

1400 Kg 80 1,12,000

86

Providing and fixing pressed steel door frames confirming

to IS 4351 manufactured from commercial mild steel

sheet of 1.25 mm thickness including hinges jamb, lock

jamb, bead and if required angle threshold of mild steel

angle of section 50x25mm, or base ties of 1.25mm

pressed mild steel welded or rigidly fixed together by

mechanical means, adjustable lugs with split end tail to

each jamb including steel butt hinges 2.5mm thick with

mortar guards, lock strike-plate and shock absorbers as

specified and applying a coat of approved steel primer

after pre-treatment of the surface including filling with CC

1:2:4(M15 grade) complete as directed by Engineer-in-

charge :

0

87 Profile B 346 Mtr. 376 1,30,202

88

Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc consisting of

following operations.

(a) Applying and grouting a slurry coat of neat cement

using 2.75 kg/sqm. of cement admixed with proprietary

water proofing compound conforming to IS. 2645 over the

RCC slab including cleaning the surface before treatment.

(b) Laying cement concrete using broken bricks/brick

bats 25 mm to 100mm size with 50% of cement mortar

1:4 (1 cement : 4 coarse sand) admixed with proprietary

water proofing compound conforming to IS : 2645 over 20

mm thick layer of cement mortar of mix 1:4 (1 cement :4

coarse sand ) admixed with proprietary water proofing

compound conforming to IS : 2645 to required slope and

treating similarly the adjoining walls upto 300 mm height

including rounding of junctions of walls and slabs.

0

89

(c) After two days of proper curing applying a second coat

of cement slurry admixed with proprietary water proofing

compound conforming to IS : 2645.

(d) Finishing the surface with 20 mm thick jointless

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

admixed with proprietary water proofing compound

conforming to IS : 2645 and finally finishing the surface

with trowel with neat cement slurry and making of

300x300xmm square

(e) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing and

for final test. All above operations to be done in order and

as directed and specified by the Engineer-in-Charge.

With average thickness of 120mm and minimum

thickness at khurra as 65 mm.

2010 Sqm 430 8,64,257

90

Providing gola 75x75 mm in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 stone aggregate 10mm and

down gauge) including finishing with cement mortar 1:3 (1

cement : 3 fine sand) as per standard design :

587 Rmt 101 59,278

91

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)

0

92

Kota stone slab flooring 25 mm thick over 20 mm

(average) thick base laid over and jointed with grey


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 901 to 2000 Sq.Cm :

7060 Sqm 543 38,33,580

93 For area of each slab from 2001 to 5000 Sq.Cm 1930 Sqm 886 17,09,980

94

Kota stone slabs 25 mm thick in risers of steps, skirting,

dado and pillars laid on 12 mm (average) thick cement

mortar 1:3 (1 cement 3 coarse sand) and jointed with grey


the slabs, including rubbing and polishing complete

0

95 25 mm thick slab area upto 901 to 2001 sqcm 54 Sqm 44 2,422

96 For area of each slab from 2001 to 5000 Sqcm 408 Sqm 868 3,53,710

97

Fine dressed & machine cut edges 30-35 mm thicksand

stone flooring over 20 mm (average) thick base of cement

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


stone complete as per design drawing and instruction of

EI.

Sqm 0

98 Red sand stone (Karauli stone) 550 Sqm 670 3,68,500

99 Pink sand stone (Bansi Paharpur stone) 862 Sqm 765 6,59,430

100 Random rubble dry stone Kharanja under floor. 3163 Cum 807 25,52,799

101

Providing and fixing of precast concrete interlocking

blocks pavement as per drawing and tech specification

clause 1504 of MoRD, 100 mm thick

398 Sqm 456 1,81,579

102

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).

14 Cum 5416 73,116

103Making grooves as per design in plaster 10mm to 20mm

wide.7579 Rm 6 45,473

104Plaster on new surface on wall in cement sand mortar 1 :

4 including raking of joints etc. complete fine finish : 0

105 20 mm thick . 2475 Sqm 148 3,66,364

106 12mm thick . 4518 Sqm 118 5,33,113

1076 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3

fine sand).2113 Sqm 93 1,96,500

108

Lime plaster ( up to 40 mm thick in 3 Coats) on new

surface on walls with lime sand mortar 1:2 (1 lime putty : 2

sand) using admixture like Gur, Methi & Gugal @ 1.0

Kg./each for every 10 Sqm of area including racking of

joints curing etc. complete

163 Sqm 306 49,898

109

Coloured Araish work 1 : 2 (1-lime putty : 2-Zikki ) over

lime plaster or plain back ground including preparation of

lime for 6 months by slaking of lime with curd and

changing the water every week. The kara plaster of not

more than 6 mm thick is to be left for maximum of 3

months to appear the shrinkage & temperature cracks

over the kara plaster 2 mm layer of grinded lime putty is to

be done and is to be rubbed gently by Akik stone then

inserting the design of colour border/ flowers/pictures etc

including desired colour stone pigment to match the

existing design/pattern after this, applying Khopra paste &

rubbing with cloth to give a uniform picture. The work to

be executed strict as per direction of Engineer Incharge

71 Sqm 3187 2,25,002

110

Yellow/pink colour wash with Khameera mixed with

pigment including making gola garden, Kangoora and

ornamental lining work as per aprroved Jaipur style and

pattern complete in all respest as per direction of Engineer

in Charge

0

111 On New Surface ( 3 coats) 100 Sqm 77 7,700

112Extra for making Ornamental design like Kangooras

Gola etc. as per Jaipur practice in cement plaster 163 Sqm 1 82

113

Distempering with 1st quality acrylic washable distemper

(ready mixed) of approved manufacturer and of required

shade and colour completeincluding all scaffolding as per

manufacturer's specification.

Two or more coats on new work including prepartion of

base with primer, putty, lippy etc complete in all respect.

8234 Sqm 70 5,76,398

114Painting with enamel paint of approved brand and

manufacture to give an even shade : 0

115 Two or more coats on new work. 3125 Sqm 55 1,71,885

116

Extra for providing and mixing water proofing material in

cement plaster work in proportion recommended by the

manufacturers.

280 Kg. 37 10,360

117

Demolishing cement concrete manually/ by mechanical

means including disposal of material within 50 metres lead

as per direction of Engineer-in-charge.

0

118 1: 3: 6 or richer mix. 237 Cum 552 1,30,715

119

Dismantling stone slab/ terrazo chip flooring laid in cement

mortar including stacking of serviceable material and

disposal of unserviceable material within 50 meters lead.

6748 Sqm 60 4,04,892

120

Demolishing mud phuska/ Lime dhar/ Kharanja in

terracing and disposal of unserviceable material within 50

meters lead.

83 Cum 206 17,098

121

Demolishing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of

unserviceable material within 50 metres lead as per

direction of Engineer-in-charge.

0

122 In cement mortar. 296 Cum 466 1,37,972

123

Demolishing stone rubble masonry manually/ by

mechanical means including stacking of serviceable

material and disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-charge:

0

124 In cement mortar. 371 Cum 556 2,06,269

125

Providing and fixing anodized aluminium work (Anodizing

to be got done from approved Anodizer) for doors,

windows, ventilators and partition with extruded built up

standard tubular and other sections of approved make

confirming to IS : 733 and IS : 1285 anodised transparent

81 dyed to required shade according to IS : 1868.

(Minimum anodic coating of grade AC 15), fixed with rawl

plugs and screws or with fixing clips, or with expansion

hold fasterners including necessary filling up of gas at

junctions, at top, bottom and sides with required PVC /

neoprene felt etc.; Aluminium section shall be smooth,

rust free, straight, mitred 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).

0

126 For fixed Portion 1040 Kg 330 3,43,200

127

For shutters of doors, windows & ventilators including

providing and fixing hinges / rollers etc. and making

provision for fixing of fittings wherever required (lockes

shall be paid for separately).

820 Kg 356 2,91,920

128

Providing and fixing 12 mm thick pre laminated three layer

medium density (exterior grade) particle board Grade I,

Type-II confirming to IS : 12823 bonded formaldehyde

synthetic resin, of approved brand and manufacture in

paneling fixed in aluminium doors, windows shutters and

partition frames with C.P. brass / stainless steel screws

etc. complete as per architectural drawings and direction

of engineer-in-charge.

0

129Prelaminated particle board with decorative lamination on

both sides.72 Sqm 993 71,959

130

Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with PVC / 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).

0

131

Painting exterior surface of Wall with 100% acrylic

exterior paint of approved brand and manufacture to give

an even shade with two or more coats including prepartion

of base with sand papering, primer, putty, etc complete in

all respect.-New Work

185 Sqm 107 19,819

132Carriage of Materials like Earth, Sand, Lime, Murrum or

Sludge for lead of 1 Km92 Cum 51 4,683

133Carriage of Building Rubbish Stone Metal ( Grit and

Ballast etc) for Lead of 1 Km128 Cum 58 7,411

134

Providing and fixing expanded grill made of anodised

aluminium as per design and drawing having members

section of size 7.5 mm x 6.0 mm and opening of size 102

mm x 99 mm to aluminium window / vent with required

screws, Y and H aluminium sec (as per drawing) at the

ends and middle joints respectively complete in all respect

as per direction of engineer in charge.

123 Sqm 1850 2,27,624

135

Providing and fixing M.S. sheet 1mm thick single leaf

door shutter in angle iron frame 35x35x5mm suitabilly

diagonally braced with 25x3mm flat iron above and below

lock rail of size 50x5mm beading extra including all

fittings, as per direction of Engg. incharge but excluding

cost of chowkhats: including two coats of anit-corrosive

red oxide primer paint

7 Sqm. 2605 16,933

136

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.

