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GOVERNMENT OF RAJASTHAN

RAJASTHAN COUNCIL OF SECONDARY EDUCATION

TECHNICAL BID

FOR

Construction of Girls Hostel Sajjangarh, Block Sajjangarh Distt Banswara.

NIT No. : 10(Civil)/2014-15

Estimated Cost : 128.85 Lacs

Earnest Money : 2.58 Lacs

Date of Sale/Download : From 13.02.2015, 10.00 AM to 02.03.2015, upto 06.00 PM

Date of Pre Bid Meeting : 20.02.2015, at 11.00 AM

Date of Receipt/ Upload : From 13.02.2015, 10.00 AM

to 02.03.2015, upto 06.00 PM

Date of Opening of Technical Bid : 03.03.2015 at 2.00 PM

Date of Opening of Financial Bid : 10.03.2015 at 2.00 PM

Completion Period : 11 Months

Tender Cost : Rs. 1000/-

Processing Fees : Rs. 1000/-

Date of Deposit of Earnest Money, : Upto 03.03.2015, 01.00 PM

Tender Cost & Processing fees

RRAAJJAASSTTHHAANN CCOOUUNNCCIILL OOFF SSEECCOONNDDAARRYY EEDDUUCCAATTIIOONN,, JJAAIIPPUURR

SSPPEECCIIAALL CCOONNDDIITTIIOONNSS OOFF CCOONNTTRRAACCTT

PPOOTTEENNTTIIAALL AASSSSEESSSSMMEENNTT OOFF CCOONNTTRRAACCTTOORRSS

Special condition of contract for potential assessment as detailed herein under, shall be applicable in addition to all other terms & conditions already

prescribed under standard agreement forms, rules and regulations relating

to contracts. 1. Procedure

Procedure for potential assessment would be as follows:- (i) For potential assessment of contractors, two envelopes system

would be adopted as per E-procurement system of Government

of Rajasthan. Envelope-1 shall contain Technical Bid, scanned

copy of DD of earnest money, RISL processing fee and tender

fee as well as sale tax clearance certificate and registration

certificate and Envelope-2 shall contain the Financial Bid. Each

envelop would be sealed separately.

(ii) The potential assessment bid (Technical Bid) envelope would

be opened on the date and time specified in the Notice Inviting

Tender and the bid would be evaluated by a Committee as

per norms.

(iii) The financial bid envelops would be opened only of those

bidders who fulfill the potential assessment criteria.

(iv) For more information about E-procurement procedure through

two envelope biding, Bidder may visit website

http://eproc.rajasthan.gov.in.

2. Evaluation Criteria

Criteria for potential assessment would be as follows:-

(i) The bidder should have executed at least 33.33% of the following

quantities of work in any one of the last five financial years.

However the bidder may opt., the current year in the above said

five years assessment period.

S. No.

Item Quantity as per BOQ

1 Masonry work 694.06 Cum

2 RCC work 350.28 Cum

3 Reinforcement 38.79 MT

4 Shuttering 2567.86 Sqm

5 Flooring work 1253.46 Sqm

6 Plaster 6130.75 Sqm

(ii) The bidder should have completed at least of one work of

similar nature in any of the last five financial years (Current

year may also be considered) of the value (updated to present

price level) not less than 33.33% of the cost of work (Bid cost).

Completion certificate shall be enclosed for such work.

(iii) The bidder should have achieved a financial turnover of at

least 33.33% of the cost of work (Bid cost) in any one of the

last five financial years. However the bidder may opt. the

current year in the five years assessment period.

(iv) The bidder should be able to deploy the machinery and

equipment specified in Schedule-III, in the execution of this

work. This machinery and equipment should be available to

the bidder, on ownership or confirm lease basis for which

appropriate proof on Non-judicial stamp paper will have to be

submitted.

(v) Each bidder should have the technical staff, as follows:

(a) For works costing Rs. 100 lac & above-one Graduate

Civil Engineer.

(b) For works costing between Rs. 50 lac to 100 Lac - One

Civil Diploma holder experience of not less than 3

years.Bidder should submit proof of availability of

Degree/Diploma holder Civil Engineer with required

experience. The affidavit & copy of Degree/Diploma of

Engineer shall also be enclosed.

(vi) Bid Capacity:-

Bidders who meet the minimum qualification criteria will be qualified only if their acceptable bid capacity is more than the

cost of the work (Bid Cost). The bid capacity will be calculated as under:-

Assessed available bid capacity :- (3xAxN-B), where:-

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

price level) taking into account the completed as well as works in progress. However, the bidder may opt. the

current year in the five years assessment period. B= Value, at present price level, of existing commitments

and ongoing works (at hand) to be executed during "N" (period prescribed for completion of the works for

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

for which bids are invited. (vii) Litigation History :-

Bidders should provide accurate information of any litigation or

arbitration resulting from contracts completed or under execution by him over the last five years. The max. value (updated at the

present price level) of d isputed amount claimed in Litigation/ Arbitration resulting from contracts executed in last five years

shall be deducted from the calculated Bid capacity of the bidder. The details shall be furnished in Schedule-V

Note

The present price level for turnover, cost of completed work &

disputed amount of similar nature, the previous year's value shall be given weight age of 10% per year as follows :-

(a) For last year - 1.00 (b) For one year before - 1.10

(c) For Two years before - 1.21

(d) For Three years before - 1.33 (e) For Four years before - 1.46

(f) For current year, the price level shall be 1.00

3. Documentation:

The bidder should furnish the following documents along with the

Assessment Bid (Technical Bid):- a. Information regarding financial resources and capability, in

Schedule - I.

b. Information regarding works executed in the last five years in Schedule II-A, B & C for Road, Bridge & Building works

respectively. c. Certificates from the concerned Engineer - in - Charge in

support and verification of the information furnished in Schedule II.

d. Information regarding machinery and equipment required for deployment, as detailed in Schedule- III.

e. Information regarding details of Maximum value of such works executed in any one year during the last five years taking

into account the completed as well as works in progress in Schedule–IV. for purpose of calculation of "A" in bid capacity

formula (details of all the works executed in any one year should be given)

f. Information regarding existing commitments and on-going works to be completed in Schedule–V (for purpose of

calculation of "B" in bid capacity formula) g. Information regarding details of litigation or arbitration

contracts to be furnished in Schedule –VI

h. Information regarding details of technical team to be furnished in schedule-VII

i. Certificate for evidence of access to or availability of credit facilities (Format attached at Annexure-A)

All the relevant documents regarding above information should be submitted with the technical bid.

4. Important:

(a) The bidder must ensure that all the information required in the documents is furnished by him complete in all respects. He

would not be allowed to withdraw any document, or to rectify any information furnished therein, after submitting the bid.

(b) In place of immediate availability of the certificates as mentioned

in clause 3(c). The bidder should give an affidavit duly attested by

notary public that the "Information furnished in Schedule I, II, III,

IV, V , VI & VII is correct". If any information is found to be

incorrect, the offer of the bidder shall be rejected and action as

per rules shall be taken. (Format attached at Annexure-B)

5. RREEJJEECCTTIIOONN OOFF BBIIDDSS::--

A. The department reserves the right to reject to any bid, or to

disqualify any or all the bidders, without assigning any reasons.

B. If a bid is not accompanied with the requisite documents

mentioned in clause 3(a) to 3(i), or is not in accordance with

procedure specified in Para 2, or is not accompanied with the

earnest money, Processing fee, Tender fee, sale tax clearance

certificate and copy of valid registration, it would be liable for

rejection.

C. Furnishing of incorrect or incomplete information or

concealment of any information required in the bid documents

would render the bid liable for rejection. The bidder may be also

disqualified if records of poor performance/financial failure or

consistent history of litigation is found.

Superintending Engineer

RCSE,

7

Rajasthan Council of Secondary Education POTENTIAL ASSESSMENT OF CONTRACTOR

ABSTRACT DETAILS

1. Name of the Work : Construction of Girls Hostel Sajjangarh, Block Sajjangarh,

Distt Banswara. 2. Name of the Contractor : .............................................

