AHMEDNAGAR MUNICIPAL CORPORATION Tender For Construction of Housing Unit Constractor - 1 - Commissioner, A.M.C. AHMEDNAGAR MUNICIPAL CORPORATION TENDER DOCUMENT Dr.Babasaheb Ambedkar Shram Safaly Awas Yojana NAME OF WORK : Construction of 113 Housing Unit & Other related works at Nalegaon Sr.no.220/221 ISSUED BY : THE COMMISSIONER, AHMEDNAGAR MUNICIPAL CORPORATION, AHMEDNAGAR
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NAME OF WORK : Construction of 113 Housing Unit & Other
related works at Nalegaon Sr.no.220/221
ISSUED BY :
THE COMMISSIONER,
AHMEDNAGAR MUNICIPAL CORPORATION, AHMEDNAGAR
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 2 - Commissioner, A.M.C.
NAME OF WORK : Construction of 113 Housing Unit & Other related
works at Nalegaon S.No. 220/221
INDEX
A-Tender Documents
Sr.No. Particulars Page No.
1 Detailed Tender Notice to Contractor 3
2 Declaration of the contractor 11
3 Clauses 14
4 Special Conditions 43
5 General Condition & instructions to bidder 45
B-Schedule B and Drawings
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 3 - Commissioner, A.M.C.
AHMEDNAGAR MUNICIPAL CORPORATION DETAILED RE. E-TENDER NOTICE NO :- 386 / 2012-2013
Ahmednagar Municipal Corporation invites sealed tender in prescribed schedule from registered Contractors of PWD departments & having financial registration limit of Rs. 7.5 Crors of (Class II) for the above work. The details of tender notice is as below.
Sr.No. Envelopes Start Date & Time Expiry Date & Time
1 Sale of Tender Form 09/10/2012 11:00 16/10/2012 11:00
2 Preparation of Tender 09/10/2012 11:00 18/10/2012 11:00
4 Submission of Tender 18/10/2012 17:46 22/10/2012 15:00
5 Opening of Technical Bid 22/10/2012 15:01 22/10/2012 17:45
6 Opening of Commercial Bid 22/10/2012 17:46 23/10/2012 17:45
Tender No.
Name of Department
Code No.
Name of Work Tender Document Free (Non Refundable)
E.M.D. Time Limit
386 Project Deprtment.
Construction of 113 Housing Unit & Other related Works at S..No. 220/221 Nalegaon Under Dr.Babasaheb Ambedkar Shram Safaly Awas Yojna
Rs. 5000/- (Rs.Five Thounsand Only)
Rs.3,81,000/- (Rs.Three lacs,Eighty One Thousand Only)
15 Month
Terms and conditions 1. The sale of Tender form is only available on http://amc.maharashtra.etenders.in website online method. 2.It is necessary to create the User ID and Password to participate in Tender process and to click enrolment details new bidder for registration on http://amc.maharashtra.etenders.in Feel free to contact on Tel. No.020-41466666 for any doubtor E-Tehder procedure. 3. Tender form Fees & Earnest Money deposit amount shuld be deposited separately in the form of Demand Darft of any Nationalised Bank or Scheduled Bank in favour of "E- Tender Deposit Fund Ahmednagar Municipal Corporations" account in AXIS BANK A/c. 911020011270125. Please mention D.D. No. Name of the Bank & Tender No. in details note on the both side of slip (Consumer copy & Bank copy). The scan copy of Tender form purchased DD and EMD DD should be sent to e-mail address amc [email protected] of Corporation in PDF format. 4.The Tender should be submitted in TWO (2) envelop system.i.e. Technical & Commercial bid. 5. The Tendar Holder has to use DIGITAL SIGNATURE KEY for submission. 6. Sale of Tender form and ACCEOTANCE of Tender procedure will be done by Online only. 7. The published Tender Notice in News Papers or Website etc. is a part of Terms & Conditions of the Tender. 8. The Commissioner, Ahmednagar Municipal Corporation reserves the right to accept or reject or to give extension in submission period or cancellation of called Tenders without assigning any reason there to. 9. It is a sole responsibillty of Tender Holder for non-receipt of Tender form on LAST DAY& DATE of sale or non-submission on last day nad date of Online submission. 10. If there is official holiday on last day of tender opening the tenders will be open on next official date. 11.The total work shall be carried out within 15 months from the issue of the work order. 12 .While submitting the online tender document the Xerox Copy of submitted of demand draft in AXIS Bank A/C & seal bank slip should be scanned & uploaded during submission & online upload technical document button should be used while submittion. After the openign of tender the tenderer shuld submit the counter slip of DD of EMD of the Bank to the concerned department. All the documents shuld be given page no. while uploading. 13.The COMMISSIONER, AHMEDNAGAR MUNICIPAL CORPORATION reserves the right to accept or reject any tender doucument without any reason. project Engineer Town planner Dy.commissioner (Tax) COMMISSIONER
AHMEDNAGAR MUNICIPAL CORPORATION
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 4 - Commissioner, A.M.C.
