RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED, JAIPUR...

RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED, JAIPUR

(WORKS DIVISION)

TENDER DOCUMENT (Technical Bid)

E-Tender (NIT No.) 05/2016-17 (A -4)

Name of work:- Refurbishment, Restoration and and

Conservation Works at Bramha

Temple,Pushkar ( Conservation,

traditional Garden Development,

Gowshala and toilet works)

Restoration Conservation work Stained Gss/Mirror

Signature of Contractor with seal & address

2

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)

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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 cash or deduction to be made from

running bills. (2) Time allowed for the work to be reckoned from the 10th 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 cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract.

Signature of Contractor The above tender is hereby accepted by me..

General Manager-Works,

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

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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.

Signature of Contractor

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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.


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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.


General Manager-Works,

7

SPECIAL CONDITIONS OF CONTRACT

1. The Technical bid will be opened first on the day mentioned in the NIT, Bidders will be

evaluated as per norms set for qualification in Technical bid and Financial bids of only

those bidders will be opened which were qualify in the technical bid.

2 Contractors bidding for the work should be reputed experienced contractors fulfilling the

requirements laid down in the NIT and well versed and working in the field. Only those

bidders will be considered qualified in the Technical bid who have executed similar works

to the tune of at least 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

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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 of similar type and magnitude completed in last 5 years by the tenderer

in Schedule II (Photocopy to be made out of schedule).

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

made out of schedule).

c) Details of technical, supervisory personnel and master craftsman/ craftsman which he

proposes to utilize for this work in Schedule IV. (Photocopy to be made out of schedule).

d) Details of plant and equipment proposed for use in the work in Schedule V. (Photocopy

to be made out of schedule).

e) The bidder should demonstrate that they have adequate financial resources (Over draft/

Credit Limit/ letter from bank).

22. Bid capacity:

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

capacity as under: -

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

including current year (updated to the current price level) extracted from schedule II which

will take into account the completed and on going works.

(b) Value of the existing commitments, works (complete or partial) to be completed in the

coming 12 months (up dated to the current price level). Extracted from schedule III

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

A=Maximum value of works executed in any one year during the last five years (updated

to present price level) taking into account the completed as well as works in progress.

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

herein (in years)

B=Value, at present price level, of existing commitments and on going works (at hand) to

be executed during "N" period.

The bidder will be post qualified only if his bid capacity is equal or more than the cost of

work in question. No contract may be awarded to bidder lacking the financial and technical

resources to undertake the work. The decision of General Manager (Works) Rajasthan

Tourism Development Corporation Ltd, Jaipur in this regard will be final and binding.

NOTE -The present price level for turn over, cost of completed works and amount of similar nature works (of a value at least 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.

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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

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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)

12

SCHEDULE-I

FINANCIAL RESOURCES AND CAPABILITY

(PURSUANT TO CLAUSE 26) 1. Name of Applicant

2. Name of Partner/ Director

3. Capital

(a) Authorised

(b) ii

4. (a) WhetheCategory of Enlisted in Govt.

(b) Details Details of the work completed and 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)


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

THE APPLICANT IN LAST FIVE YEARS IN INDIA

(Pursuant to Clause 26)

S.No. Na

me

of

wo

rk

Place

&

State

Tende

r

awardi

ng

Agenc

y

Tende

red

Cost

Stipulate

d time of

Complet

ion

Time in

which

complete

d

Date

of

com

pleti

on

Reaso

n for

Delay

Principa

l

features

of work

done

Value of

work done

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


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

APPLICATION IN INDIA

(pursuant Clause 26) Work on Hand Work tendered for S.No. Nam

e of

work

Plac

e &

Stat

e

Tende

r Cost

&

Date

or

award

Stipulated

period of

Completio

n

Cost of

work

remainin

g to be

executed

Antic

ipate

d

Date

of

comp

leted

Estimate

d cost

(Rs. In

Lakh)

Date

when

decisio

n

expect

ed

Stipulate

d Date

period of

Complet

ion

Remar

ks

1 2 3 4 5 6 7 8 9 10 11

Year

Year

Year


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SCHEDULE- IV

Details of Key Personnel intended to be employed for this work

(use separate sheet if necessary)

(Pursuant to clause 26)

S. No. Name of Person Qualification Designation Experience Work to be

put on

A. Technical Personnel

(1)

(2)

(3)

(4)

B. Administrative Personnel

(1)

(2)

(3)

(4)

C. Master Craftsmen

(1)

(2)

(3)

(4)

D. Craftsmen

(1)

(2)

(3)

(4)

E. Any other (1)

(2)

(3)

(4)


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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.


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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 REPAIRED 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

GENERAL MANAGER-WORKS, RTDC

LTD., JAIPUR

18

Rajasthan Tourism Development Corporation

Name of work :Refurbishment, Restoration and and Conservation Works at Bramha Temple,Pushkar ( Conservation, traditional Garden

Development,Gowshala and toilet works)

(Based on PWD BSR CIVIL/Electrical Ajmer Circle - 2013 and item rates)

SCHEDULE -"G"

GENERAL ABSTRACT

SNO WORK AMOUNT

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

11,321,416.23

2 PART B- SANITARY WORKS BASED ON PWD BSR CIVIL 2013- AJMER CIRCLE

665,539.00

3 PART C- HORTICULTURE BASED ON PWD BSR CIVIL 2013- AJMER CIRCLE

199,930.00

4 PART D- ELECTRICAL WORKS PWD BSR ELECTRICAL 2013- AJMER CIRCLE

548,618.20

5 PART E-NON BSR ITEMS ( CIVIL AND ELECTRICAL)

GRAND TOTAL

I /we hereby agree to execute the work

PART "A" @ In figures % Above /Below In words .....................................% Above /below

Signature of the Contractor General Manager Works

With Full Postal Address RTDC Ltd. Jaipur

19



(Based on PWD BSR Ajmer Circle - 2013)

PART 'A'- CIVIL WORKS

QTY SL

No Specification Unit Rate

Amount

1

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter: All kind soil

Cum 127 618.00 78,486.00

2

Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. Cum 61 478.00

29,158.00

3

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

Cum 640 274.00 175,360.00

4

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 100Sqm

437.00 192.79

84,249.23

5

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

M15 grade Nominal Mix (with graded stone aggregate 20mm nominal size). Cum 3438 143.00

491,634.00

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregates 40mm nominal size) Cum

2,218.00 694.00

1,539,292.00

6

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

Cement Mortar 1:3 ( 1-Cement : 3-Sand).