3. Sales tax Certificate valid up to : .............................................

CRITERIA

4. Maximum Quantity of work executed in any one of the previous five

years. (As per Schedule-II)

Item Min. Qty.

required

Qty. executed

a) Masonry Work (in Cum.) 231.33 Cum

b) R.C.C. Work (in Cum.) 116.74 Cum

c) Reinforcement (in MT) 12.92 MT

d) Shuttering (in Sqm.) 855.86 Sqm

e) Flooring (in Sqm.) 417.77 Sqm

f) Plaster (in Sqm) 2043.36 Sqm

5. Max value of single work completed in last five years (as per Schedule-IV)

Type of Work Completion Cost

(A) Building Work Rs. _________________

6. Maximum Financial turn over in any one of the last five years. (as per Schedule-I) Rs. _________________

8

7. Availability of Machinery &

Equipment (as per Schedule-III)

Owned Leased Total

No. No. (a) Concrete mixer ______ _______ _______

(b) Needle Vibrate ______ _______ _______

(c) Plate Vibrator ______ _______ _______

(d) Weigh Batcher ______ _______ _______

(e) Shuttering Material ______ _______ _______

(Steel Plates & steel props)

(f) Water Tanker ______ _______ _______

(5000 Ltr. Capacity)

8. Technical team available with contractor (a) Degree holder Civil Engineer _________________

(b) Others _________________

9. Litigation / Arbitration (as per Schedule VI)

maximum value at present price level of

disputed amount claimed in litigation / Arbitration resulting from contracts executed in last five year _________________

10. Bid Capacity = (3xA x N) – B _________________

A= Maximum value of civil engineering works executed in any one year during

the last five years (updated to present price level) taking into account the

completed as well as works in progress. However, the bidder may opt.

the current year in the five years assessment period (As per Schedule-IV). _________________

B= Value, at present price level, of

existing commitments and ongoing

works (at hand) to be executed during "N" (period prescribed for completion of

the works for which the bids are invited) (As per Schedule-V). _________________

9

N= Number of years prescribed for completion

of works for which bids are invited. _________________

11. Acceptable Bid Capacity Bid Capacity calculated as per (10)

above – Max Value of disputed

items as per (9) above _________________

Signature of Bidder

(With Seal wherever applicable)

10

SCHEDULE – I

FINANCIAL RESOURCES AND CAPABILITY

[Reference Clause 3(a)]

1. Name of Bidder : ...................................................................

2. Total financial turnover achieved by the bidder in the last five financial years:-

S.No Year Turnover

1 2009-10

2 2010-11

3 2011-12

4 2012-13

5 2013-14

Note : Balance Sheets and Profit & Loss Accounts for the last five financial years should be enclosed.

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

4. Has the bidder ever been debarred from : .....................................

tendering for Central Government / Any state Government/ any Government

Undertaking? Yes / Not, if yes give details : .....................................

Has the bidder ever been declared insolvent?

Yes / Not, If yes give details. : ..................................... 6. Name(s) and Branch(s) of : .....................................

bidder’s Bankers .....................................

I/We hereby certify that the above information is correct to the best of my/our knowledge and belief.

Date:- Signature of Bidder (With seal, wherever applicable)

11

SCHEDULE - II A {Reference Clause 3(b)

ROAD WORKS

DETAILS OF QUANTITIES OF WORKS EXECUTED DURING LAST FIVE FINANCIAL

YEARS

S.

N.

Name of

works (with

Agreeme

nt No. &

date)

Client Place

(District/ State)

Financial

Year

PRINCIPAL ITEMS OF WORK (Qty.)

Earth Work

(in

Cum)

WBM or

WMM

(in Cum)

FMC (Man

ual)

(in

Sqm)

PMC/ SDBC

by

paver

(in Sqm/

Tonn

es)

DBM/BM/A

C by

paver

(in Tonne

s)

CC Pavem

ent

(in

Cum/ Sqm)

1 2 3 4 5 6 7 8 9 10 11

Signature of Bidder

(With seal wherever applicable)

Note : Certificate from concerned Engineer-in-charge

should be enclosed in support and verification of above statement.

SCHEDULE - II B

{Reference Clause 3(b)

BRIDGE WORKS

DETAILS OF QUANTITIES OF WORKS EXECUTED DURING LAST FIVE FINANCIAL YEARS

S.

N.

Name of

works

(with Agreement

No. & date)

Client Place

(District

/State)

Financial

Year


Stone

Masonry (in cum)

Concreeting

of all grade (in Cum)

Shuttering

(in Sqm.)

Reinforce

ment (In MT)

1 2 3 4 5 6 7 8 9

Signature of Bidder


Note : Certificate from concerned Engineer-in-charge should be

enclosed in support and verification of above statement.

13

SCHEDULE - II C

{Reference Clause 3(b)

BUILDING WORKS DETAILS OF QUANTITIES OF WORKS EXECUTED DURING LAST FIVE FINANCIAL

YEARS

S. N.

Name of work with

Agreeme

nt No. &

date

Client Place (District/

State)

Financial Year


Masonr

y

(Stone/

Bricks) (in

Cum)

RCC

WORK

(Roof /

Column/ Footings

) (in

Cum)

Reinf

orce

ment (in

MT)

Shutt

ering

(in

Sqm)

Flooring

(Marble/

Kota

Stone/ Mosaic/

C.C.

etc.) (in

Sqm)

Plaster

(in

Sqm)

1 2 3 4 5 6 7 8 9 10 11

Signature of Bidder (With seal wherever applicable)



14

SCHEDULE III {Reference Clause 3(d)}

DETAILS OF MINIMUM MACHINERY AND EQUIPMENT

REQUIRED TO BE DEPLOYED BY THE CONTRACTOR

IN THE EXECUTION OF THE TENDERED WORK

Name of Bidder : ................................................................................

Item Minimum Nos./Qty.

Nos./Qty. Available

with the tender

Source of Availibity

(owned/

leased)

(a) Concrete Mixer Two Nos

(b) Needle vibrator Four Nos

(c) Plate Vibrator Two Nos

(d)Weigh Batcher One Nos

(e) Shuttering material

(Steel plates and steel props)

922 Sqm

(f) Water Tanker (Capacity 5000

Ltr.)

Two Nos.

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

Date: ......................

Signature of Bidder

(With seal, wherever applicable)

15

SCHEDULE - IV

{Reference Clause 3(e)}

DETAIL OF MAXIMUM VALUE OF SUCH WORKS EXECUTED IN ANY ONE YEAR

DURING THE LAST FIVE FINANCIAL YEARS TAKING INTO ACCOUNT THE

COMPLETED AS WELL AS

WORKS IN PROGRESS

S.

No.

Name of

work with

Agreeme

nt No. &

date

Client

Place (District

/

State)

Financial

Year

Cost of work as

per Work

Order

Stipulated date of

commence

ment

Stipulated

date of completion

Value of

work

done during

the year

1 2 3 4 5 6 7 8 9

Signature of Bidder


,

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

16

SCHEDULE - V

{Reference Clause 3(f)}

DETAILS OF EXISTING COMMITMENT & ON GOING WORKS TO BE COMPLETED

S.

No.

Name of

work with

Agreement No. & date

Client

Cost of

work as

per Work Order

Stipulated

date of

commencement

Stipulated

date of

completion

Value of balance

work on

date of

tender

Likely date of

completion

of balance

work

1 2 3 4 5 6 7 8

Signature of Bidder




17

SCHEDULE - VI

{Reference Clause 3(g)}

DETAILS OF LITIGATION OR ARBITRATION CONTRACTS

S.No.

Name of

work with

Agreement No. & Date

Client Work Order

Amount

Disputed

amount claimed in

Litigation/

Arbitration

Date of

Raising

Disputed Amount

Actual

Award Amount if

the case is

decided

Cause of

Litigation &

matter in dispute

1 2 3 4 5 6 7 8




18

SCHEDULE-VII

{Reference Clause 3(H)}

DETAILS OF DEGREE/DIPLOMA HOLDER CIVIL ENGINEER AVAILABLE

WITH THE TENDER

S.

No.

Name of

Degree/ Diploma

Holder Civil Engineer

Designation Qualification Experience in Civil

Work

Name of Works

Executed so far

1.

2.

3.

4.

5.


Note : The affidavit and attested copy of Degree/Diploma of Civil

Engineer shall be enclosed.

19

Annexure-A Ref. Clause 3(i)

SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT FACILITIES

BANK CERTIFICATE

This is to certify that M/s ......................................... is a reputed company/Firm/contractor with a good financial standing. If the contract for

the Construction of Girls Hostel ......................... Block ....................... Distt. ........................... is awarded to the above Company/Firm/Contractor, we

shall be able to provide overdraft/credit facilities to the extent to Rs. ............. lacs to meet their working capital requirement for executing the above

contract.

Signature of Bank Manager .........

Name of the Bank manager ......... Adress of the Bank .....................

Stamp of the Bank

Note :- Certificate should be on the letter head of the Bank. Credit facility certificate should not be less that 25% of NIT amount of the work.

`

20

Annexure-B

Ref. Clause 4(b)

To be given on Non Judicial Stamp Paper Rs. 10/- duly attested by

Oath Commissioner/Notary Public

AFFIDAVIT

I/We ......................................................................Proprietor/Partner/

Authorized Signatory of M/s ........................................... under take the oath

that the information furnished by me/us in Schedule I to VII of the technical

bid for construction of ................................................................. is correct to

the best of my/our knowledge. If any information is found to be incorrect, the

department has right to reject the bid and take action against me/us as per

rules.

Proprietor/Partner/ Authorized Signatory

M/S ..............................................