8755 Kg. 84 7,35,382

137Carriage of Materials like Earth, Sand, Lime, Murrum or

Sludge for lead of 1 Km825 Cum 51 41,910

138Carriage of Building Rubbish Stone Metal ( Grit and

Ballast etc) for Lead of 1 Km1650 Cum 58 95,288

139

P & F Indian type white glazed vitreous china 1st quality

W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous

china P or S trap including cutting and making good the

wall and floor:

140 Size 530x410mm. 10 Each 1945 19,450

141

P & F European type white glazed vitreous china 1st

quality W.C pan (IS : 2556 Mark) with P or S trap including

cutting and making good the wall and floor 8 Each 1601 12,808

142P & F water closet Seat Covers with brass hinges

complete :

143 Solid PVC (IS 2548 marked) grade-I Black for EWC. 8 Each 304 2,432

144 -do- White. 8 Each 353 2,824

145 URINALS:

146

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.

147 Flat Back (small) size 456x355x265mm. 11 Each 1332 14,652

148P&F Marble Urinal Partition slab both sides polished of

approved design cut from marble size 900x600mm.

149 Makrana II quality marble having light spots 11 Each 839 9,229

150

P & F Low level Flushing Cistern of 10 litres capacity (IS :

2556mark). Of approved make with complete fittings C.I.

brackets duly painted, brass ball cock with ball, (IS: 1703

mark) complete including cutting and making good the

wall:

151PVC with PVC bend of make Commander

champion19 Each 1246 23,674

152 P & F C.P. brass Urinal Flush Pipe set complete

with flanged brackets of approved make.

153 For 4 Urinals 10 Each 1210 12,100

154

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 (IS : 8934 Mark) &

32 mm C.P. brass waste coupling of approved make,

25 mm G.I. waste pipe complete including cutting &

making good the wall.:

155 Size 610 mm x 510 mm 17 Each 2634 44,778

156

1.0 mm thick Salem stainless steel AISI -304 & IS 13983-

1994 kitchen sink of approved make as per Engineer-in-

charge with large waste coupling.0 0

157 18 x 16 x 6 16x14x6 2 Each 2892 5,784

158 P & F Bottle Trap of approved make : 0 0

159 C.P Brass 32 mm 3 Each 425 1,275

160 C.P Brass 40 mm 3 Each 460 1,380

161P& F waste Coulping with fittings of approved quality

/make:0 0

162 C.P Brass 32 mm dia 3 Each 108 324

163 C.P Brass 40 mm dia 3 Each 165 495

164 P& F waste Pipe with all fitting 0 0

165 P.V.C with C.P nut 32 mm 3 Each 132 396

166 P.V.C with PVC nut 32 mm 3 Each 55 165

167 P.V.C. with C.P. nut 40 mm dia 3 Each 143 429

168 G.I(B class) 32mm 3 Each 204 612

169

P & F Bevelled edge Mirror/mirror with teak wood lipping

around of special glass of approved make as per direction

of Engineer-in-charge complete with 6mm thick

commercial ply base fixed to wooden screws & washers.

170 Size 600 x 450mm x 4 mm thick 11 Each 436 4,796

171P & F Extension Pipe for bib cocks of approved

quality/make.0 0

172 C.P. brass of Heavy & Superior quality 50x15mm 23 Each 67 1,541

173 (-do-) 100 X 15mm. 15 Each 94 1,410

174 (-do-) 150 X 15mm. 14 Each 133 1,862

175

P & F Acrylic Toilet accessories set consisting of Towel

rail, shelf, towel ring, soap dish, paste & brush holder &

twin peg of approved quality/make.10 Each 932 9,320

176P & F Jet spray for water closet with C.P. Copper Tube

flange of approved make.8 Each 266 2,128

177 Providing & fixing C.P.flange for 15mm dia taps. 15 Each 12 180

178

P & F C.P. Health Faucet with 1Mtr. Long Tube & Hook of

approved make and heavy as per direction of Enginner-in-

Charge8 Each 1513 12,104

179

P & F C.P. brass Urinal Spreader for Large Urinal of

heavy duty of approved make as per direction of Enginner-

in-Charge14 Each 561 7,854

180 WATER SUPPLY INSTALLATION

181P & F G.I. pipes (Internal Work) with G.I. Fittings

excluding union (IS:1239 Mark) & MS clamps including

cutting and making good the walls and floors:

182Concealed pipe in wall including painting with

anticorrosive bitumen paint

183 20mm dia nominal bore

184 'B' Class 184 Mtr 219 40,296

185

P & F G.I. Pipes (External Work) with G.I. fittings

excluding union (IS : 1239 Mark) including trenching &

refilling earth etc.

186 20mm dia nominal bore

187 'B' Class 178 Mtr 175 31,150

188Making connection of G.I. distribution branch with G.I.

main including all fitting.

189 Upto 25mm dia 58 Each 230 13,340

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

191 20mm dia 2 Each 1576 3,152

192P & F Pilllar Cocks (IS :8934 Mark) of superior quality and

approved make:

193 C.P. Pillar cock, 15 mm dia nominal bore 31 Each 708 21,948

194P & F Bib Cock (IS : 8931 Mark), Superior quality of

approved make:

195 Brass 400 grm,15mm nominal bore. 28 Each 259 7,252

196P & F Stop Cock (IS :8931 Mark), superior quality & of

approved make:

197 Brass 400 gm. 15mm nominal bore. 7 Each 272 1,904

198P & F Sink Cocks of superior quality & approved made :

199 C.P. Sink cock swinging spout 15mm. 12 Each 888 10,656

200 P & F Inlet Connection (Angle Valves) Superior quality, of

approved make, for Wash basin, Gyser etc.

201C.P. Inlet connection 15mm.Brass (IS : 8931 marked)

76 Each 586 44,536

202 ---do--- with 37 cm long thread and nut 32 Each 888 28,416

203P & F Full-way Valve (IS:778 Mark) or wheel valve of

approved make :

204 Gun-metal 15mm nominal bore. 7 Each 277 1,939

205 (-do-) 20mm nominal bore. 7 Each 325 2,275

206P & F Gun-metal Non-return Valve or Check Valve (IS

:Make) of approved make, superior quality:

207 20mm nominal bore.

208 Horizontal 7 Each 312 2,184

209 Vertical 7 Each 276 1,932

210

P & F PVC Storage Tank ISI Marked (IS : 12701)

indicating the BIS license No), of approved make with

cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm.

long wash out pipe with plug & socket, including making

connection etc., complete of approved design:

211 500 (-do-) 4 Each 3240 12,960

212 1000 (-do-) 5 Each 6480 32,400

213

Providing and Fixing Unplasticized Poly Vinyl Chloride

(UPVC) SWR Pipes Type B for sciland waste discharge

system (IS:13592 : 1992 Marked) of approved quality

/make

214 75 mm dia 148 Mtr 121 17,908

215 110 mm dia 166 Mtr 242 40,172

216

Providing and Fixing Unplasticized Poly Vinyl Chloride

(UPVC) SWR Pipes fittings type B for sciland waste

discharge system (IS:13592 : 1992 Marked) of approved

quality /make

217 Coupler

218 75mm dia 44 Each 50 2,200

219 110mm dia 44 Each 75 3,300

220 Single Push Fit Coupler

221 75mm dia 25 Each 51 1,275

222 110mm dia 25 Each 88 2,200

223 Single Tee

224 75mm dia 25 Each 83 2,075

225 110mm dia 25 Each 146 3,650

226 Single Tee with Door

227 75mm dia 24 Each 95 2,280

228 110mm dia 24 Each 168 4,032

229 Bend 87.5 Dg.

230 75mm dia 24 Each 65 1,560

231 110mm dia 24 Each 108 2,592

232 Double tee with Door

233 75mm dia 24 Each 232 5,568

234 110mm dia 24 Each 397 9,528

235 Vent Cowel

236 75 mm 8 Each 34 272

237 110mm dia 8 Each 41 328

238 Pipe Clip

239 75mm dia 24 Each 13 312

240 110mm dia 24 Each 21 504

241 Nahni Trap with Jali 4”

242 110mm dia 23 Each 119 2,737

243 Gully Trap

244 110mm dia 22 Each 475 10,450

245

Construction of manhole in all type of soil inner size 90 X

60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick

cement concrete 1:5:10 in foundation, 20 mm 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, Cement cover with frame of 450mm

dia, earthwork etc. complete as per design including

disposal of surplus earth within 50 mtr. lead.

246 Depth up to 0.5 M 12 Each 4320 51,840

247Add extra over item 3.21.1 for every additional 0.10m

depth above 0.5 m depth.4 Each 162 648

248

Construction of Man hole, in all types of soil, inner size 1.5

x 1.2 M, with 450mm 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, 50 mm thick M-15 grade C.C. flooring making

channels, 80 mm thick stone slab covering with 40 mm

thick M-15 grade C.C. flooring, Ferro Cement cover with

frame of 450mm dia, earthwork etc. complete including

disposal of surplus earth within 50 mtr. lead as per design

:

249 Depth up to 1.5 M 5 Each 15755 78,775

250Add extra over item 3.22.1 for every additional 0.10m

depth above 1.5 m depth .2 Each 554 1,108

251

252

Construction of chamber in all type of soil with 300 mm

thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in

foundation, 20mm thick insider plaster in Cm 1:6, finished

with floating neat cement, 50mm thick M-15 grade C.C.

flooring , earthwork etc. complete as per design including

disposal of surplus earth within a lead of 50 mtr.