Cum 2193.00 314.00 688,602.00

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

Cement Mortar 1:3 ( 1-Cement : 3-Sand). Cum 2686 413.00

20

1,109,318.00

8

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

M20 grade Nominal Mix (with graded stone aggregate 20mm nominal size) Cum 4543 44.00

199,892.00

9

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

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

M20 grade Nominal Mix Cum 5196 113.00

587,148.00

10

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

M20 grade Nominal Mix Cum 5138 107.00

549,766.00

11

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basement rafts, footings, straps beams, bases of columns etc. upto plinth level. Sqm 115 483.00

55,545.00

12

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

Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam etc. Sqm 222 1700.00

377,400.00

Columns, pillars, posts and struts etc Sqm 189 11.00

2,079.00

21

13

Providing and fabricating reinforcement using steel of SAIL/VIZAK-RINL/TATA TISCON/ESSAR/ZINDAL VIJAINAGAR IS: 1786-1986 for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.

6632.00

Thermo-Mechanically Treated bars (Conforming of relevent IS code) Kg 78 6088.00

474,864.00

14

Half brick masonry in foundation & plinth using bricks of designation 75 in low cost Shree binder sand morter 1:3(for non load bearing walls) :-Cement morter 1:4(1 cement : 4 coarse sand) Sqm 378 44.00

16,632.00

15

Add extra over item No. 14 for half brick masonry in superstructure upto third story including cost of norminal hoop reinforcement (2 Nos. ,6mm Ø M.S. bar at every fourth course). Sqm 50 44.00

2,200.00

16

Polished Blue Kota Stone flooring skirting, laid over 20mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete : For area of each slab from 2001 to 5000 Sq.Cm :

30mm thick slab Sqm 988 171.00

168,948.00

17

Rough chisel dressed stone flooring over 20mm (Av.) thick base in CM 1:6 including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15mm :

45mm thick red sand stone Sqm 385 3450.00

1,328,250.00

18

Providing and laying damp-proof course with cement concrete grade M-15 (1:2:4) mortar prepared with 1% solution of water-proof compound including two coats of hot blown bitumen (2Kg. Per Sqm) complete as per specification with glass strip 3mm thick at a distance of 1m interval :

75mm thick. Sqm 338.00 20.00

6,760.00

19

Applying one coat industrial grade bitumen of penetration 25/85 of approved quality using 1.70 kg. per Sqm on Damp Proof Coarse after cleaning the surface with brushes and finally with a piece of cloth slightly soaked in kerosene oil. Sqm 103 808.00

83,224.00

22

20

Providing and fixing 50mm dia G.I. Medium 'B' class railing with two horizontal pipes and 1.5 Mtr long vertical pipe 1.5Mtr centre to centre with all accesBSRies, like elbows, tees etc, including welding, thereading and embedding in cement concrete 1:2:4 block of size 30X30X40cm with 2 Nos angle iron 25X25X5mm size holdfast complete as per drawings.

Rmt 1651 49.00 80,899.00

21

Supplying and fixing of steel doors, with frame of hollow metal pressed section 105 X 60mm as per I.S.I. 1.25mm thick with double sheet shutter 1.00mm thick M.S. sheet to spot welded and embosed with rib type design on both sides, front side vertical and back side horizontal and spot welded including holdfasts of (15x3mm),M.S. oxidized fitting such as butt hinges slidingdoors bolts,handels,tower bolts etc. complete in all respects as per drawing and specifications including applying priming coat of aproved steel primer. Sqm

1,734.00 34.00

58,956.00

22

Supplying and fixing of Steel windows made out (65 x 40mm), hollow metal pressed section of 1.25mm thick sheet F7 standard rolled section conforming to IS 1038 with wholly openable shutter of 0.80 mm thick (out side & inside) opening C.R. sheet embossed panels, joints matted and flush welded with suitable hinges, steel lugs Sz. screws with approved oxidized steel handles, fittings, peg stays (casement stays) etc. complete in all respect including providing 10mm square M.S. bars 10cm. C/C and applying priming coat of red oxide paint.

Sqm 2,260.00 20.00

45,200.00

23

Supplying fixing of M.S. louvered ventilators made out of 65 x 40mm hollow metal pressed section 1.25mm thick sheet wid louver 60mm wide, 1.25m111 thick at angle of joints mitred and flush welded with suitable steel lugs etc. complete including applying priming coat of red oxide paint.

Sqm 2,020.00 10.00

20,200.00

24

providing and fixing steel gate,grating and grills made of angles,tees,squre bars flats or blackpipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. kg. 83.00 550.00

45,650.00

25 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :

20mm thick Sqm 161 1905.00

306,705.00

23

6mm thick cement plaster to ceiling of mix 1:3 (1cement : 3 fine sand) Sqm 105 454.00

47,670.00

26

Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade :

New steel work (two or more coats)

Sqm

40 137.00 5,480.00

Old steel work

Sqm

37 37.00 1,369.00

27 Painting with oil type wood preservative of approved brand and manfacture:

New Work Rmtr.

15.00 60.00

900.00

Old Work Rmtr.