1

1



FINANCIAL BID

FOR

Construction of Girls Hostel Sajjangarh, Block Sajjangarh Distt Banswara

NIT No. : 10(Civil)/2014-15

Estimated Cost : 128.85 Lacs

Earnest Money : 2.58 Lacs

Date of Sale/Download : From 13.02.2015, 10.00 AM

to 02.03.2015, upto06.00 PM

Date of Pre Bid Meeting : 20.02.2015, at 11.00 AM

Date of Receipt/ Upload : From 13.02.2015, 10.00 AM to 02.03.2015,upto 06.00 PM

Date of Opening of Technical Bid : 03.03.2015 at 2.00 PM

Date of Opening of Financial Bid : 10.03.2015 at 2.00 PM

Completion Period : 11 Months

Tender Cost : Rs. 1000/-

Processing Fees : Rs. 1000/-

Date of Deposit of Earnest Money, : Upto 03.03.2015, 01.00 PM

Tender Cost & Processing fees

2

2



NAME OF WORK : Construction of Girls Hostel Sajjangarh Block Sajjangarh District – Banswara

NIT No. : 10(Civil)/2014-15

INDEX

S.No Particulars Page

No.

1 Notice of Inviting Tenders 3

2 Details of NIT 4-6

3 Memorandum of Works 7

4 Special Condition of Contract 8-13

5 G-Schedule (BOQ) 14-37

6 Agreement (General Conditions of Contract) 38-71

4

4

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6

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7

7

RAJASTHAN COUNCIL OF SECONDARY EDUCATION , JAIPUR MEMORANDUM OF WORKS

NAME OF WORK : Construction of Girls Hostel Sajjangarh Block Sajjangarh District – Banswara

NIT No. : 10(Civil)/2014-15

SCHEDULE “A” Information Useful for the Contractor

The tenderer should see the site and fully understand the conditions of the site before

tendering. The works shall be carried out in accordance with PWD specifications & relevant

codes to the entire satisfaction of the engineer in charge of the work.

SCHEDULE “B” List of the detailed drawing to be supplied by the Council. All relevant typed drawings are

appended herewith. The detailed estimates may be seen in the concerned office.

SCHEDULE “C” Contractor should get approved all the drawings/layout & method of installation etc. from the

Engineer-In-Charge before start of work. On Completion of work the contractor shall furnished

3 sets of detailed drawings of work executed.

SCHEDULE “D” For the work costing more than 50.00 lac Contractor should have establish test laboratory at

site of work on his own cost. The test of the materials have to be conducted by the contractor

on his own cost as per relevant codes upto the satisfaction of Engineer-In-Charge. As and when

necessary tests may be conducted in the presence of Engineer-In-Charge. The result of which

should conform to the standards laid down in the Indian Standards and / or the standards laid

down in the detailed specification of the PWD. Proper quality control records are required to

be maintained by the contractor.

Qualified personnel as required under the Contractor’s enlistment rules be engaged on the

work site. The RCSE reserves the right to engage such staff and recover the expenses from the

contractor on this account in case of his failure.

SCHEDULE “E” The samples of the materials to be used by the Contractor shall be tested & got approved from

Engineer-In-Charge before 15 days of its use.

SCHEDULE “F” Time for completion as mentioned in NIT shall start after 10 days of issue of letter of

acceptance or date of agreement whichever is earlier.

SCHEDULE “G” Bill of quantities are enclosed. The rates taken in the schedule-G are based on PWD BSR 2013

for Building Works Distt. Banswara and Electric BSR 2013 For Jaipur Circle. Incase of any

discrepacy in BOQ revelant BSR item & rates will be final.

SCHEDULE “H” Not applicable

Signature of Contractor Superintending Engineer (With Seal) RCSE, Jaipur

10

10

11

11

12

12

13

13

14

14

Tender Inviting Authority: Rajasthan Madhyamik Shiksha Parishad Jaipur.

Name Of Work : Construction of Girls Hostel at SAJJANGARH, Block Sajjangarh, District- BANSWARA

Contract No. Rates are Based on PWD BSR 2013 BANSWARA CIRCLE FOR BUILDING WORKS & BSR 2013 FOR

ELECTRIC WORKS JAIPUR CIRCLE.

Bidd

er

Na

me

Excess (+) %

Schedule Of Works

(This BOQ template must be modified/replaced by the bidder and the same should be uploaded after filling the

relevent columns, else the bidder is liable to be rejected for this tender, Bidders are allowed to enter the Bidder

Name and Values only)

S.N

o. Description of work

No. or

Qty. Unit

Estimated Rate Amount

Rs. P Figure Words

1.00 Part-A : Civil Work

1.00 Earth work in excavation by mechanical

means (Hydraulic Excavator ) / manual

means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sum

on plan) including dressing of sides and

ramming of bottoms, lift upto 1.5 m,

including taking out the excavated soil

and depositing and refilling of jhiri with

watering & ramming and disposal of

surplus excavated soil as directed with in

a lead of 50 meter.

All kinds of soils

547.96 Cum 96 Ninety Six Only 52604.28

2.00 Providing and laying in position cement

concrete including curing compaction etc.

complete in spcified grade excluding the cost

of centering and shuttering all work upto

plinth level

2.01 1:4:8(1 cement:4 Coarse sand :8 gradeed

stone aggregate 40 mm nominal size). 34.23 Cum 2695 Two Thousand

Six Hundred

Ninety Five Only

92237.18

2.02 M 10 grade nominal Mix1:3:6(1 cement:3

Coarse sand :6 gradeed stone aggregate 20

mm nominal size).

84.3 Cum 3355 Three Thousand

Three Hundred

Fifty Five Only

282810.28

3.00 Random Rubble stone masonry for with

hard stone in foundation and plinth in

Cement Sand mortar above 30 CM thick

wall in cement mortat 1:6 (1-Cement: 6-

Sand)

226.9 Cum 1750 One Thousand

Seven Hundred

Fifty Only

397078.80

4.00 Brick work with F.PS. Bricks of class designation 75 in superstructure above

plinth level upto floor V level in all shapes

and sizes in Cement mortar 1: 6(1

cement : 6 coarse sand)

223.47 Cum 4050 Four Thousand

Fifty Only

905049.19

15

15

5.00 Providing and laying in position specified

grade of cement concrete for all RCC

structural elements upto plinth level

including curing, compaction, finishing

with rendering in cement sand mortar 1:3

(1 cement: 3 coarse sand) and making

good the joints and cost of plastizers( if

required) excluding the cost of centering,

shuttering and reinforcement M20 grade

Nominal Mix / Design Mix Add extra for

providing M25 grade concrete by using

minimum 410 kg of cement per cum instead of M20 grade design mix.


Six Hundred Fifty

Five Only

296641.23


grade of cement concrete for all RCC

structural elements upto plinth level




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

shuttering and reinforcement M20 grade

Nominal Mix / Design Mix


Nine Hundred

Forty Five Only

93620.73


grade of cement concrete for RCC

structural elements upto floor five level




good the joints and cost of plastizers( if

required) excluding the cost of centering,

shuttering and reinforcement for Beams,

suspended floors, roofs, griders having

slopes up to 15º, landings, balconies,

shelves, chajjas, lintels, bands, plain

windows sills, staircases and spiral

staircases etc.M20 grade Nominal Mix /

Design Mix


Nine Hundred

Forty Five Only

1009825.03


grade of cement concrete for RCC

structural elements upto floor five level




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

shuttering and reinforcement for Walls

(any thickness) including attached

pilasters, buttresses, plinth and string

courses, fillets, columns, pillars, piears,

abutments, posts and struts etc. M25

grade Nominal Mix / Design Mix

49.62 Cum 6025 Six Thousand

Twenty Five Only

298930.48

9.00 Centering and Shuttering with plywood or

steel sheets including strutting, propping

bracing both ways and removal of

formwork for foundation, footings, strap

beam, raft, bases of columns etc.

244.71 Sqm 95 Ninety Five Only 23247.37

10.0

0

Centering & shuttering with plywood or

steel sheets including strutting, propping

bracing both ways with steel props and

removal of formwork for upto floor five

level for :

16

16

10.0

1

Suspended floors, roofs, landings,

staircases, balconies, girders,

cantilevers, bands, coping bed plates,

anchor blocks, sills, chhajjas, lintel,

beam, plinth beam etc.

1752.61 sqm 188 One Hundred

Eighty Eight Only

329491.56

10.0

2

Columns, pillars, posts and struts etc. 499.91 Sqm 178 One Hundred

Seventy Eight

Only

88983.46

11.0

0

Plaster on new surface on walls in

cement sand mortar 1:6 including racking

of joint etc. complete fine finished :

No Rupees Only

11.0

1

20 mm thick 1232.36 Sqm 96 Ninety Six Only 118306.36

11.0

2

12mm Thick. 3116.58 Sqm 74 Seventy Four

Only

230626.81

12.0

0

6 mm thick cement plaster to ceiling of

mix 1:3 (1cement :3 - fine sand) 1167.51 Sqm 134 One Hundred

Thirty Four Only

156446.64

13.0

0

Glazed Window:Providing and fixing steel

glazed doors windows and ventilator

shutters of standard rolled steel section

joints mitred and welded with steel lugs

13x3mm, 10cm. long embedded in

cement concrete block 15x10x10cm. of

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

graded stone aggregate 20mm nominal

size) or with wooden plugs and screws or

rawl plugs and screws with fixing clips or

with bolts and nuts as required including

providing and fixing of plain glass panes

4mm thick with cooper glazing clips and special metal sash putty of approved

make or metal beading with screws

complete including priming coat of

approval steel primer, excluding the cost

of metal beading and other fitting except

necessary hinges of pivots steel handles

peg stay etc. as required

13.0

1

Windows fixed 28.51 Sqm 1450 One Thousand

Four Hundred

Fifty Only

41337.13

13.0

2

Partly fixed and partly openable [ fixed

area not to exceed 33%] 143.73 Sqm 2240 Two Thousand

Two Hundred

Forty Only

321947.96

14.0

0

Wire Gauge Supplying & fixing fixed wire

Gauge of 14 mesh X 24 Gauge to the

Metal frame of rolled section by metal

beading 20X3mm with suitable screw at

not exceeding 150mm distance.