1.2 EARNEST MONEY :
1.2.1 Earnest money of Rs. 3,81,000/- to be deposited along with the tender in
favour of Commissioner, Ahmednagar Municipal Corporation.
1.2.2 Tender of those who do not deposit earnest money as above acceptable
forms shall be summarily rejected.
1.3 THE AMOUNT OF EARNEST MONEY :
The amount of earnest money will be refunded to the unsuccessfully tenderer on
deciding about the acceptance of otherwise of the tender or on expiry of the validity
period whichever is earlier. In case of the successful tenderer, it will be refunded on his
paying the initial security deposit and completing the tender documents or will be
transferred toward a part of security deposit to be paid after awarding of the work, if
successful tenderer does not pay the security deposit in the prescribed time limit and
complete the agreement bond, his earnest money deposit will be forfeited to The
Ahmednagar Municipal Corporation.
While submitting the tender, the tenderer shall submit the documents in three
sealed envelopes as below:
1.4 ENVELOPE NO.1 :
The first Envelope marked as Envelope No.1 shall contain the following
documents:
i) A list of documents accompanying in Envelope No.1.
ii) Cash receipt of EMD Ahmednagar Municipal Corporation or Demand
Draft of any Nationalize or Schedule Bank for the amount of earnest
money.
iii) Certificate Valid on the date of submission of tender as a Registered
Contractor with the Government of Maharashtra PWD Department in
appropriate category.
iv) List of Machinery and plant immediately available with the tenderer for
use on this work.
v) List of Technical & Non-Technical Persons employed by contractor with
their Name & Designation & Qualification.
vi) Statement of works in hand with cost of remaining part of each work.
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 5 - Commissioner, A.M.C.
vii) Income Tax Clearance Certificate – 2011-2012
viii) Turn over Certificate of minimum Five Crore (average) signed from
Chartered Accountant and Balance Sheet for the F.Y. 2009-10 to 2011-12
ix) Experience regarding work completed Building works.
1.5 ENVELOPE NO.2 :
i) The second envelope clearly marked as Envelope No.2 shall contain only
the main tender documents mentioning the cost of offer of the tender.
ii) Covering letter for the offer for the rates quoted above / below.
iii) The Contractor should note this procedure carefully. He should quote his
percentage in words and figure on Page No.11 of the printed tender form.
Tender document to be submitted only in Envelope No.2. He should not
quote this basic cost offer anywhere directly or indirectly on Envelope
No.1 or 3, if any such mention is made, the tender will become invalid and
will not be considered, the contractor shall quote for the work as per
department design only.
All the two envelopes be superscribed TENDER FOR THE WORK OF
_____________________________________________________________ The name
and full address of the tendered should be written on left side bottom of all the sealed
envelopes duly addressed to the Commissioner, Ahmednagar Municipal Corporation.
No delay on account of any cause will be entertained for the late receipt of
tender, Tender offered or received after.
The Stipulated date and time will not be accepted and if inadvertently accepted
will not be opened and will be liable for out right rejection. the stipulated date and time
will not be accepted and if inadvertently accepted will not be opened and will be liable for
out right rejection.