253Inside size 300 X 300 mm depth upto 0.5 M Cement

cover with frame.9 Each 758 6,822

254-do- size 450 x 450mm depth upto 0.5 M Cement cover

with frame5 Each 1683 8,415

255-do- size 600 x 450mm depth upto 0.5 M Cement cover

with frame.5 Each 2380 11,900

256

Construction of soakage well in all type of soil with 300

mm thick dry 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 complete as per approved drawing including

disposal of earth within a lead of 50 mtr.:

257 Size 300 Cm. dia outside & 300 Cm. depth . 2 Each 18997 37,994

258

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 ,80

mm thick slab ,jointing of slab in CM 1:3. Ralthal,

Kharanja, 50 mm thick stone partition walls, 20 mm thick

plaster in CM 1:6 finished with neat floating cement, 4 Nos

C.I foot rests of approved design ,two No. 450 mm dia

each Ferro cement cover with frame, earth work etc.

complete as per approved drawing including disposal of

surplus earth within a lead of 50 mtr:-

259 Size 230 x110 x150 cm.(for 20 users) 2 Each 28985 57,970

260 Size 400 x140x150 cm.(for 50 users) 0 Each 45067 0

261 Add or subtract proportionately for every 0.5 M increase or

decrease in Length -12.5% Breadth & Depth -18 % each0 0

262

P & F M.S. Foot Rests in with C.M.,1:3, standard design in

20mm square M.S. bar 50 mm embedded in wall & 10

cms. projected out complete.24 Each 194 4,656

263Supplying and fixing C.I. Cover with frame, C.I. gratings

for chambers & man holes.88 Kg. 43 3,784

264Supplying and fixing Ferro- cement cover with C.I.

frame for chambers & man holes of size.0 0

265

450mm dia, 5Kg. C.I. frame to with stand 3 MT center

point load & minimum unfractured load of 1 MT. (Light

duty).11 Each 1067 11,737

266Supplying & Fixing R.C.C. Manholes covers with frame of

approved make (Light duty).0 0

267 Size 500mm dia (Double seal) 9 Each 228 2,052

268 Size 600 X 600mm (Double seal) 5 Each 348 1,740

269 Size 180 X 180mm 5 Each 51 255

270Supply of dry manure including loading unloading,

transportation & stacking at site.

271 Fram yard manure (organic). 50 Cum. 500 25,000

272 Compost 20 Cum. 625 12,500

273 Goat dungmanure. 30 Cum. 750 22,500

274

Supply of Chemical Fertilizers at store in bags weighing

not less than 50 kg. each including loading unloading &

transporation etc.

275 Urea 300 Per 50 Kg.Bag 350 1,05,000

276Supply & Stacking good earth at site complete

including loading unloading & transporation etc.200 Cum. 187 37,400

277Supply of Insecticides & Pesticides at store in dust / liquid

form complete.

278 Cholorophyriphos 20 Ec. 500 Per Liter 400 2,00,000

279Supply of P.V.C. hose pipe of different sizes at store

including transportation etc complet :

280 50 mm dia. 300 R.Mtr. 150 45,000

281 25 mm dia. 500 R.Mtr. 75 37,500

282

Supply of different H.P. Motor pumps / submersible

pumps / multistaged pumps at store including

transportation etc. complete :

283 Submersible pumps 3 H.P. ISI marked KSB. 12 Each 21000 2,52,000

284 Submersible pumps 5 H.P. ISI marked KSB. 4 Each 24000 96,000

285 Submersible pumps 10 H.P. ISI marked KSB. 4 Each 33000 1,32,000

286 Maintenance of Lawns :

287

Spreading of manure and good earth in required thickness

(cost of manure and good earth to be paid separately).

300 Cum. 20 6,000

288 Irrigation of Lawns 1 Per Hect. Per Day1200 1,200

289

Uprooting weeds from the lawn plots and treched area

after 10 to 15 days of its flooding with including disposal of

uprooted vegetation.

20 100 Sqm. 200 4,000

290 Mowing manually / with power machines.

291 Manually. 0 Per Hect. 1300 390

292 With power machines. 0 Per Hect. 1000 100

293Maintenance of shrubbary or Hedge cutting including

disposal of rubbish with all leads & lifts.20 100 Sqm. 400 8,000

294Sweeping / Cleaning of Garden roads. Lawns & paths &

disposal of all rubbish.20 Per 100 Sqm. 3 60

295Security of the Garden per gate for 24 hours in 3 shift with

the Exilitary personss.2 Per Month 16200 32,400

296Maintenance / fitting of permanent ornamental pots /

seasonal plots.

297Mixing earth and manure inproporation as specified or

directed for pots.100 Cum. 35 3,500

298Filling and planting of sapplings and Watering of plots.

10Per 100 Pots Per Day.150 1,500

299Weding Hoeing Stacking & Colouring of pots. material will

be supplied by the Department.10Per 100 Pots Per Day.150 1,500

300

Preparation of beds for bedging and shrubbary by

excavating 60 cms. deep and trenching the excavated

base to a further depth of 30 cms. refilling the excavated

earth after breaking clods & mixing with manure in the

ratio 8 :1 (8 parts of stacked valume o

500 Each 19 9,375

301

Digging pits in ordinary soil & refilling the same with the

excavated earth mixed with manure in the ratio of 2: 1 by

valume (2 parts of stacked valume of earth after reduction

by 20% 1 parts of stacked volume of manure after

reduction by 8%) flooding wit

500 Each 19 9,375

302Planting of annual sapplings watering in the bed.

5000 Sqm. 2 9,350

303 Watering of Grup plantation at the bed. 5000 Sqm. 0 1,250

304 Prefaration of Eding cutting lawn. Sqm. 1

305 Group plantation in the bed specified place. Sqm. 2

306

Laying of lawns including ploughing levelling breaking of

clods manuring & removal of stones etc.(Cost of manure

or extra good earth to be paid seperately) Maintenance of

lawns for 30 daysor more till the grass forms a thick lawns

free from weeds & fit for moving in the duration of planting

if lawn die some where the contractor will replant it at his

own cost.

307 In rows 7.5 Cms. apart in either direction 75 100 Sqm. 4600 3,45,000

308

Renovating lawns including weeding cheeling the grass

forking the ground top dressing with manure. Mixing the

same with forked soil watering maintaing the lawns for 30

days or more till grass forms a thick lawns free from

weeds & fit for mowing & disposa

50 100 Sqm. 4400 2,20,000

309Planting of trees / Shurbs / hedge & climbers plants at

desired distance in a row & watering.300 100 Plants. 25 7,500

310 Preparation of different sized beds as directed. 20 100 Sqm. 375 7,500

311Preparation of soil including cleaning & removing of

unwanted shurbs removal of stones & garbage.20 Per 100 Sqm. 125 2,500

312

Digging of pits size 60x60x60 cms. Including removal of

stones. Manuring applicable of insecticides & watering

atleast 15 litre per plant after planting.

2000 Per Pit. 25 50,000

313Loading & unloading of plants from Deptt. Nursery to site

perkm.2000Per 1000 Plants. 125 2,50,000

314Preparation of Thavala sizing 60 cms. Diametre & 10 cms.

Deep once in a month.2000 Per Thawala . 1 2,000

315Inter cultural operations hoeing & weeding etc. in 90 cms.

Dia & 15 cms. Deep.2000 Per Plants. 2 3,500

316Watering of plants with the own tanker i.e. at least 20

literwater for plant at one time.2000 Per Plants. 1 2,400

317Transportation of tree guards from Depot to the

plantation site including loading & unloading.2000Per Tree Guard 15 30,000

318 Security of plants & fencing etc. 2000Per Plant Per Month1 1,260

319

Maintenance of plants by the contractor including of

pits/bids watering preparation of Thavala Hoeing weeding

etc. & application of insecticieds etc. & security if the plant

die during maintenance contractor has to replace same

height plant at his own cost.

2000Per Plant Per Month12 24,000

6,54,07,676.23

S. NO. DESCRIPTION OF ITEM QUANTITY UNIT RATE AMOUNT

1 Dismantling kerb stone channels by manual means and

disposal of dismantled material with all lifts and upto a lead of

1000 m as per MoRTH Specification Clause 202.

SQM 300 7.75 2325

2 Clearing and grubbing road land including uprooting wild

vegetation, grass, bushes, shrubs, saplings and trees of girth

upto 300 mm, removal of stumps of such trees cut earlier and

disposal of unserviceable materials and stacking of

serviceable material to be used or auctioned, upto a lead of

1000 m including removal and disposal of top organic soil not

exceeding 150 mm in thickness as per MoRTH Specification

Clause 201.By Mechanical Means in a non thorny jungle

HECTARE 3 12402 37206

3 Cutting of trees, including cutting of trunks, branches and

removal of stumps & roots, refilling, compaction of backfilling

and stacking of serviceable material by manual means with all

lifts as per MoRTH Specification Clause 201.(lead upto 100 m)

4 Beyond 30 cm girth upto including 60 cm girth EACH 40 132 5280

5 Construction of embankment with approved materials

deposited at site obtained from roadway cutting and

excavation from drain and foundation or other structures

graded and compacted to meet requirement of Tables 300-1

and 300-2 as per MoRTH Specification Clause 305.3

CUM 1146 40 45840

6 Excavation for roadway in soil by mechanical means including

cutting and pushing the earth to site of embankment upto a

distance of 100 m, including trimming bottom and side slopes

in

accordance with requirements of lines, grades and

crosssections.

CUM 1000 23 23000

7 Excavation for roadwork in soil with hydraulic excavator of 0.9

cum bucket capacity including cutting and loading in tippers,

trimming bottom and side slopes, in accordance with

requirements of lines, grades and cross-sections, and

transporting to the embankment location with a lift upto 1.5 m

and lead upto 1000 m as per MoRTH Specification Clause

301.3

CUM 2292 31 71052

8 Excavation for roadway in hard rock (requiring blasting) by

drilling, blasting and breaking, trimming of bottom and side

slopes in accordance with requirements of lines, grades and

cross-sections, loading and disposal of cut rock with a lift upto

1.5 m and leads upto 1000 m as per MoRTH Specification

Clause 301.3.5

CUM 20 177 3540

9 Construction of granular sub-base by providing well graded

material, spreading in uniform layers with Tractor Mount

Grader on prepared surface, mixing by mix in place method

with rotavator at OMC, and compacting with smooth wheel

roller to achieve the desired density, complete as per MoRTH

Specification Clause 401.