172.24 Sqm 540 Five Hundred

Forty Only

93009.60

15.0

0

Guard Bars: P&F square bars or other

flat welded to window/ventilators etc.,

Guard bar 12 x12mm

4188.35 kg 73 Seventy Three

Only

305749.55

17

17

16.0

0

Providing and fixing T- iron frames for

doors, windows and ventilators of mild

steel Tee-sections, joints mitred and

welded with 15x3 mm lugs 10cm long

embedded in cement concrete blocks

15x10x10 cm of 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate

20 mm nominal size) or with wooden

plugs and screws or rawl plugs and

screws or with fixing clips of with bolts

and nuts as require including fixing of

necessary butt higes and screws and applying a priming coat of approved steel

primer.

1370.3 kg 90 Ninety Only 123327.41

17.0

0

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' 30mm thick. Commercial

Veneer both side

85.06 Sqm 1635 One Thousand

Six Hundred

Thirty Five Only

139073.77

18.0

0

Providing double leaf door shutter

instead of single leaf door shutter 5.86 Sqm 65 Sixty Five Only 380.58

19.0

0

Extra for cutting rebate in flush door

shutters for making double leaf shutter

(Total area of the shutter to be

measured)

8.46 Sqm 108 One Hundred

Eight Only

913.68

20.0

0

Extra for providing external lipping with

2nd class teak wood battens 6mm

minimum depth on all edges of shutters

(over all area of door shutter to be

measured)

735 Sqm 81 Eighty One Only 59535.00

21.0

0

Providing and fixing M.S. sheet 1 mm

thick single leaf door shutter in angle iron

frame 35X35X5mm suitabilly diagonally

braced with 25X3mm flat iron above and

below lock rail of size 50X5mm beading

extra including all fittings as peer

direction of engg. incharge but excluding

cost of chowkhats including two coats of anit- corrosive red oxide primer paint


Three Hundred

Eighty Five Only

46853.16

22.0

0

White washing with lime to give an even

shade including all scaffolding: New work

(three or more coats).

4284.09 Sqm 17 Seventeen Only 72829.54

23.0

0

Finishing wall with water proofing cement

paint of approved brand and manufacture

and or required shade to give and even

shade including all scaffolding: New work

(Two or more coats applied @ 3.84 kg/10

sqm).

1232.36 Sqm 33.5 Thirty Three and

Fifty Paise

41283.99

24.0

0

PANTING ON DOORS & WINDOWS :-

Painting with syntheitic enamel paint of

approved brand and manufacture in all

shade to give an even shade new steel

work (2 or more coat on new work).

815.09 Sqm 36 Thirty Six Only 29343.20

25.0

0

Half bric masonry in Superstructure,

above plinth level upto floor v level using

bricks of designation 75 . Cement mortar

1:4 (1 cement : 4 coarse sand)

717.28 Sqm 390 Three Hundred

Ninety Only

279740.73

18

18

26.0

0

Kota stone slab flooring 25 mm thick over

20 mm (average) thick base laid over

and jointed with grey cement slurry mixed

with pigment to match the shade of the

slab including rubbing and polishing

complete with base of cement mortar 1 :

4 (1 cement : 4 coarse sand) For area of

each slab from 2001 to 5000 Sq.Cm

1082.65 Sqm 630 Six Hundred

Thirty Only

682069.02

27.0

0

Kota stone slabs 25 mm thick in risers of

steps, skirting, dado and pillars laid on 12

mm (average) thick cement mortar 1:3 (1

cement 3 coarse sand) and jointed with

grey cement slurry mixed with pigment to match the shade of the slabs, including

rubbing and polishing complete(For area

of each slab upto 2001 Sqcm)

84.75 Sqm 635 Six Hundred

Thirty Five Only

53815.69

28.0

0

Supplying and fixing in walls machine cut

and polished stone shelves, tands and in

CM 1:3 with machine cut edges Kota

stone 25 to 30 mm

184.29 Sqm 537 Five Hundred

Thirty Seven Only

98963.21

29.0

0

Providing and fixing Marble stone flooring

table rubbed, 15-18 mm thick over 20

mm (Av.) thick base of CM 1:4 (1 cement

: 4 coarse sand) jointing with white

cement mortar 1:2 (1 with cement : 2

marble dust) with pigment to match the

shade of the marble slab including

grinding, rubbing and polishing complete.

Keseriaji/ Ageria with light spots. Above

3601 SqCm Slabs


Five Hundred Ten

Only

7192.15

30.0

0

Providing and fixing 1st quality standard

white, grey, ivory, fume red brown, light

green, light blue and other light shades

glazed tiles confirming to IS : 13753 & IS

: 15622 of size 200mm x 300mm in walls, floors steps, pillars etc. laid on a

bed of neat cement slurry finished with

flush pointing in the white cement mixed

with pigment to match the shade of the

tile complete (excluding the cost of

cement plaster on walls and pillar.)


Seventy Only

289332.57

31.0

0

Providing and fixing 1st quality MAT

finished ceremic tile size 300x300mm

confirming to IS : 13755 and IS : 15622

colour such as white, grey, ivory, fume

red brown, light green, light blue and

other light shades in floors, steps, pillars

etc. laid on a bed of neat cement slurry

finished with flush pointing in the white

cement mixed with pigment to match the

shade of the tile complete (including the

cost of cement mortar bed 1:4)

54.02 Sqm 990 Nine Hundred

Ninety Only

53476.45

32.0

0

Chequerred precast cement concrete

tiles 22 mm thick in footpath & courtyard

jointed with neat cement slurry mixed

with pigment to match the shade of tiles

including rubbing and cleaning etc.

complete on 20 mm thick bed of cement

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

Light shade using shade cement.

17.1 Sqm 315 Three Hundred

Fifteen Only

5386.62

19

19

33.0

0

Grading roof for water proofing treatment

with water proffing compound: Cement

concrete 1: 2: 4 (1 cement: 2 Course

sand: 4 Greded stone aggregate 20 mm

nominal size)


Eight Hundred

Sixty Five Only

157735.63

34.0

0

Random rubble dry stone Kharanja under

floor. 70.33 Cum 610 Six Hundred Ten

Only

42900.74

35.0

0

Providing and fixing of double leaf steel

shutter for cupboard, the frame is made

of pressed steel ISI section 80x25 mmx

1.25 mm thick with 1.00 mm MS sheet to

spot welded including holdfasts of

15x3mm, MS oxidized fittings such as

butt higes, sliding doors bolts, handles,

tower bolts and twin peg etc complete including applying priming coat of

approved steel primer of red oxide zinc

chromate and spray paintin in approved

shade with deco paint of approved quality

complete as per direction of Engineer In

Charge


Six Hundred

Ninety One Only

309676.16

36.0

0

Providing gola 75x75 mm in cement

concrete 1:2:4 ( 1 cement ; 2 coarse

sand : 4 stone aggregate 10 mm and

down gauge) including finishing with

cement mortar 1:3 ( 1 cement : 3 fine

sand ) as per standard design

178.05 rmt 35.6 Thirty Five and

Sixty Paise

6338.54

37.0

0

Making khurras 450 x 450mm with

average minimum thickness 50 mm

cement concrete 1:2:4 over P.V.C sheet

1 mtr. X 1 x 40micron finished with 12mm

cement plaster 1 : 3 and one coat of neat

cement rounding edges and making and

finishing the out let complete

10 no 130 One Hundred

Thirty Only

1300.00

38.0

0

Providing and fabricating reinforcement

for R.C.C work including straightening,

cutting, bending, placing in position and

binding(including cost of binding wire) all

complete up to floor five level. TMT bars

(conforming of relevent IS code)

37647.5

4

kg 65 Sixty Five Only 2447089.90

39.0

0

Filling of sunk portion of roof with earthen

post of required height including filling

voids with 1;3;6 light concrete, using

brick bats complete leveling and dressing

the surface by 50mm thick cement

concrete 1;2:4 as per specification

17.81 Cum 980 Nine Hundred

Eighty Only

17452.66

40.0

0

Supply and fixing in cement mortar

welded hand railing made out of MS

round or square bars, flats ect. For

staircase or verandah as per desing

complete in all respect (wooden or PVC

and railing to be paid extra) with priming

coat of red oxide.