11.00 210.00

2,310.00

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

Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. Sqm 82 580.00

47,560.00

29

Applying Exterior Emulsion Paint like ACE, APEX or equivalent brand and manufacture of required shade to give an even shade including all scaffolding on prepared surface. (excluding water primer)

New Work (Two or more coats) Sqm 119 530.00

63,070.00

30

Applying one coat of Asian Paints DECO Primer (Water thinnable) of approved brand & manufacture i/c scrapping by sand papering and preparing the even surface on wall/wall putty as base for ACE, APEX or APEX ULTIMA. i/c all scaffolding.(New Surface) Sqm

24.00 1491.00

35,784.00

31

Providing cement based water proofing treatment to RCC Roof with brick bats 25mm to 100mm in CM 1:4 (1-Cement : 4 - Sand) the under layer being 20mm thick bed plaster of cement sand mortar 1:6 with neat cement punning @ 3 Kg/sqm including cleaning of RCC surface and adding of water proofing compound at all stages at 2% of weight of cement including curing etc. complete in all respect finishing with 20mm thick cement sand mortar of mix 1:4 mixed with water proofing compound. Sqm 385 71.00

27,335.00

32

Making khurras 450X450mm with average minimum thickness 50mm cement concrete 1:2:4 over PVC Sheet 1 MtrX1MtrX40micron finished with 12mm cement plaster 1:3 and one coat of neat cement, rounding edges and making and finishing the outlet complete. Each 91 11.00

1,001.00

24

33

Providing and fixing 30 to 40mm thick stone chajjas in cement sand mortar 1:4 including making gola at junction with wall in cement concrete M-15 grade (1:2:4 nominal mix), drip course

20mm thick plastering in CM 1:6 on both faces Sqm 645 9.00

5,805.00

34

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

Sheesham wood Grade - I Cum 102242 2.00

204,484.00

35

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

40mm thick Decorative Teak Veneer one sides Sqm 2050 16.00

32,800.00

36

Providing and fixing partly panelled and partly glazed with 4mm plain glass double leaf shutters for windows and ventilators are as per approved design and drawings with approved steel fittings as per Aneexure "A" and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading of 25mmX15mm size on both faces :

30mm thick Nigeria teak wood grade-I Wood grade-I panels Sqm 2005 6.00

12,030.00

37 Add extra in Flush doors :

For external teak wood lipping on flush door 40mmX6mm Rmt 50 48.00

2,400.00

Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured) Decorative type door Sqm 267 16.00

4,272.00

38

Add extra for providing Nigeria/Ghana Teak wood grade-I movable louvres instead of glazing in Nigeria/Ghana Teak wood shutters for fully panelled, partly panelled & fully glazed Sqm 410.00 6.00

2,460.00

39 French sprit polishing :

Two or more coats on new work including a coat of wood filler.

Sqm 128 44.00

5,632.00

40 Providing other types of fittings :

Brass fittings (Bush or Equi.) Partly paneled and partly glazed item

Sqm 200 44.00

8,800.00

25

41

Marble stone flooring table rubbed, 18mm thick over 20mm (Av.) Thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1white cement 2 marble dust) with pigment to match the shade of marble dust ) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.

Sqm

801 Cm² to 1500 Cm² Tiles

Sqm 1,872.00 350.00

655,200.00

42

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 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing & polishing of :

Green/Black/Other granite Above 3601 cm2 slabs Sqm 4260 326.00

1,388,760.00

43

Extra for providing edge moulding to 18mm thick marble stone counters, vanities etc. over item No. 7.1 & 7.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

Granite Work Metre 216 59.00

12,744.00

44

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

Each Opening 26.00 8.00

208.00

45

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 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).

Catogary-A : Kajaria, Johnson, Somani, Orient make. Sqm 763 180.00

137,340.00

26

46

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying Polymer modified cementious slurry mixed with Armour cerate of M/s The Structural Water Proofing Company Pvt Ltd Or Tapecrete of M/s Cico Engineer Service or Hydro Proof of Fosroc consisting of appearing : I) first layer of slurry of cement @ 0.488 kg/sqm mixed with Armourcrete or Tapecrete @0.253 kg//sqm .This layer will be allowed to air cure for 4 hours. II) Second layer of slurry of cement @ 0.242 kg/sqm mixed with Armourcrete or Tapecrete @ 0.126 kg/sqm This layer will be allowed to air cure for 4 hours followed by water curing for 48 hours. The rates includes preparation of surface treatment & sealing of all joints ,corners, junction with polymer mixed slurry.

Sqm 135 71.00 9,585.00

TOTAL OF BSR WORKS CIVIL

11,321,416.23

27




PART - 'B'- SANITARY WORKS

QTY SL

No Specification Unit Rate

Amount

1

P & F European type white glazed vitreous china 1st quality W.C. (IS : 2556 Mark) including cutting and making good the wall and floor. Wall Mounting (extended) Each 3042.00

4.00 12,168.00

2 P & F water closet Seat Covers with brass hinges complete : Solid PVC (IS 2548 marked) grade-I White for EWC. Each 451.00

4.00 1,804.00

3 P & F C.P lugs for toilet seat cover Pair 80.00

4.00 320.00

4 P & F vitreous china P trap of approved quality Each 243.00

4.00 972.00

5 P & F White glazed Conversion Bend for W.C. from P trap to S trap. Each 199.00

4.00 796.00

6

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 :

Size 550 mm x 400 mm for counter top Each 2025.00

6.00 12,150.00

7

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.:- Other sizes Sqm. 949.00

4.32 4,099.68

8

P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.:- Flat Back (large) or half stall size 610x400x80mm. Each 2586.00

3.00 7,758.00

9

P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.:- Makrana II quality marble having light spots. Each 922.00

2.00 1,844.00

10

P & F Automatic Flushing Cistern of first quality (IS : 774 mark) of approved make fitting, siphon with copper tube, C.I. brackets complete including cutting and making good the wall.:- WVC (as per IS : 2556) 15 litres. Each 1153.00