10 Grading - I Material CUM 630.0 536 337680



Part -C Based on PWD ROAD BSR 2016

11 Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete pavement,

thickness as per design, over a prepared sub base, with 43

grade cement or any other type as per Clause 602.2.2 M30

(Grade), coarse and fine aggregates conforming to IS:383,

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a concrete mixer of not less than 0.2 cum capacity

and appropriate weigh batcher using approved mix design, laid

in approved fixed side formwork (steel channel, laying and

fixing of 125 micron thick polythene film, wedges, steel plates

including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed

and plate vibrators and finished in continuous operation

including provision of contraction and expansion, construction

joints, applying debonding strips, primer, sealant, dowel bars,

near approaches to bridge/culvert and construction joints,

admixtures as approved, curing of concrete slabs for 14-

days,using curing compound and water finishing to lines and

grade as per

drawing and MoRTH Specification Clause 602 including

vaccum

dewatering process with all required equipments

12 Using cement concrete M-30 Grade CUM 200.0 5516 1103200

13 Providing and erecting direction and place identification retro-

reflectorised sign as per IRC:67 made of encapsulated lens

type reflective sheeting vide Clause 801.3.1, fixed over

aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm

supported on dia GI Pipe firmly fixed to the ground by means

of properly designed foundation with M-15 grade cement

concrete 450 mm x 450 mm x 600 mm, 600 mm below ground

level as per approved drawing and MoRTH Specification

Clause 801

SQM 30 11672 350160

14 Painting lines, dashes, arrows, etc. on roads in two coats on

new work with ready mixed road marking paint conforming to

IS:164 on bituminous/concrete surface, including cleaning the

surface of all dirt, dust and other foreign matter, demarcation

at site and traffic control as per drawing and MoRTH

Specification Clause 803

SQM 100 80 8000

15 Providing and fixing of road stud 100 x 100 mm die cast in

aluminium, resistant to corrosive effect of salt and grit, fitted

with lense reflectors, installed in concrete or asphaltic surface

by drilling holes 30 mm upto a depth of 600 mm and bedded in

a suitable bituminous grout or epoxy mortar, all as per BS:873

(Part 4) 1973.as per MoRTH Specification Clause 804.

EACH 300 104 31200

16 Providing and laying graded stone aggregate Filter Material

underneath pitching on slopes complete as per drawing and

technical Specification [MoRTH Specification : Clause 2504]

CUM 300 638 191400

17 Providingandlayingpitchingonslopeslaidoverpreparedfiltermedi

a as per drawing and MoRTH specifications Clause 2504.2.1

CUM 500 695 347500

2557383


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.

2 20 mm R. mtr. 600 32 19200

3 25 mm R. mtr. 600 42 25200

4 32 mm R. mtr. 300 65 19500

5

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.

6Short point (up to 3 mtr.) P. point 200 260 52000

7Medium point (up to 6 mtr.) P. point 180 377 67860

8Long point (up to 10 mtr..) P. point 150 508 76200

9

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.

10Long point (up to 10 mtr..) P. point 8 514 4112

11

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.

12On board P. point 100.00 244 24400

13Short point (up to 3 mtr.) P. point 80.00 339 27120

14Long point (up to 10 mtr..) P. point 50.00 571 28550

15

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.

16 3x 1.5 sq.mm Mtr. 500.00 40 20000

17 2 x 2.5 sq. mm. + 1x1.5sqmm Mtr. 800.00 53 42400

18 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. Mtr. 900.00 77 69300

19 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. Mtr. 900.00 109 98100

20 4 x 10.0 sq.mm Mtr. 600.00 305 183000

21

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 22.00 235 5170

22

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.

23 6 A to 32 A rating Each 40.00 151 6040



Electrical BSR-2013

24 Double pole MCB

25 6 A to 32 A rating Each 12.00 401 4812

26 Four pole MCB

27 40 A 63 A rating Each 12.00 1378 16536

28 Triple pole MCB

29 40 A 63 A rating Each 12.00 1034 12408

30

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.

31 Two pole 30 mA sensitivity

32 40 A rating Each 6.00 2126 12756

33

34

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.

35 Double door (Three phase)

36 4 Way Each 4.00 1820 7280

37 Single door (single phase)

38 4 Way Each 3.00 444 1332

39

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.

40 Single door with Provision of Incomer MCCB 100/ 125 A Rating

41 6 Way Each 8.00 4350 34800

42

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

43 Three / Four pole (Five pin)

44 63 A Each 4.00 5434 21736

45

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.

46 With Thermal Magnetic release

47 up to 100 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu Each 5.00 6341 31705

48 With Microprocessor based release

49 250 Amp , 35 kA, adjustable O/L & Adjustable S/C setting, Ics = 100 % Icu Each 2.00 27286 54572

50

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.

51 50.0 Sq.mm

52 3.5 core Mtr. 400.00 299 119600

53 6.0 Sq.mm

54 2 core Mtr. 200.00 124 24800

55 10.0 Sq.mm

56 4 core Mtr. 200.00 170 34000

57

58

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 4.00 4250 17000

59

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.

60 25mm x 6mm G.I. ( Hot Dipped ) Strip Mtr. 49.00 110 5390

61 10 SWG copper. Wire Mtr. 49.00 46 2254

62

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.

63 1200 mm Sweep 5 Star rated Each 13.00 1896 24648

64

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 13.00 95 1235

65

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.

66 380 mm sweep(900/1400 RPM) Each 16.00 3700 59200

67P & F of Gravity Louver shutter of superior quality made out of PVC including cost of

nuts, bolts, etc as reqd.

68 Up to 380 mm size Each 7.00 169 1183

69

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

70 Surface Mounting

71 LED Downlight 18/20W Each 4.00 2200 8800

72

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. 49.00 36 1764

73

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 4.00 380 1520

74Supply & fixing of Faceplate for Flush / Surface Mount Information Outlets Single

Aperture with screw hole covers & Icon Tree Size 86mmX86mm

75 Single Aperture Each 4.00 98.4 394

76

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.

77 12 Ports Each 2.00 5400 10800

78

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

79 24 Ports Each 2.00 11200 22400

80

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 cable

81 12 U(44 mm ) wall mounted Each 2.00 12500 25000

82

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 1.00 130000 130000

83

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

84 IP - 66 Protected LED Street Light Luminaire

85 LED Street Light fixture 30-40 Watt Each 4.00 8000 32000

86

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.

87

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.)

88 7 Mtr. Each 2.00 11800 23600

89

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

90 High Power LED Flood Light 90W Each 10.00 16500 165000

91 High Power LED Flood Light 40W Each 10.00 7500 75000

92

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..

93 4' LED Tube shape fixture 18W Each 19.00 2250 42750

94S & Laying of down conductor of 70 Sq.mm single core insulated flexible copper cable

with accessories as required.

Mtr. 36.00 700 25200

95

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 2.00 2752 5504

96

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.

97 300mm x 50mm x 1.6mm Mtr. 19.00 565 10735

98

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.)

99 30.0 Mtr HM (in 3 section) Each 11.00 435000 4785000

100100 mm diameter Submersible pump shall have following HP Rating, phase, Head,

minimum Discharge respectively.

101 1.0 HP, 1-Ø, (30-78)Mtr, (46-18)LPM Each 1.00 17425.0 17425

102 1.5 HP, 1-Ø, (50-130)Mtr, (46-18)LPM Each 1.00 20889.0 20889

103 1.5 HP, 1-Ø, (36-71)Mtr, (100-33)LPM Each 1.00 20286.0 20286

104

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.

105 0.8 mtr high bollard Each 30.0 6000 180000.00

6859465.60


1

Clearance of debries around the temple by excavation

upto depth 1.50mtr to 2.00 mtr.carefully without

damaging the buried architectural parts of the temple

and collect all the intact parts at proper place for reuse

at the time of restoration work as per direction of

Engineer incharge/Authorised person of department.

Cum 113

2

Chemical treatment of sand stone to clean from

yellowness, blackness, algal growth, dust, dirt oily

accretions, lime & gypsum deposits, filling of cracks/

joining of gaps/ pointing, strengthening of weak stone,

removal of salt effect and application of preservative

coating to prevent algal growth and make the stone

water proof.

Sqm 515

3

Removal of debries from the monument carefully

without damaging the buried architectural parts of the

monument and collect all the intact parts at proper

place for reuse at the time of restoration work as per

direction of Engineer incharge/site encharge and

disposal of building rubbish with in 50mtr.lead.

Cum 94

4

Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including

preparation of mortar by traditional practice (by

grinding) in 3 course for base coarse and subsequent

course & Loi, tamping, beating, curring till the

shrinkage cracks are disappear. The work is to be

done with all lead as the work is of restoration nature

as per Jaipur practice including adding gur,methi &

gugal on old walls including removal of all old loose

and decade plaster, each coat to be done after 3 days

of previous coat.

5 33 mm thick in four coats Sqm. 145

6

Add extra for decorative/ornamental Lime surkhi 1:2

plaster work with fine finish making kangoora, flowers,

geometrical designs upto (khat) including preparation

of Lime surkhi mortar 1:2 as per tradititional practice

adding gur,methi,gugal etc.

7 Upto 25mm thick/depth Sqm. 412

8 Above 25mmand upto 40mm thick Sqm. 515

9

Khamira Colour Washing as per old traditional

practice to prepare the Khamira the lime should be

slaked at least for 7-10 days and regularly it should be

stirred by adding cured, Gugal, for non-synthetic

colour adding gum (babool gum) as per

specification.Then applying prepared solution on walls

three to four thin coats as desired finishing.

Sqm. 79

10

Random Rubble stone masonary for foundation and

plinth in Lime surkhi mortar 1:2 above 30cm. thick

walls in : ( 1 Lime putty : 2 Surkhi including adding

admixture like gur, methi etc. in mortar.)

Cum 1500

11

Random Rubble stone masonary for superstructure,

4.50mtr. Height above plinth level/ one storey height

above 30cm. thick walls in : Lime surkhi mortar 1:2 ( 1

Lime putty : 2 Surkhi including adding admixture like

gur, methi etc. in mortar.)

Cum 1680



PART D NON BSR ITEM

12

Providing and fixing stone " Khura " in historical

building (forts & palaces etc.) with approved stone,

fixing of khura (ramp way) in grinded lime surkhi /sand

mortar 1:2, making khura with rough chisel dressed

stone size ( 125mm thick & 30cm in depth ) of stone

fixing vertically, as per direction of Engineer

incharge.(khura should be non slippery surface )

Sqm 1350

13

Araish plaster (as per Jaipur practice) 1:2 ( 1 lime : 2

Zikki) on lime plaster or plane back ground including

preparation of lime for 6 months by slaking of lime

with curd and changing the water every week. The

Kara plaster of not more than 6mm thick is to be left

the maximum of 3 months to appear the shrinkage &

temperature cracks. Over the Kara plaster 2mm layer

of grinded lime putty is to be done and is to be rubbed

Gently by Akik stone. Then adding Khoppra & Ghee

and inserting the design of colour boarder all round.