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 6 - Commissioner, A.M.C.
1.5.1 Content of Bidding Documents :
The set of bidding documents comprises the documents listed as the below
and Agendum issued in accordance with Clause 8.
i) Invitation for Bids.
ii) Instruction to Bidders.
iii) Forms of Bid and Qualification Information.
iv) Specifications.
v) Drawings.
vi) Bill of Quantities.
1.5.2 Amendment of Bidding Documents.
Before the deadline for submission of bids, the Employer may modify the
bidding documents by issuing agenda.
1.5.3 Any agendum thus issued shall be part of the bidding documents and shall
be communicated in writing or by cable to all the purchasers of the bidding
documents. Prospective bidders shall acknowledge receipt of each
agendum by cable to the Employer.
1.5.4 All duties, taxes & other levies payable by the contractor under the contract,
or for any other cause shall be included in the rates, prices and total Bid
Price submitted by the Bidder.
1.5.5 Bid Validity
Bids shall remain valid for a period not less than one twenty days after the
deadline date for bid submission.
1.5.6 In exceptional circumstances, prior to expirty of the bid validity time limit, the
Employer may request that the bidders may extend the period of validity for
a specified additional period. The request and the bidders’ responses shall
be made in writing or by cable. A bidder may refuse the request without
forfeiting his bid security. A bidder agreeing to the request will not be
required or permitted to modify his bid, but will be required to extend the
validity of his bid security for a period of the extension, and in compliance
with Clause 14 in all respects.
1.5.7 The tender documents shall be signed by a person duly authorized (who can
produce the authority letter anytime when demanded) to sign on behalf of
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 7 - Commissioner, A.M.C.
the Bidder. All pages of the bid where entries or amendments have been
made shall be initiated by the person or persons signing the bid.
1.6 OPENING OF TENDERS :
On the date specified in the tender notice following procedure will be adopted for
opening of the tenders.
ENVELOPE NO.1 : (Technical Bid)
First of all Envelope No.1 of all the tenders will be opened to verify its content as
per requirements. If the various documents contained in this envelope do not meet the
requirements of the Department, a note will be recorded accordingly by the tendering
opening authority and the said tender’s Envelope No.2 will not be considered for
opening.
ENVELOPE NO.2 : (Commercial Bid)
This Envelope shall be opened after opening Envelope No.1 only, if the contents
of Envelope No.1 are found to be acceptable to the department, and there are not
assumptions, presumption or any conditions from any of the contractor.
In case the various assumptions, conditions, deviations and additional
stipulations incorporated by the completions tenders in Envelope No.1 will be scrutinized
by the Department and a common set of deviations from the original conditions
incorporated in the tender and the additional stipulations as may be considered as
acceptable to the department will be formulated and all the concerning renderers will be
informed accordingly. The effect of this change in terms of money shall be submitted by
the tenders in terms of percentage above or below.
Note : The Contractor should quote his percentage below or above both in words and in
figure in printed B – 1 form only. No alteration in the form of quotation and in the
schedule of quantities and no change in special stipulated time will be permitted.
Tenderers which do not fulfill all or any of the above conditions or incomplete in any
respect are liable to summary rejections.
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 8 - Commissioner, A.M.C.
1.7 Instruction to bidder
Validity & Rejection
It will be obligatory for the tenders to keep the offer of their quotation valid for the period
of 120 days from the last date assigned for submission of tender.
1.7.1 A Competent Authority however reserves the right to reject any or all the
tenders without assigning any reasons what so ever.
1.7.2 Canvassing in connection with tender in any form tenders, the tender liable
for rejection.
1.7.3 The tenderers are invited on the Department design only.
1.7.4 The tenderers if firm or company shall in their forwarding letter mention the
names of the partners of the firms of the company (as the case may be and
the name of the partner who holds the power of attorney if any authorizing
him to conduct transaction on behalf of the body).
1.8 The tenderer whose tender is accepted will have to pay the labours engaged on
the work the wages as per minimum wages Act 1948 applied to the Zone in
which the work lies and act accordingly.