1645.97 kg 83.5 Eighty Three and

Fifty Paise

137438.33

41.0

0

Making of drip course (tapka) in cement

sand mortar 1:6 width upto 40 mm and

10 mm thick as per approved design

3195.73 rmt 5.75 Five and Seventy

Five Paise

18375.46

42.0

0

Providing and fixing curtain rods of 1.25

mm thick chormium plated brass plate,

with two chromium plated brass brackets fixed with c.p. brass screws and wooden

plugs, etc. wherever necessary complete

20mm

144.82 rmt 82 Eighty Two Only 11875.00

20

20

43.0

0

Applying priming coat with ready mix pink

or gray primer of approved brand and

manufacture on wood work hard and soft

wood.

1653.75 Sqm 26 Twenty Six Only 42997.00

44.0

0

P&F Twin -peg of approved quality /

make C.P.brass (heavy) superior quality 118 each 69 Sixty Nine Only 8142.00

2.00 Part B : Saintary Works

1.00 P&F indian type white glazed vitreous

china 1st quality W.c. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making

good the wall and floor: size 530X410 mm

12 each 1650 One Thousand

Six Hundred Fifty

Only

19800.00

2.00 P & F European type white glazed

vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and

floor

6 each 4051 Four Thousand

Fifty One Only

24306.00

3.00 P&F water closet seat covers with brass hinges complete: solid PVC (IS 2548

marked) grade-I white for EWC.

6 each 759 Seven Hundred

Fifty Nine Only

4554.00

4.00 P&F C.P. lugs for toilet seat cover. 6 pair 108 One Hundred

Eight Only

648.00

5.00 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings

C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete

including cutting and making good the wall: PVC with PVC bend as per IS : 7231 .

6 each 2547 Two Thousand

Five Hundred

Forty Seven Only

15282.00

6.00 P&F WVC wash basin (Ist quality, I.S. :2556 mark) of approved make with C.I. brackets duly painted, 1No. 15 mm c.P.

pillar cock(IS:8934 mark)& 32 mm C.P. brass waste coupling of approved make, 25mm G.I. waste pipe complete

including cutting & making good the wall size 510 mmX400 mm


Eight Hundred

Twenty Eight

Only

32904.00

7.00 P&F kitchen & lab sink of approved

make with C.I. brackets duly painted, 40 mm C.P. waste coupling, c.P. Brass chain

with rubber plug, 40 mm G.I. waste pipe up- to floor level complete including cutting and making good the wall &

floor: 1.0 mm thick salem stainless steel AISI- 304 & IS 13983-1994 kitchen sink of approved make as per engineer-in

charge with large waste coupling overall size 24X18X8 inches Bowl size X16X8 inches

1 each 4818 Four Thousand

Eight Hundred

Eighteen Only

4818.00

8.00 P&F Beveled edge Mirror of special glass of approved make (Atul/ equivalent) complete with 6mm thick

asbestos cement sheet ground fixed to wooden screws and washers. Size 600x450mmx 4mm thick.

10 each 370 Three Hundred

Seventy Only

3700.00

21

21

9.00 P & F Towel Rail or Ring of approved quality/ make: C.P. brass towel rail

elbow type with concealed screws size 450 mm (Heavy duty)

10 each 517 Five Hundred

Seventeen Only

5170.00

10.0

0

P & F Grating of approved quality /make

Stainless steel sheet size 125 mm dia 28 each 67.8 Sixty Seven and

Eighty Paise

1898.40

11.0

0

P & F jet spray for water closet with C.P. Copper tube flange of approved make


Sixteen Only

1896.00

12.0

0

P & F GI pipes ( internal works ) with GI fittings eccluding Union (IS:1239 mark ) and MS clamps, including cutting &

making good the wall & floors.

12.0

1

A.15mm dia Nominal Bore 'B' class 110 mtr 185 One Hundred

Eighty Five Only

20350.00

12.0

2

B. 25mm dia Nominal Bore 'B' class 120 mtr 305 Three Hundred

Five Only

36600.00

13.0

0

P & F GI pipes ( External works ) with

GI fittings eccluding Union (IS:1239 mark ) and MS clamps, including trenching and refilling earth etc.

13.0

1

A.15mm dia Nominal Bore 'B' class 50 mtr 185 One Hundred

Eighty Five Only

9250.00

13.0

1

B. 25mm dia Nominal Bore 'B' class 150 mtr 287 Two Hundred

Eighty Seven

Only

43050.00

14.0

0

Making connection of GI distribution branch with GI main including all fitting. Upto 25mm dia

1 each 204 Two Hundred

Four Only

204.00

15.0

0

P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P.

Brass bib cock,15mm nominal bore.

50 each 645 Six Hundred

Forty Five Only

32250.00

16.0

0

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

Brass 400 gm. 15mm nominal bore.


Forty Four Only

5504.00

17.0

0

P & F Push Cock superior quality & of approved make: C.P. Brass 15mm

nominal bore.


Forty Five Only

1290.00

18.0

0

P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : Brass

wt.1000 gm, 25mm.

6 each 433 Four Hundred

Thirty Three Only

2598.00

19.0

0

P&F pillar cocks(IS; 8934 mark) of

superior quality and approved make. C.P. pillar cock, 15 mm dia nominal bore


Twenty Three

Only

3738.00

20.0

0

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)

18 each 566 Five Hundred

Sixty Six Only

10188.00

21.0

0

P&F 15 mm dia connection pipe of approved quality/ make PVC Pipes with

nuts 450mm.

24 each 126 One Hundred

Twenty Six Only

3024.00

22

22

22.0

0

P&F Flush Cock/Flush valve (IS :9758) for WC of approved make CP brass 25

mm nominal bore.


Twenty Five Only

12300.00

23.0

0

P&F Full way valve (IS:778 Mark) or wheel valve of approved make.

23.0

1

(A)Gun metal 15 mm nominal bore. 6 each 315 Three Hundred

Fifteen Only

1890.00

23.0

2

(B)Gun metal 25 mm nominal bore. 6 each 620 Six Hundred

Twenty Only

3720.00

24.0

0

P & F PVC Storage tank (IS 12701 marked indicating the BIS licence No.) of approved make with cover, 25mm dia

1M long G.I. Over flow pipe and 25 cm long wash out pipe with plug & socket including making connection etc

complete of approved design.

24.0

1

1000 Ltr. 5 each 8095 Eight Thousand

Ninety Five Only

40475.00

24.0

2

500 Ltr. 1 each 4313 Four Thousand

Three Hundred

Thirteen Only

4313.00

25.0

0

P& F rigid PVC Pipe (IS 4985 Mark)

Class 2nd /(4 kg /sqcm) approved quality / Make including joining the pipe with solvant cement rubber ring and lubricant.

25.0

1

(A)110 mm dia. 215 mtr 200 Two Hundred

Only

43000.00

25.0

2

(B) 160mm dia. 20 mtr 254 Two Hundred

Fifty Four Only

5080.00

26.0

0

plain Tee 110mm dia 24 each 169 One Hundred

Sixty Nine Only

4056.00

27.0

0

Door Tee 110 mm dia 8 each 180 One Hundred

Eighty Only

1440.00

28.0

0

Door 'Y 110 mm dia 8 each 241 Two Hundred

Forty One Only

1928.00

29.0

0

Bend 87.5 110 mm dia 20 each 131 One Hundred

Thirty One Only

2620.00

30.0

0

W.C. Connector with lipring 110 mm dia 18 each 178 One Hundred

Seventy Eight

Only

3204.00

31.0

0

plain floor trap 110 mm dia 22 each 402 Four Hundred

Two Only

8844.00

32.0

0

Gully trap 110 mm dia 4 each 494 Four Hundred

Ninety Four Only

1976.00

23

23

33.0

0

Construction of manhole in all type of soil inner size 90X60 cm. thick cement

concrete 1:50:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick

M-15 grade C.C flooring, making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade

C.C flooring, cement cover with frame of 450 mm dia, earthwork etc. complete as

per design including disposal of surplus earht within 50 mtr. lead. Depth up to 0.5m

4 each 3230 Three Thousand

Two Hundred

Thirty Only

12920.00

34.0

0

Construction of chambers in all type of soil with 300 mm thick mesonary in cement sand mortar 1:6 100 mm thick

CC 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6 finished with floating neat cement ,50 mm thick M-15

grade CC flooring , Earth work etc. complete as per design including disposal of surplus earth within a lead of 50 Mtr.

Inside size 300X300 mm depth upto 0.5 Mtr. And 5 kg. CI cover with frame .


Two Hundred

Seventy Five Only

17850.00

35.0

0

Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM

1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring,

earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: 3.24.1 Size 300

Cm. dia outside & 300Cm. depth .