4.00 4,612.00

11 P & F C.P. brass Urinal Flush Pipe set complete with flanged brackets of approved make. :- For 3 Each 803.00

3.00 2,409.00

28

Urinal

12 P & F C.P. brass Urinal Spreader for stall urinal of approved make. Each 382.00

3.00 1,146.00

13 P & F C.P. brass Doom Waste Coupling 32 mm dia. Each 382.00

4.00 1,528.00

14 P & F C.P. Brass flush Valve with C.P. flush bend of approved make.:- Push type with Elbow 32 mm dia Each 2700.00

4.00 10,800.00

15 P & F Bottle Trap of approved make :- C.P Brass 32 mm Each 511.00

8.00 4,088.00

16 P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. Each 292.00

4.00 1,168.00

17

Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge Two way Bib Cock 15 mm nominal size (for jet spray) Each 1209.00

4.00 4,836.00

18 P& F waste Coulping with fittings of approved quality /make: C.P Brass 32 mm dia Each 138.00

8.00 1,104.00

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

C.P. brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty). Each 531.00

2.00 1,062.00

20 C.P. brass towel rail with brackets 600 x 20mm. Each 391.00

2.00 782.00

21 P & F Grating of approved quality/make:

Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make Each 64.00

11.00 704.00

22 Square 150 x 150 x 8mm. (Anti Cockroach) Each 231.00

11.00 2,541.00

23 P & F Toilet Paper Holder with rod of approved quality/make:- C.P. brass heavy & Superior quality. Each 212.00

4.00 848.00

24 P & F Liquid Soap Container with brackets complete of approved make: C.P. brass Each 151.00

2.00 302.00

25

P & F Pilllar Cocks (IS :8934 Mark) of superior quality and approved make: C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore. Each 768.00

6.00 4,608.00

26 Providing & fixing C.P brass bib cock of approved quality conforming to IS :8931 :- 15 mm nominal bore Each 572.00

4.00 2,288.00

27

Providing and fixing Mixing Range 15mm nominal bore. :- C.P. One hole/close hole basin mixer with casted spout. Each 1815.00

4.00 7,260.00

28

P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. :- C.P. Inlet connection 15mm.Brass (IS : 8931 marked) Each 432.00

16.00 6,912.00

29

P&F on wall face A.C pipes (IS : 1626 part -I mark) of approved make with wooden plugs and make M.S clamps , joining with spun yard soaked in bitumen and C.M 1:2 complete including making good the wall :

100 mm dia Rmtr.

105.00

620.00 65,100.00

29

30

P&F A.C fittings (IS : 1626 part -I mark) of approved quality/make with spun yarn soaked in bitumen & C.M 1:2 : 100 mm

Cowel Each. 47.00

12.00 564.00

Socket

Each. 17.00 30.00 510.00

Offset Each. 68.00

15.00 1,020.00

Shoe Each. 31.00

10.00 310.00

With Door Bend Each. 56.00

8.00 448.00

With Door Tee Each. 63.00

20.00 1,260.00

31

P & F Sand Cast iron (S.C.I) pipe (IS : 1729 mark)of approved make in wall of in floor with M.S holder bat clamps in 10x10x10 cm . M-15 grade concrete blocks, joints filled with CM 1:4 with Spun Yarn including cutting holes and making good the wall:

75mm dia Metre 578.00

1.00 578.00

100mm dia Metre 665.00

64.00 42,560.00

32 P &F S.C.I. Fittings (IS : 1729 mark) in CM 1:4 with spun yarn.

Offset

100mm dia Each 425.00

2.00 850.00

Socket


2.00 386.00

Cowel


2.00 550.00

Tee


2.00 850.00

Bend


5.00 1,575.00

33

P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. :- Trap size 150 X 100mm,7.2 kg CI cover with frame internal chamber size 300mmX300mm Each 792.00

2.00 1,584.00

34

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, Each 13783.00

2.00 27,566.00

30

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 :- Depth upto 1.5M

35

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.:- size 450 x 450mm depth upto 0.5 M Cement cover with frame Each 1621.00

2.00 3,242.00

36

P & F Sand –cast Floor Trap (Nahni) of (IS:1729 mark) of approved quality/make with socket down or hinged grating including cutting and making good the floor.:- 100 x 100mm Each 421.00

11.00 4,631.00

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

100mm dia 0.98 kg Pig lead Each 129.00

15.00 1,935.00

38

P & 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 : 'B Class Internal work- Concealed on wall

15mm nominal bore B class Metre 141.00

10.00 1,410.00

20mm nominal bore B class Metre 172.00

30.00 5,160.00

39

P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 'B' Class

20mm dia Pipe B class Metre 170.00

17.00 2,890.00

25mm dia Pipe B class Metre 226.00

120.00 27,120.00

40 P & F G.I. Pipes (External Work) with G.I. Fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.

50mm dia nominal bore "A" Class Mtr.

397.00

348.00 138,156.00


338.00

150.00 50,700.00


182.00

150.00 27,300.00

41 Making connection of G.I. distribution Branch with G.I. main including all Fitting.

Beyond 25mm & upto 100mm dia Each 332.00

1.00 332.00

42 Providing & fixing 15mm dia connection Each 108.00 1,080.00

31

pipe of approved quality make :- pvc pipe with cp brass nuts upto lenth 450mm length.