1.9 The contractor shall comply with the provisions of the payment of wages Act
1936, minimum wages Act 1948, Employees liability Act 1947 and the maternity
benefit Act 1961, the Contract labour (resolution and Abolition) Act 1970 are any
modification there of or any or low relation there to the rules made there under
from time to time.
1.10 The contractor whose tender is accepted is required to note that no foreign
exchange will be released by the Department.
1.11 INSPECTION OF WORKS :
The contractor shall himself supervise the execution of the works and shall
appoint the competent Civil Engineer, approved by the PMC & Engineer-in-
charge to Act on his behalf.
Resident Engineer
The Contractor shall keep on the work at all times during its progress a
competent Resident Engineer to the satisfaction of AMC & PMC, who shall not
be replaced without Thirty (30) days written notice to the Engineer except under
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 9 - Commissioner, A.M.C.
extra ordinary circumstances. The Resident Engineer shall be the Contractor’s
representative site and shall have authority to act on behalf of the contractor. All
communications, instructions and directions given to the agent shall be bindings
as if given Contractor by the Engineer not otherwise required to be in writing will
be given or confirmed in writing upon request of the Contractor. The age of the
resident engineer should be less than 40 years. Order given to the contractor’s
agent, shall be considered to have the force as if these had been given to the
contractor himself, if the contractor fails to appoint a suitable agent as directed
by the Engineer-in-charge, shall have full powers to suspend the execution of
the work until such date a suitable agent is appointed and the contractor shall be
responsible for the so caused to the works and contractor shall not be entitled
for any compensation on his behalf.
1.12 The tender notice form is a part of the contract agreement.
1.13 The contractor will have to sign the original copy of tender papers and the
drawings. The work is to be carried out according to Working Drawings release
at the time of Construction. The contractor shall also have to give declarations to
the effect that he has full studied the plans, specifications, local conditions,
availability of labour and materials and that he has quoted his rated with
considerations of all these factors.
1.14 Right is reserved to revise of demand the contract documents period to the date
notified or the receipt of tender or extend the date. Such deviations,
amendments or extensions, if any shall be communicated in the form of
corrigendum of by a letter as may be considered suitable.
1.15 SECURITY DEPOSIT :
1.15.1 There shall be no liability on the Department to pay any interest on the
Security deposited by or recovered from the contractor.
1.15.2 All compensation or other some payable by the contractor under the
terms of this contract or any other contracts or account may be
deducted from his Security Deposit or from any sums which may be
due to him or may become due to him by the Ahmednagar Municipal
Corporation on any account and in the event of the Security being
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 10 - Commissioner, A.M.C.
reduced by reason of any such above noted deductions the contractor
shall within ten days of receipt of notice of demand from the Municipal
Engineer make good the deficit.
1.16 RETURNS OF SECURITY DEPOSITS :
The security deposit will be refunded after completion of the defect liability
period prescribed for this contract & as per the provision of Municipal account
code.
The Bid Security may be forfeited :
a) if the Bidder withdraws the Bid after Bid opening during the period of Bid
validity.
b) if the Bidder does not accept the correction of the Bid Price or
c) In the case of a successful Bidder, if the Bidder fails within the specified
time limit to
• Sign the Agreement; or
• Furnish the required Performance Security.
1.17 SITE VISIT
The Bidder, the Bidder’s own responsibility and risk is encouraged to visit and
examine the Site of Works and its surroundings and obtain all information that
may be necessary for preparing the Bid and entering into a contract for
construction of the Works. The costs of visiting the Site shall be at the Bidder’s
own expense.
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 11 - Commissioner, A.M.C.
DECLARATION OF THE CONTRACTORS
I / We hereby declare the I / We have made myself / ourselves thoroughly conversant
with the sub soil strata conditions, the local conditions regarding an materials (such as
stone murum, sand etc.) and labour of which I / We have based my / our rates for this
work. The specifications, conditions bore results and lead of materials on this work have
been carefully studied and understood by me / us before submitting this tender. I / We
undertake to use only the best materials by the Ahmednagar Municipal Corporation
Engineer Project division or his duly authorised assistant, before starting the work and to
abide by this decision.