Sqm. 1418

14

Providing and fixing "Corrugated" surface sand

stone/approved stone flooring for ramp-way with fine

dressed corrugation work as per approved design and

size over a base of of grinded Lime surkhi mortar 1:2

and jointed with masaldar lime putty and stone

powder 1:1 with an adixure of pigment, complete in all

respect, as per direction of Engineer Incharge.

(a) 75 mm. thick stone slab

Sqm 1572

15

Providing & fixing ashlar "Rain water Spouts" (3) lines

dressed as per traditional practice / existing design /

approved design size 60 x 30 x 25 cm, fixing the rain

water spout with lime surkhi mortar 1:2, with proper

slope complete in all respect.

Each 750

16

Providing and Fixing fine dressed sand stone

approved stone" Railing" as per existing design and

matching with thambli,fixing of railing with proper

adhesive /clips complete in all respect (thambli & clips

paid seperately.)

17 (a) 50 mm. thick with moulding/lining. Sqm 2990

18


/approved stone "Thambli" (katahara pillers including)

kalash on top,fixing on dasa as per existing design for

fixing of stone jalies/railings including making grooves

as per required size.

19(b) Size 125x125x750mm including kalash with

moulding.Each 900

20


/approved stone "Chajja" for palaces,chattries,forts

and jharokas with fine dressed surface both sides and

front edges should be round shape/moulding, fixing in

grinded lime surkhi mortar 1:2 joint flush with proper

adhesive with pigment to match the shade of stone

(thickness of chajja on front edge 50mm and 75mm

on fixing end) exposed surface is to be measured

only.

Sqm. 4099

21

Providing and fixing fine dressed sand stone

"Dasa/coping" as per existing matching , fixing in

grinded lime surkhi mortar 1:2 including pointing in

cream and stone powder 1:1 with an admixture of

pigment to match the shade of stone complete in all

respect.

22(a) 75mm to 100mm thick plain with fine dressing.

Sqm 1612

23 (c) 75mm to 100mm thick with pan patti design. Sqm 2456

24

Providing and fixing fine dressed sand stone

"Cladding" (Plain dressing only) as per existing

matching , fixing in grinded lime surkhi mortar 1:2

including pointing in cream and stone powder 1:1 with

an admixture of pigment to match the shade of stone

complete in all respect including removal of damaged

cladding.

25 (a) 50mm to 60mm thick' Sqm 1679

26

Making Bend -patta, Cornice, Gola & String course

with katla stone and Lime surkhi mortar 1:2

(projected ) and finishing with grinded Lime surkhi

mortar 1:2 including moulding/ design work as per

existing matching at site complete in all respect.

27 Size 15cm X 10cm. Rmtr. 190

28

Scraping & Removing of white wash/ distemper/oil

paint /algli etc. from plain plaster & surfaces gently

with care to keep intact the old designs. Sqm. 15

29

De-vegetation from monument by removing bushes,

trees including complete uprooting from the wall &

roofs/structures carefully including sutaible chemical

treatment to roots to avoid further growth including

disposal of rubbish with in 50mtr. Lead as per

direction of Engineer incharge.

Sqm. 262

30

Providing, casting, curing, erecting and fixing in

position Lime Jali (lime lattice ) 40mm to 50mm thick

as per existing design and pattern with grinded lime

surkhi mortar 1:2 adding gur, methi gugal etc. as per

specification complete in all respect including all

scaffolding.

Sqm. 4224

31

Add extra over item no. 3.1 to 3.3.3 for Lime plaster

work done over Spherical or groin ceiling/ladao ceiling

of doms.

Sqm. 116

32Add extra over item no. 3.1 to 3.3.3 for Lime plaster

work done over flat ceiling.Sqm. 29

33

Add extra over item no. 3.1 to 3.3.3 for Lime plaster

work done over curved/circular masonary work

(curved or circular surface.)

Sqm. 36

34

Plinth protection of the structure by dressed stone

flooring 3" thick width 2.00mtr. around the temple over

a base concrete (lime concrete) and jointing with

masaldar lime cream and stone dust 1:1 with an

admixture of pigment to match the shade of stone as

per direction of Engineer Incharge.

Sqm 1250

35

Providing & applying Lime kara 1:2 (1lime cream : 2

Zikki powder) grinding mortar with grinding

mill/manually on lime base,on all flat surface in two

coats.First coat applying 3mm to 4mm thick and

curing properly at least 7 days,second finishing coat

done after 7days of previous coat as per traditional

practice.(thickness not more than 6 mm.)

Sqm. 343

36

Add extra for Lime kara work (on lime plaster base)

other than flat surface as per traditional practice with

all lead & lift with fine finishing complete in all respect

on :

37 (a) domical surface/spherical/domical ceiling. Sqm. 172

38

Providing & applying Lime kara 1:2 (1lime cream : 2

Zikki powder) grinding mortar with grinding

mill/manually (on lime surkhi/sand plaster base) on

decorative/ornamental lime plaster in two coats.First

coat applying 3mm to 4mm thick and curing properly

at least 7 days,second finishing coat done after 7days

of previous coat as per traditional practice.(thickness

not more than 6 mm.)

Sqm. 772

39 Size 20cm X 20cm. Rmtr 475

40

Stucco work in lime, Surkhi, mortar (1:2) as per

existingdesign work/ traditional practices by skilled

craftsman, the stucco work should be done as per

restoration nature, the mortar should be prepared by

grinding mill adding gur, methi & gugal.. The

thickness varies from 50mm to 100mm as per the

design.

Sqm. 1982

41

Painting on Stucco work with stone colours including

base coat of khameera as per traditional practice. Sqm. 503

42

Crack filling in masonary walls with grinded masaldar

lime surkhi mortar 1:2 (adding gugal, gugal, methi,

belgiri ) including cleaning the crack properly complete

in all respect

43 Crack thickness (average) upto 25mm (average) Rmtr. 75

44Crack thickness above 25mm and upto 50mm

(average)Rmtr. 150

45

Removing/ dismambering of disturbed stone "Pillars"

(Stambhas) of Sabha Mandap/ Antral/

Praeshmandapa etc having carving work without

damaging the piller by machenical/ manual system

carefully with proper marking and documentation

including all scaffolding and shuttering work, stacking

the useful pillers in proper sequence at the place

directed by Engineer Incharge.

Cum 7067

46

Providing and fixing stone "Pillars" (Stambha) on

pillers of Sabha Mandap/ Antral/ Praeshmandapa

etc.fine dressed as per existing matching stone/

approved quarry with plain moulding work as per

temple architecture complete with all scaffolding and

shuttering work, all lead and lift in proper order and

sequence etc.as per direction of Engineer Incharge.

Cum 34648

47

Providing and fixing double leaf door wooden shutters

made of Ist grade wood as per trditional design (Deshi

pattern) planks thickness 40mm and width of Binies,

Andheri 50mm and 35mm, including Adwa etc. with

fittings (nails, sankal, kunda, cheri, handle and patti

etc.) as per existing matching/ as per approved design

with moulding/ carving complete in all respect :

48 M.P teak wood grade Ist Sqm 6500

49

Providing and fixing double leaf Window wooden

shutters made of Ist grade wood as per trditional

design (Deshi pattern) planks thickness 25mm and

width of Binies, Andheri 35mm and 25mm, including

Adwa etc. with fittings (nails, sankal, kunda, cheri,

handle and patti etc.) as per existing matching/ as per

approved design with moulding/ carving complete in

all respect : Sheesham wood grade Ist.

Sqm

50 M.P teak wood grade Ist Sqm 5800

51Add extra for brass fittings inplace of M.S./ G.I fittings

over item no. 8.1 & item no. 8.2

52 (a) for doors (deshi pattern double leaf shutters ) Sqm 1750

53(b) for windows (deshi pattern double leaf window

shutters )Sqm 750

54

Providing and applying breathable, non-reactive,

transparent, antifungal, UV resistant, alkaline stable,

impregnable silane-siloxane or equivalent based water

repellent coating on exposed absorbing substrate like

lime surface in two or more coats to give uniform

finish surface in all heights, horizontal, inclined,

vertical and on ceiling complete in all respect and

making it complete water-proof as per direction of the

Engineer-in charge.

Sqm 119

55

Control of infestation (Bio-deterioration) from

termites, insects, rodents, micro-organism etc. in

museums and monuments.

Sqm. 3

56

Providing and fixing of fine dressed stone "Steps"

(solid) of temple with matching stone/ approved quarry

fixing of steps as per temple architecture by

machanical/ mannual system carefully in proper order

and sequence including all lead & lift as per direction

of Engineer incharge.

Cum 24964

57

Providing & fixing fine dressed machine cut sand

stone Stone steps (Treads & risers) with round nising

as per existing matching fixing in lime surkhi mortar

1:2 including pointing in lime cream and stone dust

1:1 with an admixture (50mm to 60mm thick)

Sqm. 1000

58(b) for windows (deshi pattern double leaf window

shutters )Sqm 750

59

Random Rubble stone masonary for foundation and

plinth in Lime surkhi mortar 1:2 above 30cm. thick

walls in : ( 1 Lime putty : 2 Surkhi including adding

admixture like gur, methi etc. in mortar.)

Cum 1500

60

Flush pointing over joints of dressed stone cladding,

chajjas, jali etc. with neat cement, sand & colour

including racking the joints as per Jodhpur practice

including all leads and lifts with grinded mortar of lime

putty and stone powder mixed in 1:1 ratio and gur,

methi, gugal etc. are to be mixed as per old traditional

practice.

Sqm. 147

61 Size 15cm X 15cm. Rmtr. 380

62

Providing and Fixing fine dressed "kerb stone (Dand

stone) along with path way /gardening,tapper/round

with top edges in lime surkhi mortar 1:2 including

pointing with lime cream and stone dust with an

admixture of pigment complete in all respect as per

direction of Engineer incharge.