10.00

43 P & F Gun-metal Full-way Valve (IS:778 Mark) or wheel valve of approved make :

Gun metal 25mm nominal bore Each 702.00

152.00 106,704.00

Gun metal 40mm nominal bore Each 1065.00

8.00 8,520.00

Gun metal 50mm nominal bore Each

1,375.00

8.00 11,000.00

44 Providing and fixing Bitumen Paint Coating over G.I. Pipes Complete as per Specifications. –

15 mm dia Rmt. 1.20

10.00 12.00

20 mm dia Rmt. 1.40

47.00 65.80

25 mm dia Rmt. 1.90

270.00 513.00

40mm dia Rmt 2.75

350.00 962.50

45

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:

1000 litres capacity. Each 5437.00

5.00 27,185.00

TOTAL OF BSR WORKS 665,539.00

32


Name of work :Refurbishment, Restoration and and Conservation Works at Bramha Temple,Pushkar ( Conservation, traditional Garden Development,Gowshala and

toilet works) (Based on PWD BSR Ajmer Circle - 2013)

PART - 'C'-HOTICULTURE WORKS

SL

No Specification Unit Rate QTY

Amount

1 Supply of dry manure including loading, unloading, transportation & stacking at site.

Goat dungmanure Cum

500.00

95.00

47,500.00

2 Supply & Stacking good earth at site complete including loading unloading & transportation etc. Cum

75.00

1,054.00

79,050.00

3

Supply of different varities of tree/shrubs/climbers according to height and age of the plant at site including loading/unloading & transportation etc. complete :

Different flowing plants 900mm to 1500mm Each

40.00

753.00

30,120.00

4

Supply of different varities of bougainvillea in poly bags/earthen pots according to height growth & age of plant at site including loading/unloading & transportation etc. complete :

Local variety of bougainvillea 600 mm to 900mm

5

Digging pits in ordinary soil & refilling the same with the excavated earth mixed with manure in the ratio 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%, 1 parts of stacked volume of manure after reduction by 8%) flooding with water and dressing including removal of surplus earth (Cost of manure or extra good earth if needed to be paid separately) pit dia 60 cm X 60 cm deep. Each

10.00

532.00

5,320.00

6 Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately) Cum

4.00

485.00

1,940.00

7

Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure or extra good earth to be paid separately) Maintenance of lawns for 30 day or more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.

In rows 5 Cms. Apart in either direction 100 Sqm

2,000.00

18.00

36,000.00

TOTAL OF HORTICULTURE WORKS

199,930.00

33





PART 'D'-ELECTRICAL WORKS

SL

No Specification Unit Rate QTY Amount

1

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)

SQ.Mtr. 2752.0 1.6

4,403.20

Supplying and fixing of Aluminium / Copper bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves.

2 Electrolytic grade Aluminium bus bar Kg. 420.0 10

4,200.00

SF of (0-500) V range Volt meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required.

3 Digital type Each 1100.0 1

1,100.00

4

SF of CT operated direct reading type Ampere meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required.

Digital type

Below 500 A Each 1100.0 1

1,100.00

5 SF of Current Transformer , with all necessary support in existing panel including connection etc. as required .

up to 150 / 5 Ratio , 5 VA , class 1 accuracy Each 306.0 3 918.00

6 SF of selector switch of 10 A for voltmeter (4 position ) including making connection etc. as required . Each 228.0 1

228.00

34

7 SF of 110/220 V, LED (22.5 mm dia ) Indicating lamp with integral circuit, terminal block, including connection etc. as required.

Red/yellow/Green colour Each 150.0 3

450.00

8 P & F push button actuators and integral contact block of dia. 22.5 mm including making connection etc. as required.

Luminous type Red , Yellow, Green, Amber Each 171.0 3 513.00

9

P&F of 110 - 240 V, AC, 1 ph. , 2 W Astronomical time switch with surge suppressor, memory card, Sunrise / Sunset selectable, software for programming including making connection, etc. as required Each 7567.0 1

7,567.00

10

SITC of quick make and quick break 3 pole current limiting MCCB having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 60947-2 / IEC 60947-2 with front face and centralised adjustable, line load interchangeability, having positive isolation capability, provision for UVR , shunt trip , earth fault trip, push ( test ) to trip, including making connections with lugs & spreaders, etc. as required.

With Thermal Magnetic release

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

Each 4782.0 1.0 4,782.00

11

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.

Double pole MCB

6 A to 32 A rating Each 401.0 18.0

7,218.00

12 Four pole MCB

6 A to 32 A rating Each 918.0 6.0

5,508.00

13

P&F bus bar chamber housed in sheet metal box made out from 1.2 mm thick powder coated CRCA sheet front openable bus bar made out of aluminium or wrought aluminium alloy suitable for 200 amp. Capacity , bus bar fixed on porcelain insulators at approved spacing including making connections etc. as required.

900 mm long , 4 strip Each 3020.0 3.0

9,060.00

1500 mm long , 4 strip Each 5123.0 3.0

15,369.00

14

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.

6.0 Sq.mm

3 core Mtr. 133.0 10.0 1,330.00

4 core Mtr. 146.0 125.0 18,250.00

35

10.0 Sq.mm

3 core Mtr. 151.0 2450.0 369,950.00

4 core Mtr. 170.0 10.0 1,700.00

16.0 Sq.mm

4 core Mtr. 178.0 10.0 1,780.00

16

Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size.

3 x 6.0 sq.mm Set 59.0 2.0 118.00

3 x 10.0 sq.mm Set 59.0 16.0 944.00

4 x 6.0 sq.mm Set 63.0 4.0 252.00

4 x 10.0 sq.mm Set 63.0 2.0 126.00

4 x 16.0 sq.mm Set 108.0 2.0 216.00

17 Supplying and making end termination with heavy aluminium lugs ( Pin / ring type ) duly crimped with crimping tool, PVC tape etc of following size.

2.5 Sq.mm Each 4.0 10.0

40.00

4.0 Sq.mm Each 5.0 2.0

10.00

6.0 Sq.mm Each 6.0 100.0

600.00

10.0 Sq.mm Each 8.0 500.0

4,000.00

16.0 Sq.mm Each 9.0 4.0

36.00

18

Pipe Earthing as per IS:3043 with perforated 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. 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 size 300mm x 300 mm and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance as required. Set 1650.0 21.0

34,650.00

19

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 4250.0 2.0

8,500.00

20

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.