2 each 12537 Twelve Thousand

Five Hundred

Thirty Seven Only

25074.00

36.0

0

Construction of Septic Tank in all type of soil with 40 cm thick masonry with CM 1:6, 15 cm thick CC bed of 1:5:10 M15

grade CC flooring & over stone slab covering, 80 mm thick slab jointing of

slab in in CM 1:3, Ralthal, Kharanja 50 mm thick stone partition walls , 20 mm thick plaster in CM 1:6 finished with neat

floating cement , 4 nos. CI foot rest of approved design , 2 nos 450 mm dia 25 kg each CI cover with frame earth work

etc complete as per approved drawing including disposal of surplus earth within a lead of 50 Mtr. Size 400x140x150 cm (

for 50 users )

2 each 28553 Twenty Eight

Thousand Five

Hundred Fifty

Three Only

57106.00

24

24

37.0

0

Construction of Open Surface Drain with 112mm thick brick masonry in CM

1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed

faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm

drain,225mmm av. Depth

45 mtr 370 Three Hundred

Seventy Only

16650.00

Part C : Electric Works

1.00 Wiring of light point/fan point/exhaust fan point/ call bell point

with 1.5 sq. mm nominal size FR

PVC insulated unsheathed flexible

copper conductor 1.1 KV grade and 1.5 sq. mm nominal size FR PVC

insulated unsheathed flexible copper

earth conductor 1.1 KV grade (IS:

694) of approved make group-2

1.01 Short point (up to 3 mtr.) 83 each 172 One Hundred

Seventy Two

Only

14276.00

1.02 Medium point (up to 6 mtr) 160 each 270.4 Two Hundred

Seventy and

Forty Paise

43264.00

1.03 Long point (up to 10 mtr) 80 each 379.2 Three Hundred

Seventy Nine and

Twenty Paise

30336.00

2.00 Wiring of twin control light point

with 1.5 sq. mm FR PVC insulated

unsheathed flexible copper conductor 1.1 KV grade and 1.5 sq. mm FR

PVC insulated unsheathed flexible

copper earth conductor 1.1 KV grade (IS: 694) of approved make in

surface/recessed I group-2 Long point

(up to 10 mtr)


Eighty Only

1520.00

3.00 Wiring of 3 pin 5 amp. light plug

point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible

copper conductor 1.1 KV grade and

1.5 sq. mm nominal size FR PVC

insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS:

694) of approved make in

surface/reces group -2 On board

120 each 72 Seventy Two

Only

8640.00

25

25

4.00 S & F follwing sizes (dia.) of ISI

marked medium duty PVC conduit along with accessories in surface/

recessed using clamps, fastener as

required including cutting the wall ,

covering conduit with wire mess and making good the same as required.

Group-2 25 mm dia

480 mtr 33.6 Thirty Three and

Sixty Paise

16128.00

5.00 Supplying and drawi;ng FR PVC

insulated & unsheathed flexible

copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make

in existing surface ofr necessed

conduit/ casting capping including

making connections etc. as required. Group-2

5.01 2 x 1.5 sq. mm 400 mtr 22.1 Twenty Two and

Ten Paise

8840.00

5.02 2 x 2.5 sq. mm 560 mtr 34.9 Thirty Four and

Ninety Paise

19544.00

5.03 2 x 4 sqmm 240 mtr 48.5 Forty Eight and

Fifty Paise

11640.00

6.00 P & F 240/415 V MCB 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 with

lugs, testing etc. as required. Group-2

6.01 6 A to 32 A rating 36 each 114 One Hundred

Fourteen Only

4104.00

6.02 40 A to 63A rating 15 each 212 Two Hundred

Twelve Only

3180.00

7.00 P & F Recessed/ Surface mounting

heavy duty horizontal type sheet steel

Distribution board phophatised/ powder painted complete with 100

Amp copper copper bus bar, shorting

link, neutral, earth link and din bar,

conforming to IS 13032 & IS 8623 including making internal DB

termination with copper lux, testing

etc. as reqd. . group-2

7.01 Single door(Single Phase) 8 way 8 each 510 Five Hundred Ten

Only

4080.00

7.02 Single door(Single Phase) 16 way 2 each 680 Six Hundred

Eighty Only

1360.00

26

26

8.00 P & F strip fluorscent tube fitting

fabricated from (CRCA sheet and finished with powder coating/stove

enamelled non corrosive UV resist EP

channel) complete with

accessories(Low loss copperchoke, starter, starter seat)/Electronic choke

with terminal block duely prewired

with copper conducter including

making connection, testing etc. as required(Without tube) 1x36 watts

with OCCB. Group-2

80 each 315.2 Three Hundred

Fifteen and

Twenty Paise

25216.00

9.00 P & F Fluorscent tube rod in existing

fixtures as required, minimum 3 star

rating,36/40 watts

80 each 50.4 Fifty and Forty

Paise

4032.00

10.0

0

Pipe Earthing as per IS: 3043 with

perforated 3.0 mtr. Long, 40 mm dia.

'B' clas G.I. Pipe including all

accessories like nut, bolts, reducer, nipple, wire meshed funnel, and brick

masonary finished chamber covered

with ferro cement cover C.I. Frame of

size 300mm x 300mm and embodying the pipe complete with alternate

layers salt and coke/charcoal, testing

of earth resistance as required.


Six Hundred Fifty

Only

1650.00

11.0

0

10 SWG G.I. Wire from earth Wire 30 mtr 6 Six Only 180.00

12.0

0

P & F IP-43 protected street light luminaire on existing bracket suitable

for FTL, made out from CRCA sheet

steel finished with stove enamelled

paint, having deep drawn aluminium alloy canopy reflector cum control

gear tray, clear ribbed acrylic diffuser.

Group-2 1 x 36 watts


One Hundred

Sixteen Only

6696.00

13.0

0

P & F of Heavy duty capacitor start 900/1400 RPM single phase ISI

marked Exhaust fan, IS:2312 marked

in existing opening including making

connections testing etc. as required 300 mm sweep (900/1400 RPM)

15 each 2551.7 Two Thousand

Five Hundred

Fifty One and

Seventy Paise

38275.50

14.0

0

P/I aying PVC insulated & PVC

sheathed cable of 1.1 kV grade with

aluminium conductor of IS:1554 P-I of Groups of approved make in

ground as per IS:1255 including

excavation of 30cm x 75cm size

trench, 25cm thick under layer of sand, Iind class bricks covering,

refilling earth, compaction of earth,

making necessary connection, testing

etc. as required of size 6 sqmm, 4

80 mtr 146 One Hundred

Forty Six Only

11680.00

27

27

core arm

15.0

0

P & F star rated double ball beari;ng capacitor start, aluminium body and

blade ceiling fan with down rod upto

30 cm with 3x1.5 sqmm pvc insulated

flexible copper conductor making connection testing etc as required.

1200 mm sweep 5 star rated

63 each 1611.6 One Thousand

Six Hundred

Eleven and Sixty

Paise

101530.80

16.0

0

P & F IS:371 marked 6 amp sufface

type celling rose inculuding making commection testing etc. grup-2

(E071400)

70 each 14.4 Fourteen and

Forty Paise

1008.00

17.0

0

Supplying and fixing ISI maked (IS

:3854) 16 amp flush type switch including cutting hole in tile and

making connection testing etc. as

required.

66 each 37.6 Thirty Seven and

Sixty Paise

2481.60

18.0

0

Supplying and fixing ISI marked (IS :1293) 3/6 pin 16 amp flush type

socket including cutting hole in tile

and making connection testing etc. as

required (E071300)

66 each 41.6 Forty One and

Sixty Paise

2745.60

19.0

0

P & F ISI marked 6 amp bakelite

batten/ angle holder including making

connection testing etc. as required

grup-2 (E071500)

60 each 16 Sixteen Only 960.00

20.0

0

P & F 18 swg MS Recessed fan box,

hexagonal/round of size 130mm dia,

depth 75 mm , 12mm dia rad fan hook

with 100mm length extended on eeach side. gourp-1 (E170500)

80 each 95 Ninety Five Only 7600.00

21.0

0

P & F ISI marked socket size flush

type 120 /280 watt rotary 5 step fan

regulator including making connection testing etc. as required


Sixty Eight Only

11760.00

22.0

0

Supply & Fixing ISI marked

(IS:13849) Portable fire exitnguisher,

ABC type, finished externally with red enamel paint, complete in all

respects including initial fill and wall

suspension of following capacity,

9kg,

4 each 7350 Seven Thousand

Three Hundred

Fifty Only

29400.00

28

28

23.0

0

P & F 18 SWG Sheet steel boxes duly

finisded with two coats of red oxide and with earthing terminal of

following sizes (nominal size) on

surfacae or in recessed as required.

175mmX 100mmX60mm (E050100)

80 each 57 Fifty Seven Only 4560.00

Bounday Wall With Guard Room

1.00 Earth work in excavation by

mechanical means (Hydraulic Excavator )/ manual means in

foundation trenches or drains (not

exceeding 1.5 m in width or 10 sum

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

m, including taking out the excavated

soil and depositing and refilling of

jhiri with watering & ramming and disposal of surplus excavated soil as

directed with in a lead of 50 meter.