63 (b) Size 200 x450mm fine dressed. Rmtr. 1335

64

Stone flooring work with chisel dressed surface of

approved shade and quarry in irregular shape as per

existing pattern on a base of grinded lime sand mortar

30mm thick and jointing with masaldar lime putty and

stone dust mixed in 1:1 ratio with admixture of

pigment (75mm thick) stone as per existing matching.

Sqm 1254

65

Providing and laying lime concrete in foundation and

plinth using 40% lime mortar and 40mm nominal size

graded aggregate (crusher broken ) including

ramming and watering complete in all respect

comprising of : ( 1 Lime putty : 2 Surkhi mortar.)

Cum 1350

66

Providing and laying lime concrete in foundation and

plinth using 40% lime mortar and 20mm nominal size

graded aggregate (crusher broken ) including

ramming and watering complete in all respect

comprising of : ( 1 Lime putty : 2 Surkhi mortar.)

Cum 2050

67

Providing and laying lime Dhar on roofing as per

Rajasthan, Jaipur traditional practice with lime, Surkhi,

old lime powder, brick aggregate 12 to 20mm (1:2:2:2)

and using Methi, Gur, Hemp, Belgiri etc. including

beating and temping 100 to 150mm thick as per

specifications. Including dismantling of old detoriated

roofing

Sqm 531

S. NO. DESCRIPTION OF ITEM QUANTITY UNIT RATE TO

BE

QUOTED

AMOUNT

1 6x6 mm grove in stone cladding of existing ledge walls (on junction

of walkway and lawn) on both sides.

1760 RMT

2 Recessed pointing on stone masonry in cement sand mortar 1:3

(1 cement : 3 sand). The mortar should remain recessed by 10 mm

from the top surface of the stone. Finishing shall be done as per the

satisfaction Incharge.

376 Sqm

3 Edge Polishing ( both edges), 3mm chamfer on Coping of 50 mm

thick Jodhpur Stone over specified areas as mentioned in the

drawing

7027 RMT

4 Pointing on stone masonry (Exposed) in cement sand mortar 1:3

(1 cement : 3 sand) :Deep Grooved pointing as per the direction of

Engineer Incharge

1117 Sqm

5 Removal of damaged chhajja carefully, without damaging the

structure severly

200 Sqm

6 Removal of damaged and incongruent M.S. Doors from the openings 75 Sqm

7 Consolidation of original stone masonry (before plastering) and gaps

between masonry surfaces ,on a raked surface including cleaning of

the surface and applying/ inserting traditional lime mortar 1:3 (1

Lime : 1 Coarse Sand: 1 Khakha: 1 Surkhi aggregate), up to desired

thickness, properly filled and compacted with appropriate tool to fill

and cover the opened joints.

17 Sqm

8 P & F Terracota Tiles on Roof, including grounting the joints with

white cement and matching pigment etc complete of size 200 mm x

300 mm or as approved by the architect.

212 Sqm

9 Providing & Laying 15.00 cm thick M20 grade concrete trimix using

P21(water reducing concrete admixture at 100 ml per bag of cement

& recon 3 s fiber at 125 gm per bag of cement including making C

channel 75 x 75 mm required to maintain level,slope and thickness

of the concrete road leveling of placed concrete with surface vibrator

and finishing with power floater & trowel light brooming the surface &

including cutting & filling of expansion joint and providing color to the

concrete by color epoxy compound.

1032 Sqm

10 Removal of haphazardly placed lamps from the masonry and repair

of masonry using lime mortar

40 each

11 Providing and Fixing 18-22 mm thk honed finish Gangapur/As

approved by Architect, sandstone for flooring and skirting over

walkway and other specified areas including grinding, rubbing and

polishing complete in 400x400 mm and 200x400 mm sizes in 50-50

ratio

5060 Sqm

12 Fine dressed & machine cut edges 100 mm thick sand stone drain

covers (Budhpura/As approved by the Architect) 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.

400 Sqm

13 Providing and laying Jodhpur Sandstone (Soorsagar)made kerb

stone 200mm thick and 450 mm Height with single side chamfer,

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). (Design of white sandstone stone shall be approved by

Engineerin- charge).

5925 RMT



Part -E NON BSR Items

14 Revival of Fountains. Removal of existing nozzles and providing and

fixing of stone fixtures and brass nozzles for fountains.All work shall

be done as per specifications and satisfaction of authority including

all transportation, loading, unloading & fixing .

145 Each

15 Providing and Fixing 18-22 mm thk sandblasted Kadappa cobbles for

flooring and skirting over in open air theatare and other specified

areas including grinding, rubbing and polishing complete in 300x300

mm sizes.

700 Sqm

16 Providing and Fixing 18-22 mm thk polished Kadappa cobbles for

flooring and skirting over in open air theatare and other specified

areas including grinding, rubbing and polishing complete in 150x150

mm sizes.

700 Sqm

17 Providing and Fixing stone "Cobbles" on path way / open court yards

over 40mm thick cement sand mortar 1:3, including keeping 10mm

joint between cobbles filled with cement sand mortar 1:3 complete in

all respects. The mortar should remain recessed by 5mm from the

top surface of the cobble stone. 150 x150 mm, 40-50 mm thk cobble

of Gangapur Stone/As approved by Architect, Natural finish

10296 Sqm

18 Providing and Fixing stone "Cobbles" on path way / open court yards

over 40mm thick cement sand mortar 1:3, including keeping 10mm

joint between cobbles filled with cement sand mortar 1:3 complete in

all respects. The mortar should remain recessed by 5mm from the

top surface of the cobble stone. 150 x150 mm, 40-50 mm thk cobble

of Gangapur Stone/As approved by Architect, Honed finish

165 Sqm

19 Providing and Fixing 25 mm thick flooring in Paved area in Rough

Granite over 30mm thick base of lime surkhi mortar 1:2 including

jointing finished flush with lime putty and stone powder with an

admixture of pigment as per direction of Engineer incharge.

500 Sqm

20 Providing pan patta shape moulding as per existing pattern in lime

surkhi mortar upto 150mm thk

1000 Rmt

21 Providing and Fixing 25 mm thick flooring in fountain channel in

lehariya pattern in White Marble , Green Marble and red mandana

over 30mm thick base of lime surkhi mortar 1:2 including jointing

finished flush with lime putty and stone powder with an admixture of

pigment as per direction of Engineer incharge.

2563 Sqm

22 Providing and fixing fine dressed "sand stone flooring " with Red/Pink

sand stone (Karauli/dholpur stone) machine cut of approved shade

set in pattern over 30mm thick base of lime surkhi mortar 1:2

including jointing finished flush with lime putty and stone powder with

an admixture of pigment as per direction of Engineer incharge.

(75mm thick)

106 Sqm

23 Providing and Fixing 50 mm thk edge stone-natural finish Jodhpur

(Soorsagar) sandstone Coping at Toe Wall at Walkway and Planter

Bed laid set over 20mm thick base of cement mortar 1:6 (1 cement :

6 coarse sand) and pointing with cement sand mortar 1:3 with

pigment to match the shade of stone with joint thickness up to 15

mm complete in all respects : to match the shade of the Jodhpur

Sandstone including grinding, rubbing and polishing complete.

2291 Sqm

24 Providing and Fixing 75 mm thk edge stone-natural finish Jodhpur

(Soorsagar) sandstone Coping at Toe Wall at Walkway and Planter

Bed laid set over 20mm thick base of cement mortar 1:6 (1 cement :

6 coarse sand) and pointing with cement sand mortar 1:3 with

pigment to match the shade of stone with joint thickness up to 15

mm complete in all respects : to match the shade of the Jodhpur

Sandstone including grinding, rubbing and polishing complete.

4 Sqm

25 Providing and Fixing of EPDM of 40 mm thickness (Multi Color)

(30mm SBR Base Layer + 10mm Top with EPDM Granules) 2

layered, water permeable all-weather surface made of structural

sprayed polyurethane layer on an in-situ polyurethane bonded

rubber granulate Sub-base.Work shall include preparation of base

(to be paid seperately) before laying EPDM flooring and shall be

done as per specifications and satisfaction of authority including all

transportation, loading, unloading & fixing

2100 Sqm

26 gyser spouts with head throw of 3 M. 30 Each

27 Providing and fixing fine dressed "Karauli/Bansi Pahrapur/As

approved by Architect Kerb Stone" along with

pathway/garden/planter, taper or round with top edges in cement

mortar 1:4 including jointing with colour pigment match to stone

shade as per approved design and drawings and as per Engineer in

charge (600mmx450mmx150mm)

226 Rmt

28 Stone Panels of 75 mm thk. red sandstone (Karauli/Bansi

Paharpur/As approved by Architect) with Write up , engraved with

letters. Cost includes sand stone and engraving. Work shall be

carried upto the satisfaction of Engineer Incharge. Please refer

drawing for further details.

55 Sqm

29 Supply and fixing Jodhpur sand stone Machine cut Dash,

Coping,sill,lintel fixed in cement sand mortar 1:4

1157 Sqm

30 50 mm thk stone cladding over mehrab lintel and brickwork in in

white sandstone work up to 10m height 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 flamed finish

steel grey granite

10 Sqm

31 Reconstruction of kangoora on parapet of masonry in traditional

design and material (upto 400 mm high150mm thk approx)

45 Sqm

32 Providing and Fixing of 35 mm thk artificial grass turf for play area,

UV Stablized, with drainage holes and latex backing of superior

quality and approved manufacturer . All work shall be done as per

specifications and satisfaction of authority including all


600 Sqm

33 Providing and fixing Black Rough granite 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.Up to 1500 Cm2 Tiles

300 Sqm

34 18-22 mm thk, 600X600 mm polished pink jodhpur stone tiles 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

authority.

305 Sqm

35 100-75 mm thk stone slabs for lower level deck in budhpura stone

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

authority.

55 Sqm

36 18-22 mm thk, 300X300 mm sandblasted finish pink jodhpur stone

tiles 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 authority.

141 Sqm

37 18-22 mm thk,polished red jodhpur stone slabs 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 authority.