6 SWG copper Wire Mtr. 112.0 250.0 28,000.00

36

25mm x 5mm copper strip Mtr. 785.0 20.0 15,700.00

TOTAL SOR

548,618.20

37


Name of work :Refurbishment, Restoration and and Conservation Works at Bramha Temple,Pushkar ( Conservation, traditional Garden Development,Gowshala and toilet

works)

(Based on item rates)

PART - 'D'- NON SOR WORKS

QTY SL No Specification Unit

Rate to be Quoted

Amount

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.

Sqm.

60.00

2

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.

Sqm.

40.00

3 Add extra for sorting lifting & stacking charges for architectural parts with in 50mtr.lead (Labour charge.)

Sqm. 60.00

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.

33 mm thick in four coats Sqm. 3500.00

45 mm thick in four coats Sqm. 2500.00

75 mm thick in seven coats Sqm. 180.00

5

Making Gardana under ceiling/ chajja with katla stone and grinded Lime surkhi mortar 1:2 including moulding work and fine finishing with grinded Lime surkhi mortar 1:2 as per existing matching/ traditional practice completev in all respect;.

Size 15cm X 15cm. Rmtr. 180.00


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.

Above 25mm and upto 40mm thick Sqm. 900.00

38

7

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.

180.00

8

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.



9

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

280.00

10

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

5500.00

11

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

120.00

12

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

250.00

13 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 :

(a) domical surface/spherical/domical ceiling. Sqm 250.00

(a) curved surface. Sqm 250.00

14

Providing & applying "Lime kara on stone work only" having carving stone work /decorative stone work (stone pillers,stone arches, railing etc.) as per traditional practice,as per specifications with grinded mortar in two coats with finishing complete in all respect.

Sqm

350.00

39

15

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 88.75

16

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

48.00

17

Providing & fixing in lime surkhi mortar 1:2, single paitam (rebated) store doors, window and ventilator frames as per existing matching or approved quarry including removing of damaged parts of frame, the cuting of corner as per drawing complete in all respect.

(a) size 100mm x 75mm Rmtr. 120.00

18

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

60.00

19

Providing & fixing "ornamental stone cladding" of approved sand stone with dressing complete as per existing design/pattern/approved design,fixing with 30mm thickgrinded lime surkhi mortar 1:2 & pointing with white cement with araldite and pigment to match shade the stone complete in all respect as per direction of Engineer incharge.(75mm thick)

Sqm

198.00

20

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.)

(a) 50 mm. thick with moulding/lining. Sqm 79.20

21

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.

(a) Size 100 x300mm fine dressed. Rmt 1777.01

22

Providing and Fixing fine dressed sand stone /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.

(a) Size 100x100x750mm including kalash with moulding.

Each 126.00

40

23

Providing and Fixing fine dressed sand stone /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

60.00

24

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.

(a) 75mm to 100mm thick plain with fine dressing. Sqm 350.00

(c) 75mm to 100mm thick with pan patti design. Sqm 547.00

25

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.

Sqm

711.00

26

Providing and fixing fine dressed sand stone/approved stone "Katahara Jali"(Jali for balustrade) as per existing matching and design including moulding fixing with thambli by proper adhesive and white cement with pigment including making groove etc. complete in all respect. (50mm thick.)

Sqm

105.00

27

Providing and fixing fine dressed sand stone/approved stone "JALI"as per existing matching geometrical design including moulding work with fine finishing, fixing with thambli by proper adhesive and white cement with pigment including making groove etc. complete in all respect.

(b) 50mm thick. Sqm 17.00

28

Removing of disturbed stone Jali/railing carefully and refixing including making groove with thambli and dasa as per existing pattern with proper adhesive complete in all respect.

Sqm

40.00

29

Providing and fixing fine dressed "sand stone flooring " with white sand stone (Bansh paharpur/dholpur stone) (panji marked surface) 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)

Sqm

320.00

30

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

150.00

31

Providing and fixing fine dressed sand stone "Todies" (Brackets) as per existing matching stone with moulding work with fine finishing , fixing in grinded lime surkhi mortar 1:2 including scaffolding, lead & lift complete in all

41

respect.

(a) Size : 30cm X 30cm X 7.50cm (exposed part only.) Each 10.00

(b)Size : 60cm X 45cm X 7.50cm (exposed part only.) Each 20.00

(c) Size : 90cm X 60cm X 10cm (exposed part only.) Each 10.00

32

Construction of "Kangoora" with stone masonary in grinded Lime surkhi/ sand mortar 1:2 on fort wall as per existing matching & traditional practice including making holes and teerkash etc. matching with existing work complete in all respect including all scaffolding with all lead and lift.

Cum

15.00

33

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

60.00

34

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

40.00

35

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

60.00

36

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

30.00

37

Tuman masonry by brick bats/ stones in grinded mortar of Lime Surkhi mortar 1:2/lime sand mortar 1:2 including racking and removal of all old loose plaster and cleaning the wall surface properly as per direction of Engineer Incharge.

Sqm

110.00

38

Making Kangura on top of the wall as per jaipur traditional practice with tile brick in grinded lime surkhi mortar 1:2 thickness of kangoora 15cm & height 45cm, finishing with lime surkhi mortar 1:2 complete in all respect upto 10.00 mtr.from ground level including all scaffolding, lead & lift.

Rmtr.

10.00

39

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

25.00

40 Scraping & Removing of white wash/ distemper/oil paint /algli etc. from plain plaster & surfaces gently with care to keep intact the old designs.

Sqm

2450.00

42

41

Providing and spray/brushing of Gur, gugal & methi solution for bonding of lime work as per specification (200gm gugal, 200gm belgiri powder, 200gm methi powder and 1 kg. Gur mixed in 20litre water and boiled and sttired till the solution volume reduce upto 3/4th) using 15.00litre solution in 10.00sqm. area.