All kinds of soils

96.58 Cum 96 Ninety Six Only 9272.02

2.00 P.C.C. IN FOUNDATION Providing and laying in position cement

concrete including curing compaction

etc. complete in spcified grade

excluding the cost of centering and shuttering all work upto plinth level

1:4:8(1 cement:4 Coarse sand :8

gradeed stone aggregate 40 mm

nominal size).

18.58 Cum 2695 Two Thousand

Six Hundred

Ninety Five Only

50074.45

3.00 Random Rubble stone masonry for

with hard stone in foundation and

plinth in Cement Sand mortar above

30 CM thick wall in cement mortat 1:6 (1-Cement: 6- Sand)

74.59 Cum 1750 One Thousand

Seven Hundred

Fifty Only

130528.13

4.00 DPC:-Providing and laying in

position specified grade of cement

concrete for all RCC structural elements upto plinth level including

curing, compaction, finishing with

rendering in cement sand mortar 1:3

(1 cement: 3 coarse sand) and making good the joints and cost of plastizers

(if required excluding the cost of

centering, shuttering and

reinforcement . M20 Grade Nominal Mix/Design mix.

9 Cum 4655 Four Thousand

Six Hundred Fifty

Five Only

41915.95

5.00 STONE MASONRY IN SUPER

STRUCTURE Random Rubble stone

masonry with hard stone in superstucture above plinth level and

upto five level wall upto 30 cm and

less thickness cement sand mortar 1:6

(1-Cement: 6- Sand)


Seventy Only

217543.75

29

29

6.00 Beams:-Providing and laying in

position specified grade of cement concrete for RCC structural elements

upto floor five level including curing,

compaction, finishing with rendering

in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the

joints and cost of plastizers( if

required) excluding the cost of

centering, shuttering and reinforcement for Beams, suspended

floors, roofs, griders having slopes up

to 15º, landings, balconies, shelves,

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

etc.

M20 grade Nominal Mix / Design

Mix


Nine Hundred

Forty Five Only

8547.93

7.00 Slab:-Providing and laying in

position specified grade of cement

concrete for RCC structural elements

upto floor five level including curing, compaction, finishing with rendering

in cement sand mortar 1:3 (1 cement:

3 coarse sand) and making good the

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

centering, shuttering and

reinforcement for Beams, suspended

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

chajjas, lintels, bands, plain windows

sills, staircases and spiral staircases

etc. M20 grade Nominal Mix / Design

Mix


Nine Hundred

Forty Five Only

15121.44

8.00 Centering & shuttering with plywood

or steel sheets including strutting, propping bracing both ways with steel

props and removal of formwork for

upto floor five level for :Suspended

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

coping bed plates, anchor blocks,

sills, chhajjas, lintel, beam, plinth

beam etc.


Eighty Eight Only

13280.60

9.00 Steel Reinforcement:-P/F reinforcement for RCC work

including straightening,cutting,

bending, placing in position and

binding (including cost of binding wire) all complete upto floor five

leveTMT bars (Conforming of

1155.14 kg 69 Sixty Nine Only 79704.66

30

30

relevent IS Code).

10.0

0

Pillar Masonary:-Random Rubble

stone masonry with hard stone in

superstucture above plinth level and upto five level for square or

rectangular pillers cement sand

mortar 1:4 (1-Cement: 4- Sand)


Two Hundred

Eighty Five Only

44512.94

11.0

0

Door Frames:-Providing and fixing in CM 1 : 4 double paitam (rebated)

stone door window and ventilator

frames of approved quarry :Size 100

x 75mm.

6.9 mtr 133 One Hundred

Thirty Three Only

917.70

12.0

0

Doors:-Providing and fixing M.S.

sheet 1mm thick double leaf door

shutter in angle iron frame

35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above

and below lock rail of size 50x5mm

beading extra including all fittings, as

per direction of Engg. incharge but excluding cost of chowkhats:

including two coats of anit-corrosive

red oxide primer paint

2.26 sqm 1662 One Thousand

Six Hundred Sixty

Two Only

3751.97

13.0

0

Glazed Window:Providing and fixing steel glazed doors windows and

ventilator shutters of standard rolled

steel section joints mitred and welded

with steel lugs 13x3mm, 10cm. long embedded in cement concrete block

15x10x10cm. of 1:3:6 (1cement : 3

coarse sand : 6 graded stone

aggregate 20mm nominal size) or with wooden plugs and screws or

rawl plugs and screws with fixing

clips or with bolts and nuts as

required including providing and fixing of plain glass panes 4mm thick

with cooper glazing clips and special

metal sash putty of approved make or

metal beading with screws complete including priming coat of approval

steel primer, excluding the cost of

metal beading and other fitting except

necessary hinges of pivots steel handles peg stay etc. as required

:Partly fixed and partly openable [

fixed area not to exceed 33%]

3.92 sqm 2240 Two Thousand

Two Hundred

Forty Only

8769.60

31

31

14.0

0

Wire Gauge Supplying & fixing fixed

wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section

by metal beading 20X3mm with

suitable screw at not exceeding

150mm distance. Less 20% glazzed area

3.13 sqm 540 Five Hundred

Forty Only

1691.28

15.0

0

Guard Bars: P&F square bars or other

flat welded to window/ventilators

etc., Guard bar 12 x12mm

28.37 kg 73 Seventy Three

Only

2071.13

16.0

0

Supplying and Filling in plinth with

river sand under floors including watering ramming consolidating and

dressing complete including cost of

sand

5.05 Cum 675 Six Hundred

Seventy Five Only

3406.05

17.0

0

Stone Kharanja: RR Dry stone kharanja under floor

1.68 Cum 520 Five Hundred

Twenty Only

874.64

18.0

0

Cement Concrete:- Providing and

laying in position cement concrete

including curing compaction etc. complete in spcified grade excluding

the cost of centering and shuttering all

work upto plinth level 1:4:8(1

cement:4 Coarse sand :8 gradeed stone aggregate 40 mm nominal size).


Six Hundred

Ninety Five Only

2266.50

19.0

0

Kota stone slab flooring 25 mm thick

over 20 mm (average) thick base laid

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

the shade of the slab including

rubbing and polishing complete with

base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab

from 2001 to 5000 Sq.Cm

10.34 sqm 630 Six Hundred

Thirty Only

6512.63

20.0

0

Kota stone slabs 25 mm thick in risers

of steps, skirting, dado and pillars laid on 12 mm (average) thick cement

mortar 1:3 (1 cement 3 coarse sand)

and jointed with grey cement slurry

mixed with pigment to match the shade of the slabs, including rubbing

and polishing complete(For area of

each slab upto 2001 Sqcm)

4.6 sqm 660 Six Hundred Sixty

Only

3032.70

21.0

0

Plaster on new surface on walls in

cement sand mortar 1:6 including racking of joint etc. complete fine

finished : 20 mm thick

349.4 sqm 96 Ninety Six Only 33542.45

22.0

0

Plaster(Ceiling): 6 mm thick cement

plaster to ceiling of mix 1:3 (1 cement: 3 fine sand)


Three Only

958.16

32

32

23.0

0

Grading roof for water proofing

treatment with water proffing compound: Cement concrete 1: 2: 4

(1 cement: 2 Course sand: 4 Greded

stone aggregate 20 mm nominal size)


Six Hundred

Eighty Only

2567.49

24.0

0

Grading roof for water proofing

treatment with water proffing compound: Cement Mortar 1: 4 (1

cement: 4 Course sand)


One Hundred

Twenty Only

725.60

25.0

0

Gola Providing gola 75mm x 75mm

in cement concrete 1:2:4(1 cement: 2 coarse sand: 4 stone aggregate 10

mm and down gauge) including

finished with cement mortar 1:3(1

cement: 2 fine sand) as per standard design.

12.2 mtr 35.6 Thirty Five and

Sixty Paise

434.32

26.0

0

Distempering with oil bound

washable distemper of approved

brand and manufacture to give an even shade including all scafflolding:

New work ( Tow or more coats) over

and including scrapping and priming

coat with cement prime

46.51 sqm 50 Fifty Only 2325.63

27.0

0

Exterior Finishing: Finishing wall

with water proofing cement paint of

appd brand & manufacture and of

reqd. shade to give an even shade including all scafolding New work

(three or more coats applied at the

rate of 3.84 kg/10 sqm)

302.89 sqm 33.5 Thirty Three and

Fifty Paise

10146.75

28.0

0

PANTING ON DOORS & WINDOWS :- Painting with syntheitic enamel

paint of approved brand and

manufacture in all shade to give an

even shade new steel work (2 or more coat on new work).

36.76 sqm 36 Thirty Six Only 1323.41

29.0

0

COPING:-Providing and laying

cement concrete including curing

compaction etc. complete in retaining walls, return walls, walls(any

thickness) including attached

pilasters, columns, piers, abutments,

pillers, posts, struts, buttresses, string or lacing courses, parapets, coping,

bed blocks, anchor blocks, plain

window sills, fillets, levelling course

etc upto floor five level excluding the cost of centering and shuttering.