AHMEDNAGAR MUNICIPAL CORPORATION
Tender For Construction of Housing Unit
Constractor - 12 - Commissioner, A.M.C.
NAME OF WORK : Construction of 113 Housing Unit & Other related
works at Nalegaon Sr.no.220/221 under Dr.Babasaheb Ambedkar
Shram Safaly Awas Yojana
1) we hereby tender for the execution for the Ahmednagar Municipal Corporation of
the work specified in the under written memorandum within the time specified in
* In figures memorandum at* ______________________________________ as
well as in words __________________________________________________
percent below / above the estimated rates entered in Schedule B (memorandum
showing item of work to be carried out) and in accordance in all respects with the
specification designs, drawings and instruction given in writing from AMC.
MEMORANDUM
a) If several sub works are included the should be detailed in a separate list
i) General description
Name of work (Rs. in lakhs)
1. Construction of 113 housing unit - 369.27
2. Construction of Under ground water Tank 3 nos.- 7.55
55188.13 x 6 Nos. Rs. 331128.78 Total Rs. 1086208.38 Total Item No.1 To 5 Rs. 38013902
Name of work - Construction of Proposed Housing Scheme Under Dr.Babasaheb Ambedkar Shram
RECAPITULATION SHEET
4.Under ground Water tank 3 Nos.
5.Septic tank
Title of work :- Tender for Proposed Housing Scheme Under Dr.BabasahebAmbedkar Shram Safalya Awas Yojana On S.No. 220 Part At Nalegaon Ahmednagar.Part A- Housing units S.No. Quantity Item Rate in Words Rate Unit Amount
1
366.00
Providing double under reamed pile 20 cm.diameterof M-15 c.c. including boring under reaming in all sortsof soils, filling the bulb & stem with M15 CC mix &reinforcement as per detailed drawing & specificationscomplete.(Pune D.S.R- Page No20 Item No 25)
Rs.Nine Hundred SeventyEight Pais Fourty EightOnly 978.48 Cu.m. 358123.68
2
134.06
Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removing theexcavated material up to a distance of 50 m.beyondthe building area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary backfilling, ramming,watering including shoring and strutting etc.complete.(D.S.R- Page No7 Item No 1/2)
Rs. Seventy Seven PaisTwenty Two Only 77.22 Cu.m. 10352.00
3
9.72
Providing and laying in situ, cement concrete in 1:4:8.of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing –out water manually,formwork, compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, curing etc. complete.(Wooden planks/ shuttering will not be allowed) (D.S.R-Page No15 Item No 3)
Rs.Two Thousands SixHundred Sixty Four PaisSixty Five Only 2664.65 Cu.m. 25900.40
Date :- 10.2.2009
Ashok Kale & AssociatesArchitects, Engineers & Town Planners ,21, Kisan Kranti, Station Road , Ahmednagar. Ph. 2451135
SCHEDULED-B
S.No. Quantity Item Rate in Words Rate Unit Amount4
32.40
Providing and laying in situ, cement concrete of M-20grade of trap/granite/quartzite/gneiss metal for R.C.C. work in foundation like Pile Cap raft, grillages, strips,foundation and footing of R.C.C. column and steelstanchions including bailing-out water manually,formwork, compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, curing and rougheningthe if special finish is to be provided (excludingreinforcement, and structural steel) The cement mortar1: plaster is consider for rendering uneven andhoneycombed surface only.( wooden planks /shuttering
Rs.Four Thousands FiveHundred Sixty Pais SixtyOne Only 4560.61 Cu.m. 147763.76
5 Providing and casting in situ, cement concrete of M-20grade of trap/granite/quartzite/gneiss metal for R.C.C. columns as per detailed designs and drawings or asdirected including centering, formwork of plywood/steel, compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing the formedsurface with cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided and curingetc. complete. (Excluding reinforcement) The cementmortar 1:3 plaster is consider for rendering uneven andhoneycombed surface only.(wooden planks/shutteringwill not be allowed) (D.S.R- Page No25 Item No 2)
36.64 Gr.Fl.
Rs.Six Thousands TwoHundred Twenty SevenPais Twenty Five Only 6227.25 Cu.m. 228160.21
24.84 1st.Fl.