95 Sqm

38 18-22 mm thk,polished pink jodhpur stone slabs over 20 mm




62 Sqm

39 18-22 mm thk,150x150 mm polished kadappa stone tiles 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

authority.

56 Sqm

40 18-22 mm thk,sandblasted kadappa stone slabs over 20 mm




352 Sqm

41 Reconstruction of kangoora using stone/brick pieces masonry on

parapet of masonry in traditional design and material (upto 400 mm

high150mm thk approx)

145 Rmt

42 Providing and fixing of brass pinnacles of temple with matching

design/size (upto 450 high)as existing as per temple architecture by

machanical/ mannual system carefully in proper order and sequence

including all lift as per direction of Engineer incharge.

90 Each

43 Supplying, fixing & transporting Stone Balusters of size 150 mm x

150 mm in plan and height of 900 mm made out of Jodhpur

(Soorsagar) sandstone as per ornamental design to fixed with white

cement/epoxy mortar 1:4 including pointing in white cement mortar

1:2 (1 white cement : 2 stone dust) with an admixture of pigment,

matching the stone shade. All work as per shape, design, carvings

and proportions shown in enclosed photographs. The design shall be

approved by the authority. All work shall be done as per


transportation, loading, unloading & fixing . (As per attached

photograph)

36 Each

44 Supplying, fixing & transporting Stone Balusters of size 150 mm x

150 mm in plan and height of 900 mm made out of Jodhpur

(Soorsagar) i sandstone as per ornamental design to fixed with

white cement/epoxy mortar 1:4 including pointing in white cement

mortar 1:2 (1 white cement : 2 stone dust) with an admixture of

pigment, matching the stone shade. All work as per shape, design,

carvings and proportions shown in enclosed photographs. The

design shall be approved by the authority. All work shall be done as

per specifications and satisfaction of authority including all


photograph)

80 Each

45 Supplying, fixing & transporting 300mm high bowl stone planter in 50

mm thick Jodhpur sandstone over 600x600x1050mm stone pedestal

with top carving sandstone as per ornamental design to fixed with

white cement/epoxy mortar 1:4 including pointing in white cement

mortar 1:2 (1 white cement : 2 stone dust) with an admixture of

pigment, matching the stone shade. All work as per shape, design,





photograph)

36 Each

46 Supplying, fixing & transporting 1m dia.top, 0.75 m high bowl planter

in 50 mm thickness, in natural finish ita gold stone, with moulding

design band on mouth as per approved sample over

600x600x1050mm stone pedestal with top carving sandstone as per

ornamental design to fixed with white cement/epoxy mortar 1:4

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

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

All work as per shape, design, carvings and proportions shown in

enclosed photographs. The design shall be approved by the

authority. All work shall be done as per specifications and

satisfaction of authority including all transportation, loading,

unloading & fixing . (As per attached photograph)

9 Each

47 150 mm thk, ,1.5m high, 2m wide span stone mehrab with carving

and mouldings in 2 parts in white sandstone.All work as per color,

shape, design, carvings and proportions shown in enclosed

photographs. The design shall be approved by the authority. All work

shall be done as per specifications and satisfaction of authority

including all transportation, loading, unloading & fixing . (As per

attached photograph )

2 Each

48 Providing and Fixing of Cement Concrete Benches.All work shall be

done as per specifications and satisfaction of authority including all


photograph )

124 Each

49 150 mm thk,1.5m high, 3m wide span stone mehrab with carving and

mouldings in 2 parts in white sandstone.All work as per color,

shape, design, carvings and proportions shown in enclosed





1 Each

50 Providing and fixing Stone jali 50mm thick white sand stone

(Jodhpur/Soorsagar) as per ornamental design to fixed with white

cement/epoxy mortar 1:4 including pointing in white cement mortar

1:2 (1 white cement : 2 stone dust) with an admixture of pigment,

matching the stone shade. All work as per shape, design, carvings





85 Sqm

51 Supplying, fixing & transporting Stone JALI 75mm thick made out of

Jodhpur Soorsagar sandstone as per ornamental design to fixed

with white cement/epoxy mortar 1:4 including pointing in white

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

of pigment, matching the stone shade. All work as per shape,

design, carvings and proportions shown in enclosed photographs.

The design shall be approved by the authority. All work shall be done

as per specifications and satisfaction of authority including all


83 Sqm

52 Providing and Fixing columns-1.5 m high, 150x150mm monolithic

Jodhpur Sandstone column with bottom pedestal and top capital,

with corner moulding in Jhanki. .All work as per color, shape,





photograph )

20 Each

53 450x450mm, 7.5m long stone lintel/ beam with carving in white

sandstone.All work as per color, shape, design, carvings and

proportions shown in enclosed photographs. The design shall be




photograph )

1 Each

54 Providing and Fixing of Jodhpur (Soorsagar) Sand stone lamp posts-

300mm dia. , 2.4 m high +lamp .All work as per color, shape, design,





photograph )

20 Each

55 Providing and Fixing of Sculpture for Jhanki of size 600 x 600 mm

in plan and of 2 metre height RCC Sculpture finished with cement &

marble dust paste and painted with desired color .All work as per

color, shape, design, carvings and proportions shown in enclosed





25 Each

56 1.8 m high, 300x300mm monolithic Jodhpur Sandstone column with

bottom pedestal (450x450x150mm) and top capital

(450x450x300mm), with corner moulding in white sandstone.All

work as per color, shape, design, carvings and proportions shown in

enclosed photographs. The design shall be approved by the

authority. All work shall be done as per specifications and


unloading & fixing . (As per attached photograph )

19 Sqm

57 Providing and Fixing of pedestal for Krishna Sculpture of 2.5 M dia

and 500 mm Height at Open Air Theatre (OAT) in Jodhpur sand

stone .All work as per color, shape, design, carvings and proportions

shown in enclosed photographs. The design shall be approved by

the authority. All work shall be done as per specifications and



1 Each

58 Providing and Fixing Pedestal of size 5 x 5 metres in plan for krishna

statue in fountain and 1 metre high with top and bottom moulding in

Jodhpur Sand Stone. All work as per color, shape, design, carvings





photograph )

1 Each

59 3000x3000 mm, 750 mm high fountain in FRP material finished with

desired colour, as per design. All work shall be done as per



photograph )

1 Each

60 Providing and Fixing of Krishna sulupture at Open Air Theatre (OAT)

of size 750 x 750 mm in plan and 2 m Height RCC Sculpture

finished with cement & marble dust paste and painted with desired

color .All work as per color, shape, design, carvings and proportions

shown in enclosed photographs. The design shall be approved by

the authority. All work shall be done as per specifications and



1 Each

61 Providing and Fixing sculpture-750x750 mm, 2 M. high RCC

sculpture, finished with cement & marble dust paste and painted with

desired color, to be placed over a stone pedestal of .5 m height and

1 m dia..All work as per color, shape, design, carvings and

proportions shown in enclosed photographs. The design shall be




photograph )

4 Each

62 Providing and Fixing fountain krishna sculpture-1.5x1.5X3 Metres

RCC sculpture, finished with cement & marble dust paste and

painted with desired color. All work as per color, shape, design,





photograph )

1 Each

63 “wooden model” from jaleb chowk to pondrik udyan (old walled

jaipur city) in appropriate scale. Size -5x2 M. With enclosure of

toughened glass and fibre sheet roof.All work as per color, shape,





photograph )

1 Each

64 Removal and refixing of Electical wires & Cables (which are fixed

with structure haphazardly)

1 Lump sum

65 Providing and installation of floating Jetty of Approx Size ; 5mt x

3mtr of Capacity : 12 persons (at a time), Material specification ;

Fibre Glass cylinders, 5 nos approx, 600 mm dia approx, cheer wood

battens above fibre glass cylinders to support FRP sheet on top

Including Brass Railing on jetty(approx 400 mm high), kadas to fix

boats etc Complete in all respect (as per Engineer-incharge)to

function in the water body

1 each

66 Providing and installation of Saal Wood boat of, Approx Size ; 8.5mt

x 3mtr, of acapcity 12 persons, with several key components. Main

Structural componenets in MS and superstructure components in

saal wood. Including wooden Railing on boat(approx 400 mm high,

wooden seating 300 mm wide, Hull, the main structural component

of the boat which actually provides buoyancy for the boat etc.

Including the roughly horizontal, the deck, chambered structures

spanning the hull of the boat. This includes the water proofing of boat

with suitable material, kadas to fix wooden rows (2 nos.). The boat

will be finished with polish and paint in wooden colour, aesthetically

treated with boat head in traditional design.Complete in all respect

(as per Engineer-incharge)to function in the water body

1 each

67 Supply of vertical Stream Jet Nozzle should be made of brass with

chrome plated and ball joint set for the precision effect.

16 each

68 Supply of programmable colour changing LED based lights should

be made of aluminium alloy body with SS fasteners and the color of

luminary is black (powder coated) nozzle mounted lights

10 each

69 Supply of programmable color channging Controller for LED lights as

per direction of engineer in charge.

10 each

70 Supply of monosubmersible pumpset of .5 HP AC three phase

380/440 volt, 50 cycle, supply bolt, suction stainless steel mesh

cover filter with foundation bolts.

1 each

71 Supply of double door weather proof type panel box suitable for 10

HP pumps of steel sheet (16 SWG) enclosure with front door back

wall mounting type with detachable bottom plate with provision for

incoming & outgoing cable, red oxide under coat and paint

2 each

72 Supply of FRP water filter suitable for 16500 Lph. Of 750 mm dia

size and for a velocity of 40 lph. alongwith all accessiries, media and

top mounted multi port valve complete as per specifications.

1 each

73 Supply of monosubmersible pumpset of 1.5HP (For filtration unit )AC

three phase 30 380/440 volt, 50 cycle, supply bolt, suction Nos. 2

stainless steel mesh cover filter with foundation bolts.

3 each

74 Gyser spout-central fountain-6m head jet .Nozzle should be made of

brass with chrome plated and ball joint set for the precision effect.