Sqm

500.00

42

Providing and fixing stone Patties (slab) on roofing including removing broken patties carefully and replacement new slab with Kharanja, ralthal and lime dhar as per traditional practice. Span about 3.30 mtr. To 5.50 mtr. 100 mm to 150mm thick of approved stone.

Sqm

45.00

43

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

350.00

44

Steel-rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless steel rods of 90cms length of which 15cm on either side and cold bending at 90degrees. The stainless steel clamps to be fixed perpendicular to the crack by drilling in stone and fixing with cement and aradite mixture in such a way that the entire length of the rod is in complete contact of the stone and the bent ends are fully inserted in the cracked stone. Use 316 grade stainless steel charge per hole.steel rod charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per requirement of position.

Each

25.00

45

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

Crack thickness (average) upto 25mm (average) Rmtr. 180.00

46

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

220.00

47

Site clearance by uprooting of trunk vegetation, bush, wood, trees and sapplings of girth upto 15cms and disposal of rubbish with in 50mtr. Including leveling and dressing of ground as per direction of Engineer incharge.

Sqm

2050.00

48

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 :

Sheesham wood grade Ist Sqm 28.00

43

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 18.00

50

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

600.00

51

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

60.00

52

Chemical treatment of marble 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

150.00

53 Control of infestation (Bio-deterioration) from termites, insects, rodents, micro-organism etc. in museums and monuments.

Sqm

800.00

54

Supply and istallation white/red/approved shade sandstone dustbin of size 800 mm x 450 mm and height 850 mm with hollow center to hang MS Dustbin of size 400mmx 500mmx 600 mm made of 1mm thick metal sheet fixed to stone pillars with M.S chain edged with 50x50x5 mm angle sections including cutting welding and fabrication with priming coat of red oxide and approved ready mix paint of approved shade.Stone peices joined with proper adhesive /clips complete in all respect as per drawings and specifications provided by the consultant.

Each

18.00

55

Supply and istallation of Red/White/approved shade stone bench of size 1500mmx450mmx450 mm , horizontal stone members of size 300mmx400mmx450mm on two sides supporting the horizontal seating stone of 150 mm thickness, fixed to vertical stone members joined with proper adhesive /clips complete in all respect as per drawings and specifications provided by the consultant.

Each

24.00

56

Supply and istallation Red/white/approved shade stone gratings 70 mm thick for tree base of size 1200mmx1200mm with jali pattern complete in all respect as per drawings and specifications provided by the consultant.

Each

30.00

44

57

Providing and fixing bollard of sandstone of approved shade of 800x150x150 mm with groves including fixing in the ground over 150 mm thick lime mortar complete in all respect as per drawings and specifications provided by the consultant.

Each

40.00

58

Supply and istallation of white/red/approved shade sandstone chhatri of size 3200mm x 4600 over random rubble stone masonary platform plinth and foundation in random rubble masonry in cement mortar 1:3, with cement concrete base 1:4:8 (1 cement:4 coarse sand: 8 graded stone aggredate 40 mm nominal size) . Plinth height of 450mm with floor of Cement concrete M15 Grade nominal mix with 50 mm thick Sandstone flooring and Dasa Coping in pan patti Design. The Columns and arches of size 1mx1.8 mts in red/ white / approved sandstone shade with ornamentation including pointing in lime cream and stone dust 1:1 . Red/ white /approved shade stone slab roofing with lime dhar on top . The chhatri would have sandstone Chajjas and Coping on rood border with propoer opnings for water putlets with rain water spouts. The Chhatries would be complete in all respect as per drawings and specifications provided by the consultant.

Each

3.00

59

Supply and istallation of white/red/approved shade sandstone chhatri of size 1200mm x 20000 over random rubble stone masonary platform plinth and foundation in random rubble masonry in cement mortar 1:3, with cement concrete base 1:4:8 (1 cement:4 coarse sand: 8 graded stone aggredate 40 mm nominal size) . Plinth height of 450mm with floor of Cement concrete M15 Grade nominal mix with 50 mm thick Sandstone and marble flooring and Dasa Coping in pan patti Design. The Columns would be of size 300 mm x 300 mm with brakets on the base and top and arches opening of size 1500mm x 2400 mts in red/ white / approved sandstone shade with ornamentation including pointing in lime cream and stone dust 1:1 . Red/ white /approved shade stone slab roofing supported over M.S girders I sections with lime dhar on top . The chhatri would have sandstone Chajjas and Coping on roof border and sandstone railings on roof with thambli including kalash moulding with proper opnings for water outlets with rain water spouts. The chhatri would have sandstone steps on four sides with propoer moulding and nosing.The Chhatries would be complete in all respect as per drawings and specifications provided by the consultant.

Each

1.00

45

60

Proving supplying fixing and instllation of red/white/approved shade sandstone collonaded corridor structure 18.7 mtrx18.7 mtr , 2.6 mts wide, and 2.5 mtr high corridor over platform 600 mm high ( platform cost not be included).The collonades would have 300x300 mm columns with brackets on top and bottom as per design and specifications. Arches would be of 100 mm thick ornamental stone fixed in between the stone colums with clips/adhesive. Roof would be of sandstone slabs as per the span resting on the stone colums with lime dhar on top complete with waterproofing and rain water spouts (8 nos) . Chajjas around the collonades 600 wide with supporting brackets. The roof would have dasa coping - pan patti design on top. The work would be complete in all respects including finishing as per drawings and specifications provided by the consultant.

Each

1.00

61

Supply and installation of sanstone signage 450x200 mm of red/white/approved shade Sandstone 75 mm thick with text ( english & hindi) and patterns/logo/artwork chiseled/engarved in 5-8 mm deep grove complete with fixing with proper adhesive /clips complete in all respect as per drawings and specifications provided by the consultant.