Rs.Six Thousands TwoHundred Eighty Nine PaisFifty Two Only 6289.52 Cu.m. 156231.68
29.41 2nd.Fl.
Rs.Six Thousands ThreeHundred Fifty Two PaisFourty Two Only 6352.42 Cu.m. 186824.67
S.No. Quantity Item Rate in Words Rate Unit Amount6
54.12
Providing and laying 50 mm thick layer in cementmorter 1:8 below plinth beam including floating,watering, curing and levelling and ramming the bed ifnecessary before laying the layer etc. complete (D.S.R- Page No33 Item No 20)
Rs.One Hundred EightyFour 184.00 Sq.M. 9958.74
7 Providing and casting in situ, cement concrete of M-20grade of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintels as per detailed designs anddrawings or as directed including centering, formworkof plywood /steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin, finishingthe form surface with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surfaceor roughening if special finish is to be provided andcuring etc. complete. (Excluding reinforcement.) Thecement mortar 1:3 a plaster is considered for renderinguneven and honeycombed surface only. (Woodenplanks/ shuttering will not be allowed.) (D.S.R- PageNo26 Item No 3/2)
30.96 Gr.Fl.
Rs.Six Thousands TwoHundred Ninty Four PaisFourty Twenty Two Only 6294.22 Cu.m. 194885.42
38.53 1at.Fl.
Rs.Six Thousands ThreeHundred Fifty Seven PaisSixteen Only 6357.16 Cu.m. 244911.64
35.77 2nd.Fl.
Rs.Six Thousands FourHundred Twenty PaisSeventy Three Only 6420.73 Cu.m. 229669.51
21.70 Terrace
Rs.Six Thousands FourHundred Eighty Four PaisNinty Four Only 6484.94 Cu.m. 140723.20
S.No. Quantity Item Rate in Words Rate Unit Amount8
56.28
Providing Brick masonry in cement mortar 1:6 usingsecond class burnt bricks in foundation and plinth ofinner walls /in plinth of external walls including bailing-out water manually, striking joints on unexposed facesand watering complete.(D.S.R- Page No 59 Item No 1)
Rs.Four Thousands SixHundred Fifty Four PaisTwenty Eight Only 4654.28 Cu.m. 261963.36
9
194.45
Filling in plinth and floors with contractor’s murumapproved by Engineer-in –charge in 15cm to 20 cm.layers including watering and compactioncomplete.(D.S.R- Page No 9 Item No 8) Rs.Three Hundred Eight
Only 308.00 Cu.m. 59889.5410
106.48
Providing dry trap/granite/quartzite/ gneiss ruble stonesoling 15 cm to 20 cm thick including hand packingand compacting complete. (D.S.R- Page No 9 Item No9)
Rs.Three Hundred SixtyEight Pais Ninty One Only 368.91 Cu.m. 39282.51
11
125.07
Providing and laying damproof course 50mm thick in(1:2:4)/ M15 cement concrete layer and bitumen felt /using cement with water-proofing compound. (D.S.R-Page No 67 Item No 1)
Rs.One Hundred SixtyEight Only 168.00 Sq.M. 21011.76
12
46.30
Providing and laying in situ, cement concrete in 1:2:4.of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing –out water manually,formwork, compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, curing etc. complete.(Wooden planks/ shuttering will not be allowed) (D.S.R-Page No15 Item No 1)
Rs.Three ThousandsNine Hundred Sixty OnePais Eight Only 3961.08 Cu.m. 183385.33
S.No. Quantity Item Rate in Words Rate Unit Amount13 Providing and casting in situ, cement concrete of M-20
grade of trap/granite/quartzite/gneiss metal for R.C.Cwaist slabs as per detailed designs and drawings or asdirected including centering, formwork of plywood/steel, compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing the formsurface with cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided and curingetc. complete. (Excluding reinforcement.) The cementmortar 1:3 a plaster is considered for rendering unevenand honeycombed surface only. (Wooden planks/shuttering will not be allowed.) (D.S.R- Page No 29Item No 11( II ))
