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
PRINCIPAL ITEMS OF WORK (Qty.)
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
(With seal wherever applicable)
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
PRINCIPAL ITEMS OF WORK (Qty.)
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)
Note : Certificate from concerned Engineer-in-charge should be
enclosed in support and verification of above statement.
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
(With seal wherever applicable)
,
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
(With seal wherever applicable)
Note : Certificate from concerned Engineer-in-charge should be
enclosed in support and verification of above statement.
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
Signature of Bidder (With seal wherever applicable)
Note : Certificate from concerned Engineer-in-charge should be
enclosed in support and verification of above statement.
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.
Signature of Bidder (With seal wherever applicable)
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 ..............................................
21
22
23
24
25
26
27
1
1
GOVERNMENT OF RAJASTHAN
RAJASTHAN COUNCIL OF SECONDARY EDUCATION
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
GOVERNMENT OF RAJASTHAN
RAJASTHAN COUNCIL OF SECONDARY EDUCATION
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
3
3
4
4
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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
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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.
63.73 Cum 4655 Four Thousand
Six Hundred Fifty
Five Only
296641.23
6.00 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
18.93 Cum 4945 Four Thousand
Nine Hundred
Forty Five Only
93620.73
7.00 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
204.21 Cum 4945 Four Thousand
Nine Hundred
Forty Five Only
1009825.03
8.00 Providing and laying in position specified
grade of cement concrete for RCC
structural elements upto floor five level
including curing, compaction, finishing
with rendering in cement sand mortar 1:3
(1 cement: 3 coarse sand) and making
good the joints and cost of plastizers( if required) excluding the cost of centering,
shuttering and reinforcement for Walls
(any thickness) including attached
pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, 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
33.83 Sqm 1385 One Thousand
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
4.76 Sqm 1510 One Thousand
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.)
270.4 Sqm 1070 One Thousand
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)
40.81 Cum 3865 Three Thousand
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
183.13 Sqm 1691 One Thousand
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
18 each 1828 One Thousand
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
6 each 316 Three Hundred
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.
16 each 344 Three Hundred
Forty Four Only
5504.00
17.0
0
P & F Push Cock superior quality & of approved make: C.P. Brass 15mm
nominal bore.
2 each 645 Six Hundred
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
6 each 623 Six Hundred
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.
12 each 1025 One Thousand
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 .
14 each 1275 One Thousand
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)
4 each 380 Three Hundred
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.
1 each 1650 One Thousand
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
6 each 1116 One Thousand
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
70 each 168 One Hundred
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)
105.09 Cum 2070 Two Thousand
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
1.73 Cum 4945 Four Thousand
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
3.06 Cum 4945 Four Thousand
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.
70.64 sqm 188 One Hundred
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)
19.48 Cum 2285 Two Thousand
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).
0.84 Cum 2695 Two Thousand
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)
9.3 sqm 103 One Hundred
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)
0.7 Cum 3680 Three Thousand
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)
0.23 Cum 3120 Three Thousand
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
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 Short
point (up to 3 mtr.)
2 each 172 One Hundred
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
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
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
255.6 sqm 119 One Hundred
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
1 each 1144 One Thousand
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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