Each

12.00

62

Supply and installation of sanstone signage of red/white/approved shade Sandstone 450mmx2400mm and 150 mm thick inserted in horizontal stone of size 900mmx 450 mmx 150 mm embeded in M15 cement concrete of 150 mm thick ,with text ( english & hindi) and patterns/logo/artwork chiseled/engarved with ornamentation in 5-8 mm deep grove complete in all respect as per drawings and specifications provided by the consultant.

Each

40.00

63

Supply and installation of sanstone signage of red/white/approved shade Sandstone 650mmx1200mm and 150 mm thick inserted in horizontal stone of size 900mmx 450 mmx 150 mm embeded in M15 cement concrete of 150 mm thick ,with text ( english & hindi) and patterns/logo/artwork chiseled/engarved in 5-8 mm deep grove complete in all respect as per drawings and specifications provided by the consultant.

Each

12.00

64

Poviding fixing testing and commisioning of Stainless Steel body • Storage Capacity in (litres) : 150 • Nominal Cooling Capacity (Litres/hr) : 150 • No Of Faucets : 2 • Dimensions : 820W x 700D x 1235 H • Normal Demand (glasses/ hr) : 750 • Refrigerant : R-22 • Current (Amps) : 7.49 • Water Overflow (Connections) : 1/2 BSP • Type Of Compressor : Rotary. Model No- SDLX15150A make Blue star or similar in make of Voltas/Oasis.

Each

2.00

TOTAL OF NON BSR CIVIL

46

65

Providing, fixing testing and commissioning of High mast housing made from die cast aluminum with rubber gaskets for dust and weather protection. The lighting system designed for metal halide lamp Temper glass, heat proof, shock proof. Reflector- pure aluminum for symmetrical distribution. Electrical Fitting is wired with control gear suitable for 4 nos SOW MH lamp. LAMP FIXTURE- 230V,RX75 HOLDER,4X150 W Metal-halide LAMP.Finishing Complete fitting is coated with multiple coats of weather resistant polyurethane paint. Steel pole 9 mts high made of galvanized B-class pipe section of varying diameters. Base made of galvanized die cast MS with holes required for foundation bolts. Service window at lower part of the pole containing bus-bar, cut-outs and cable-glands. The pole comes with suitable foundation bolts. make GLOWMAC Model no- Brix-9 mtr. 4x150 W MH - GL-A-BRIX-09-X-4D150 OR similar in make of Homedec/Endo.

Nos 2.0

66

Providing, fixing testing and commissioning of round surface mounted with Spun aluminum housing & spun CRCA sheet steel mounting plate, white powder coated after phosphochromate treatment ,Central frosted, heat resistant glass diffuser , 237 mm dia 55 mm depth , integrated electronic driver ,suitable for 21 W, 6000 K of make Havells Endura DL Surface, Product code - LHEAAGP7IA1W018 or equivalent in make of Philips/Endo Japan including all fittings and fixtures.

Nos

17.0

67

Providing, fixing testing and commissioning of pole light of MS pole 3 mtr Steel poles made out of MS section, with die cart aluminum embellishment of diameter varying from 60 mm top and 114 mm at bottom. Base made of 8mm thick MS sheet with holes suitable for 16mm foundation bolts, polyester based powder coated with high corrosion resistance and chemical chromatised protection. Bracket- Sided Steel Section Brackets , mounted on to the pole (1 NOS), coated with multiple coats of weather reistsant polyurethane paint. Light housing of make (1 nos) made with corrosion resistant die cast housing , with rubber gaskets for dust and water protection.Fitting wired with control gear suitable for 230 V,70 W MH lamp . LAMP FIXTURE- 230V,70 W MH make Glowmac (1 nos)fixture. MAKE GLOWMAC -Model no- Pole-GL-PL-ALIC-MS-03M-60. Bracket- GL-BK603-MS-S90/60UP. HOUSING- GL-PT-EMPIR-XX-D070. OR similar in make of Homedec/Endo.

Nos 84.0

68

Providing, fixing testing and commissioning of Weather proof, anti corrosion wall/ceiling mounted opal colour decorative, round shape engineering plastic housing with PC cover suitable for 1x20W Retrofit CFL. , Model no - Korona White,make Havells or equivalent in make of Philips/Endo Japan including all fittings and fixtures.

Nos 19.0

47

69

Providing, fixing testing and commissioning of Ceiling mounted industrial light of Pressure die-cast aluminium housing in epoxy powder finish. Heat resistant glass with specially designed gasket. Eyez bolt on top for suspension mounting, with 2 cable entries of size 20mm ET, Built in MS reflector with Well glass suitable for 80/125W lamp , Model no- BJDWIS 80/125 MV, make Bajaj.

Nos 7.0

TOTAL OF NON SOR WORKS

TOTAL OF NON SOR WORKS

48




(Based on PWD BSR CIVIL/Electrical Ajmer Circle - 2013 and item rates)

SCHEDULE -"G"

GENERAL ABSTRACT

SNO WORK AMOUNT

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

11,321,416.23

2 PART B- SANITARY WORKS BASED ON PWD BSR CIVIL 2013- AJMER CIRCLE

665,539.00

3 PART C- HORTICULTURE BASED ON PWD BSR CIVIL 2013- AJMER CIRCLE

199,930.00

4 PART D- ELECTRICAL WORKS PWD BSR ELECTRICAL 2013- AJMER CIRCLE

548,618.20

5 PART E-NON BSR ITEMS ( CIVIL AND ELECTRICAL)

GRAND TOTAL

I /we hereby agree to execute the work

PART "A" @ In figures % Above /Below In words .....................................% Above /below

PART "B" @ In figures % Above /Below In words .....................................% Above /below

PART "C" @ In figures % Above /Below In words .....................................% Above /below

PART "D" @ In figures % Above /Below In words .....................................% Above /below

Signature of the Contractor General Manager Works

With Full Postal Address RTDC Ltd. Jaipur

RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED, JAIPUR...

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