1.86 Gr.Fl.Rs.Five Thousands NineHundred Ten Only 5910.00 Cu.m. 10974.16
1.56 1at.Fl.Rs.Five Thousands NineHundred Sixty Nine Only 5969.00 Cu.m. 9291.58
1.56 2nd.Fl.Rs.Six Thousands TwentyEight Only 6028.00 Cu.m. 9383.43
0.78 TerraceRs.Six Thousands EightySeven Only 6087.00 Cu.m. 4737.63
14 Providing and casting in situ, cement concrete of M-20grade of trap/granite/quartzite/gneiss metal for R.C.C slabs and landing as per detailed designs anddrawings or as directed including centering, formworkof plywood /steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin, finishingthe form surface with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surfaceor roughening if special finish is to be provided andcuring etc. complete. (Excluding reinforcement.) Thecement mortar 1:3 plasters is considered for renderinguneven and honeycombed surface only. (Woodenplanks/ shuttering will not be allowed.) (D.S.R- PageNo 27 Item No 5( II ))
S.No. Quantity Item Rate in Words Rate Unit Amount
46.30 Gr.Fl.Rs.Five Thousands EightHundred Fourty Two Only 5842.00 Cu.m. 270472.87
46.30 1at.Fl.Rs.Five Thousands NineHundred Only 5900.00 Cu.m. 273158.15
46.30 2nd.Fl.Rs.Five Thousands NineHundred Fifty Nine Only 5959.00 Cu.m. 275889.73
19.09 TerraceRs.Six ThousandsSeventeen Only 6017.00 Cu.m. 114864.53
15 Providing and casting in situ, cement concrete of M-20grade of trap/granite/quartzite/gneiss metal for R.C.C chajja as per detailed designs and drawings or asdirected including centering, formwork of plywood/steel, compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing the formsurface with cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided and curingetc. complete. (Excluding reinforcement.) The cementmortar 1:3 a plaster is considered for rendering unevenand honeycombed surface only.(Wooden planks/shuttering will not be allowed.)(D.S.R- Page No 27 ItemNo 7( II ))
1.96 Gr.Fl.
Rs.Six Thousands FourHundred Fourty ThreePais Two Only 6443.02 Cu.m. 12612.21
Rs.Six Thousands SixHundred Thirty SevenPais Sixty Only 6637.60 Cu.m. 25986.20
1.57 Terrace
Rs.Six Thousands SevenHundred Three Pais NintyEight Only 6703.98 Cu.m. 10525.25
S.No. Quantity Item Rate in Words Rate Unit Amount16 Providing Brick masonry in cement mortar 1:6 using
second class burnt bricks in superstructure includingstriking joints, raking out joints. Watering andscaffolding complete. (D.S.R- Page No 59 Item No 3( I))
147.87 Gr.Fl.
Rs.Three ThousandsThree Hundred Eighty SixPais Twenty Five Only 3386.25 Cu.m. 500714.63
146.14 1at.Fl.
Rs.Three ThousandsFour Hundred TwentyPais Elevan Only 3420.11 Cu.m. 499811.46
202.79 2nd.Fl.
Rs.Three ThousandsFour Hundred Fifty FourPais Twenty One Only 3454.21 Cu.m. 700479.25
17 Providing Bricks masonry in cement mortar 1:4using Second Class Burnt bricks in half brick thickwall including mild steel longitudinal rein-forcement of2 bars of 6 mm diameter/2 hoop iron strips 25 mm X1.6 mm at every third course, properly bent andbounded at ends scaffolding, raking out joints andwatering complete.( Page No. 60 item No. 6 )
208.18 Gr.Fl.Rs.Six Hundred TwentyNine Pais Sixteen Only 629.16 Sq.M. 130976.01
222.80 1st.Fl.
Rs.Six Hundred ThirtyFive Pais Fourty FiveOnly 635.45 Sq.M. 141578.26
182.15 2nd.Fl.