1 each

75 Preparation of mounds of various size and shape by available

excavated/surplus/earth in layers not exceeding 20 cm in

depth,breaking clods, watering of each layer, dressing etc.lead upto

50 meters and lift upto 1.5 m as per direction of officers in charge.

600 Cum

76 Supply and planting following in poly bags / earthen pots well

branched, well established & free from disease of ground covers at

site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil

with decayed farm yard/sludge manure,backfilling the hole watering

etc as required.

77 Alternathera bicolor 100 Sqm

78 Alternathera tricolor 100 Sqm

79 Alternathera golden 100 Sqm

80 Wedelia trilobata 300 Sqm

81 Setcreasea Purpurea 270 Sqm

82 Stenotapharum secandatum 940 Sqm


branched, well established & free from disease of 300 mm min.

height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in

the ground, mixing the soil with decayed farm yard/sludge manure,

backfilling the hole watering etc as required. This includes Supply &

Plantation of shrubs including mortality replacement, loading -

unloading transportation and maintenance for 30 days after planting

the plants

84 Golden duranta 300 each

85 Stachytarpheta indica 130 each

86 Clerodendrum inerme 350 each

87 Asparagus densiflorus 'Myriocladus' 260 each

88 Euphorbia milii 343 each

89 Lantana camara "red" 1400 each

90 Lantana camara "yellow" 1435 each

91 Alternanthera versicolor 2660 each

92 Russelia juncea 20 each

93 Ocimum tenuiflorum 25 each

94 pendanus 100 each



height creepers at site in 0.45 m dia holes, 0.45 m deep dug in the

ground, mixing the soil with decayed farm yard/sludge manure,

backfilling the hole watering etc as required. This includes Supply &

Plantation of shrubs including mortality replacement, loading -

unloading transportation and maintenance for 30 days after planting

the plants

96 Jasminum grandiflorum 30 each

97 Thunbergia alata 10 each

98 Petrea volubilis 30 each

99 Allamanda violacea 30 each

100 Antigonon leptopus 30 each

101 Bougainvillea var. 100 each

102 Clerodendrum thompsonae 10 each

103 Thunbergia mysorensis 10 each


branched, well established & free from disease of 600 mm min.water

plants at site.

105 water lily blue 30 each

106 water lily pink 43 each

107 water lily white 15 each

108 water lily yellow 20 each

109 lotus 10 each

110 typha grass 40 each


branched, well established & free from disease of 600 mm

min.height shurbs at site in 0.45 m dia holes, 0.45 m deep dug in

theground, mixing the soil with decayed farm yard/sludge

manure,backfilling the hole watering etc as required.

112 Furcraea gigantia with 10-12 leaves 50 each

113 Agave geminiflora with 10-12 leaves 20 each

114 Agave angustifolia 150 each

115 ixora coccinea 'Magnifica' red 55 each

116 thryllus glauca 140 each

117 Yucca green 10 each

118 Yucca variegata 30 each

119 Plumbago auriculata 345 each

120 Allamanda schottii 150 each

121 Pennisetum setaceum "red" 750 each

122 Pennisetum setaceum "green" 750 each

123 Ficus panda 70 each

124 Thevetia peruviana 100 each

125 Nerium oleander 'carnea' 100 each

126 Thuja 150 each

127 Amarylus lily 260 each

128 Cestrum nocturnum 80 each

129 Cyperus alternifolius 40 each

130 Jasminum sambac 180 each

131 Hemerocallis fulva 220 each

132 spider lily 760 each

133 Munja 15 each

134 Vetiver 20 each

135 Tecoma gaudichaudi 235 each

136 Tabernaemontana coronaria 100 each

137 Nikodevia 70 each

138 Supply and planting following species best quality container grown

healthy trees of 2 mt. min. height, well established & free from

disease at site in 0.90 m dia holes, 1 m deep dug in the ground,

mixing the soil with decayed farm yard/sludge manure, backfilling the

hole watering etc as required.

139 Plumeria alba ( Champa) 100 each

140 Gulmohar(Delonix regia) 100 each

141 Neem(Azadirachta indica 20 each

142 Jacaranda mimosifolia (Neelli Gulmohar) 100 each

143 Mangifera indica (Mango) 40 each

144 Quis quallis indica ( Madhu Malti) 40 each

145 Morning glory (Ipomea) 50 each

146 Vernonium ( Parda Bel) 50 each

147 Bougain villea 200 each



height plants at site in 0.60 m dia holes, 1 m deep dug in the ground,

mixing the soil with decayed farm yard/sludge manure,backfilling the

hole watering etc as required. This includes Supply & Plantation of

shrubs including mortality replacement, loading - unloading

transportation and maintenance for 30 days after planting the plants

149 Adenium obesum (pot) 20 each

150 Hamelia patens 490 each

151 Hibiscus var. 500 each

152 Murraya exotica 770 each

153 Caesalpinia pulcherrima 'red' 660 each

154 Caesalpinia pulcherrima 'yellow' 660 each

155 Ficus black prince 855 each

156 Euphorbia leucocephala 30 each

157 Erythrina blackei 100 each

158 Excoecaria bicolor 100 each

159 Musa 80 each

160 Washingtonia filifera 16 each

161 Thrinax parviflora 50 each



disease at site in 0.90 m dia holes, 1 m deep dug in the ground,





163 Jacaranda mimosifolia 15 each

164 Plumeria rubra 15 each

165 Plumeria alba 46 each

166 Butia monosperma 10 each

167 Bauhinia variegata 20 each

168 Callistemon 10 each

169 Cassia fistula 18 each

170 Nyctanthes arbor-tristis 20 each

171 Buddha belly bamboo 50 each

172 Lagerstroemia Speciosa 154 each

173 Phyllanthus emblica 20 each

174 Aegle marmelos 10 each

175 Erythrina variegata 32 each



disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground,





177 Albezia lebbek 20 each

178 Azadirachta indica 20 each

179 Delonix regia 30 each

180 terminalia catappa 34 each

181 Bombax ceiba 22 each

182 Crateva religiosa 10 each

183 Ceiba speciosa 55 each

184 Cassia javanica 6 each

185 Ficus bengalensis 6 each

186 Holoptela intergrifolia 20 each

187 Madhuca longifolia 20 each

188 Mitragayna parviflora 80 each

189 Pongamia glabra 32 each

190 Peltophorum pterocarpum 16 each

191 Syzygium cumini 24 each

192 Terminalia bellirica 20 each

193 Tabebuia aurea 20 each

194 Tabebuia impentiginosa 24 each

195 Bambusa vulgaris 250 each

196 Seeds packets of seasonal flowers having weight of 20 gms 250 each

197 Planting permanent hedges including digging of trenches, 60 cm

wide and 45 cm deep, refilling the excavated earth mixed with

farmyard manure, supplied at the rate of 4.65 cum per 100 metres

and supplying and planting hedge plants at 30 cm apart.

1250 Meter

198 Maintenance of Hedge for Two year 625 Meter

199 Surface dressing of the ground including removing vegetation and

inequalities not exceeding 15cm deep and disposal of rubbish lead

up to 50 Mtr. and lift up to 1.5 Mtr.:

All kinds of soil

17000 Sqm

200 Trenching in specified soil upto a depth of 60 cm. including removal

and stacking of serviceable materials and then disposal by spreading

and neatly leveling within a lead of 50 metres and making up the

trenched area to proper levels by filling with earth or earth mixed with

sludge or/and farm-yard manure before and after flooding with water

(excluding cost of imported earth and sludge or farm-yard manure).

2000 Cum

201 Supplying and stacking good earth at site of work.

Note: 1) Loading, unloading and carriage to be paid extra as per

actual lead.2) Earth measured in stacks will be reduced by 20% for

payment

1000 Cum

202 Carriage of earth, moorum etc with lead up to 5 Km including loading

unloading etc complete

1000 Cum

203 Spreading of sludge farm yard manure or/ and good earth in required

thickness (cost of sludge, farm- yard manure or/and good earth to be

paid for separately).

1000 Cum

204 Providing and Fixing high quality CCTV cameras as approved by

the engineer Incharge. PTZ 1/3"" Progressive Scan CMOS

1280x720/1920x1080 23X Optical Zoom dNR, Smart IR DWDR

Upto 100 mI R distance 3D intelligent positioning function1/3’’

Progressive Scan CMOS Min. Illumination Colour: 0.05Lux@(

F1.6,AGC ON);B/W: 0.005Lux@( F1.6,AGC ON), 0 Lux with IR

Max. Image Resolution 1280 ×720Range Pan:360°endless; Tilt: -

15°~90°(Auto Flip). Picture attached

6 each

205 Providing and Fixing high quality CCTV camerascertified by CE, FCC

& ROHS. 1.3 Megapixel high-performance CMOS Turbo HD output,

up to 720P resolution.True Day/Night with Smart IR Up to 20m IR

distance for normal IP66 weatherproof.Picture attached

10 each

206 16 Channel DVR with HDMI and VGI input, remote viewing access,

enabled with PIP and DDNS, enabled with analog, HD and IP

cameras.Picture attached

1 each

207 Hard disk of 4TB for recording 1 each

208 12 Volt 8 Amps Power Supply 2 each

209 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 entire ciil work

including 75 mm thick PCC in foundation, RRM stone masonary in

Foundation in Ratio 1:4 and durable enamel paint above MS Pole

and complete finishing as per the satisfaction of Engineer Incharge.

Please refer drawing and Solar lamp images for details.

135 each

210 Providing and Fixing of Signage 1 as per the attached drawing. The

work shall include excavation for foundation and laying of 100 mm

thick PCC in 1:4:8 and RRM masonary in Foundation and plinth in

cement mortar 1:6, with a deep grooved pointing in exposed portion.

75 mm thick red Karauli stone at top for coping as shown in the

drawing. Different portions of Bansi Paharpur stone polished as well

as sand blasted and engraved Jaali are to be provided and fixed as

shown in the drawing. This complete work shall be carried upto the

satisfaction of Engineer/ Architect Incharge.

16 Each

211 Signage-1, Signage Text as per the approved design shall be

engraved over Bansi Paharpur stone as per the satisfaction of

Engineer Incharge.

6000 Per Cm

Height per

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