M15 grade nominal mix 1:2:4(1

cement:2 Coarse sand :4 gradeed

stone aggregate 20 mm nominal size).

3.04 sqm 4340 Four Thousand

Three Hundred

Forty Only

13195.77

33

33

30.0

0

P&F rigid PVC Pipe (IS:4985 mark)

class II/ (4 Kg. /Cm2.) approved quality /make including joining the

pipe with solvent cement rubber ring

and lubricant. 110mm dia

3.75 mtr 200 Two Hundred

Only

750.00

31.0

0

P&F rigid PVC pipe fittings (IS: 4985

mark) of approved quality /make including joining the pipe with

solvent cement rubber ring and

lubricant: Bend 87.5

31.0

1

110mm dia 1 no. 131 One Hundred

Thirty One Only

131.00

31.0

2

Pipe Clip 110 mm dia 3 no. 52.75 Fifty Two and

Seventy Five

Paise

158.25

32.0

0

Providing and fixing steel gate ,

grating, and grils made of angels ,

tees, square bars, flats, or black pipe with hold fast and fittings complete as

per design and drawing including

cutting welding and fabrication with

priming coat of red oxide.

195 kg 79 Seventy Nine

Only

15405.00

PART-B (Electric Work) Based on BSR PWD 2012, Jaipur Circle

1.00 Wiring of light point/fan

point/exhaust fan point/ call bell point

with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible


1.5 sq. mm nominal size FR PVC

insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS:

694) of approved make group-2 Short

point (up to 3 mtr.)


Seventy Two

Only

344.00

2.00 Fan point -Short point (up to 3 mtr.) 1 each 172 One Hundred

Seventy Two

Only

172.00

3.00 Wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size

FR PVC insulated unsheathed flexible


1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper

earth conductor 1.1 KV grade (IS:

694) of approved make in

surface/reces group -2 On board

1 each 72 Seventy Two

Only

72.00

34

34

4.00 S & F follwing sizes (dia.) of ISI

marked medium duty PVC conduit along with accessories in surface/

recessed using clamps, fastener as

required including cutting the wall ,

covering conduit with wire mess and making good the same as required.

Group-2 25 mm dia

10 mtr 33.6 Thirty Three and

Sixty Paise

336.00

5.00 Supplying and drawi;ng FR PVC

insulated & unsheathed flexible

copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make

in existing surface ofr necessed

conduit/ casting capping including

making connections etc. as required. Group-2

5.01 2 x 1.5 sq. mm 5 mtr 22.1 Twenty Two and

Ten Paise

110.50

5.02 2 x 2.5 sq. mm 5 mtr 34.9 Thirty Four and

Ninety Paise

174.50

6.00 P & F strip fluorscent tube fitting

fabricated from (CRCA sheet and

finished with powder coating/stove enamelled non corrosive UV resist EP

channel) complete with

accessories(Low loss copperchoke,

starter, starter seat)/Electronic choke with terminal block duely prewired

with copper conducter including

making connection, testing etc. as

required(Without tube) 1x36 watts with OCCB. Group-2

2 each 315.2 Three Hundred

Fifteen and

Twenty Paise

630.40

7.00 P & F Fluorscent tube rod in existing

fixtures as required, minimum 3 star

rating,36/40 watts

2 each 50.44 Fifty and Forty

Four Paise

100.80

8.00 P/I aying PVC insulated & PVC

sheathed cable of 1.1 kV grade with

aluminium conductor of IS:1554 P-I

of Groups of approved make in ground as per IS:1255 including

excavation of 30cm x 75cm size

trench, 25cm thick under layer of

sand, Iind class bricks covering, refilling earth, compaction of earth,

making necessary connection, testing

etc. as required of size 6 sqmm, 4

core arm

10 mtr 146 One Hundred

Forty Six Only

1460.00

35

35

9.00 P & F star rated double ball beari;ng

capacitor start, aluminium body and blade ceiling fan with down rod upto

30 cm with 3x1.5 sqmm pvc insulated

flexible copper conductor making

connection testing etc as required. 1200 mm sweep 3 star rated

1 each 1233.4 One Thousand

Two Hundred

Thirty Three and

Forty Paise

1233.40

10.0

0

P & F IS:371 marked 6 amp sufface

type celling rose inculuding making

commection testing etc. grup-2

(E071400)

1 each 14.4 Fourteen and

Forty Paise

14.40

11.0

0

P & F 18 swg MS Recessed fan box,

hexagonal/round of size 130mm dia,

depth 75 mm , 12mm dia rad fan hook

with 100mm length extended on eeach side. gourp-1 (E170500)

1 each 95 Ninety Five Only 95.00

12.0

0

P & F 18 SWG Sheet steel boxes duly

finisded with two coats of red oxide

and with earthing terminal of following sizes (nominal size) on

surfacae or in recessed as required.

175mmX 100mmX60mm (E050100)

1 each 57 Fifty Seven Only 57.00

Rain Water Harvesting Structure

1.00 Earth work in excavation by

mechanical means ( hydraulic

Excavator) manual means in

foundation trenches or drains ( not exceeding 1.5 m in width or 10 sum

on plan including dressing of sides

and ramming of bottoms lift upto 1.5

m including taking out the excavated soil and depositing and refilling of

jhirei with watering & ramming and

disposal of surplus excavated soil as

directed with in a lead of 50 meter all kinds of soils

159.19 cum 96 Ninety Six Only 15282.01

2.00 Providing and laying cement concrete

including curing compaction etc.

complete using brick aggregate in foundation plinth excluding the cost

of shuttering using I cement : 4 sand ;

8 aggregate mix

16.2 cum 2695 Two Thousand

Six Hundred

Ninety Five Only

43667.14

3.00 Brick masonry with F.P.S bricks of

class designation 75 in foundation and plinth with bricks in cement sand

morter 1:6

44.53 cum 4050 Four Thousand

Fifty Only

180344.72

4.00 Supplying and fixing stone lintels/

bed plats of approved quarry rough dressed in cement mortar up to 15 cm

thick

16.9 cum 5480 Five Thousand

Four Hundred

Eighty Only

92614.08

36

36

5.00 Stone slab roofing on ground floor

with fine grained stone slab from approved quarry (soorsagar jodhpur)

including filling of joints of para pet

and slab on both sides in cement sand

mortar 1:4

24.1 sqm 1950 One Thousand

Nine Hundred

Fifty Only

46995.00

6.00 Plaster on new surface on walls in cement sand mortar 1:4 including

racking of joint etc. complete fine

finished 20 mm thick


Nineteen Only

30416.32

7.00 Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded

stone aggregate) finished with a

floating coat of neat cement including

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

cost of nosing of steps etc. complete.

40mm thick with 20mm thick

nominal size aggregate

54.79 sqm 230 Two Hundred

Thirty Only

12601.70

8.00 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 M -15 grade nominal mix 1:2:4 (

1 cement : 2 coarse sand ; 4 graded

stone aggregate 20mm nominal size.

4.95 cum 3680 Three Thousand

Six Hundred

Eighty Only

18216.00

9.00 Providing and laying cement concrete

including curing compaction etc

complete in retaining walls return

walls walls ( any thickness) including attached pilasters columns piers

abutments pillars posts struts

buttresses string or lacing courses

parapets coping bed blocks anchor blocks plain window sills fillets

leveling course etc up to floor five

level excluding the cost of centering

and shuttering M 15 grade nominal mix 1:2:4 (1 cement : 2 coarse sand ;

4 graded stone aggregate 20mm

nominal size.

2.53 cum 3820 Three Thousand

Eight Hundred

Twenty Only

9664.60

10.0

0

Providing and fixing steel gate grating and grills made of angles tees square

bars flats or black pipe with holdfast

and fittings complete as per design

and drawing including cutting welding and fabrication with priming

coat of red oxide

100 kg 79 Seventy Nine

Only

7900.00

11.0

0

Installation of India mark II hand

Pump set complete on existing plate form


One Hundred

Forty Four Only

1144.00

37

37

12.0

0

Supplying of India mark II hand pup

set complete marked with cylinder and ten connecting rods etc. IS 1239

1 each 7865 Seven Thousand

Eight Hundred

Sixty Five Only

7865.00

13.0

0

Supplying and installation of 32mm

dia G.I. pipe medium class IS 1239

marked in 3m length including all accessories and fittings required for

installation of hand pump

3 mtr 303 Three Hundred

Three Only

909.00

14.0

0

supply of stone aggregate (single

Size) : 40mm Nominal size with a lead of 20 K.M.

2 cum 863 Eight Hundred

Sixty Three Only

1726.00

15.0

0

Supply of Bajri with a lead of 80

K.M.

1.2 cum 805.5 Eight Hundred

Five and Fifty

Paise

966.60

Total Estimated Cost in Figures

12487509.8

0

Quoted Amount 124.87 lakh

Quoted Rate in Words

Rupees one hundred twenty four lakh eighty seven thousand

only

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