Rs.Six Hundred FourtyOne Pais Eighty OneOnly 641.81 Sq.M. 116905.69
S.No. Quantity Item Rate in Words Rate Unit Amount
18 Providing and casting in situ, cement concrete of M-20grade of trap/granite/quartzite/gneiss metal for R.C.C pardi up to 150 mm thickness as per detailed designsand drawings or as directed including centering,formwork of plywood /steel, compaction, coveringnewly laid concrete by gunny bag, plastic or tarpaulin,finishing the form surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is to beprovided and curing etc. complete. (Excludingreinforcement.) The cement mortar 1:3 a plaster isconsidered for rendering uneven and honeycombedsurface only. (Wooden planks/ shuttering will not beallowed.) (D.S.R- Page No 28 Item No 9( II ))
1.98 Gr.Fl.
Rs.Six Thousands EightHundred Ninteen PaisTwenty Nine Only 6819.29 Cu.m. 13468.44
1.98 1st.Fl.
Rs.Six Thousands NineHundred Fifty Five PaisSixty Nine Only 6955.69 Cu.m. 13737.82
1.98 2nd.Fl.
Rs.Seven ThousandsNinty Four Pais SeventyNine Only 7094.79 Cu.m. 14012.56
19 Providing and fixing in position TMT barreinforcement of various diameter for R.C.C. Pilecaps, footings foundations, slabs, beams, columns,canopies, staircase, newels, chajjas, lintels, pardis,coping, fins, arches etc. as per detailed designs,drawings and schedules including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required complete. (D.S.R-Page No31 Item No 15A)
12.46 Gr.Fl.
Rs. Fifty SevenThousands One HundredFifty Three Pais Ninty SixOnly 57153.96 M.T. 712138.34
S.No. Quantity Item Rate in Words Rate Unit Amount
Rs. Fifty Eight ThousandsThree Hundred Two PaisSeventy Six Only 58302.76 M.T. 453012.45
4.90 Terrace
Rs. Fifty Eight ThousandsEight Hundred Eighty FivePais Seventy Nine Only 58885.79 M.T. 288540.37
20 Prov. internal cement plaster 12mm thick in singlecoat in cement mortar 1:4 with neeru finish toconcrete or brick surfaces, in all positions includingscaffolding and curing complete.( D.S.R Pg No.83 Itm
198.52 Gr.Fl.Rs.One Hundred TwentyFive Pais Two Only 125.02 Sq.M. 24819.46
1617.55 1at.Fl.
Rs.One Hundred TwentySix Pais Twenty SevenOnly 126.27 Sq.M. 204248.27
1617.55 2nd.Fl.
Rs.One Hundred TwentySeven Pais Fifty ThreeOnly 127.53 Sq.M. 206286.38
387.48 TerraceRs.One Hundred TwentyEight Pais Eighty Only 128.80 Sq.M. 49907.42
21 Providing sand faced plaster externally in cementmortar using kharasaila/ kasaba or similar type of sand, in all positions including base coat of 15mm thick inC.M.1: 4 using waterproofing compound at 1Kg. Percement bag, curing the same for not less than 3 daysand keeping the surface of the base coat rough toreceive the sand faced treatment 6 to 8 mm thick inC.M. 1:4 finishing the surface by taking out grains andcuring for fourteen days, scaffolding etc. complete.(D.S.R- Page No 85 Item No 16)
S.No. Quantity Item Rate in Words Rate Unit Amount
328.21
Gr.Fl. Rs.Three HundredEighteen Pais NinteenOnly 318.19 Sq.M. 104434.54
604.80 1at.Fl. Rs.Three HundredTwenty One Pais FiftySeven Only 321.57 Sq.M. 194485.54
604.80 2nd.Fl. Rs.Three HundredTwenty Four PaisSeventy Nine Only 324.79 Sq.M. 196432.99
1061.90Terrace Twenty Eight Pais Three
Only 328.03 Sq.M. 348334.9322 Providing waterproofing treatment to floors and
sanitary blocks (India water proofing or alike)consisting of one layer of B.B. coba of 5 cm to 7.5 cmthick in cement mortar 1:2 sandwitched between twolayers of cement mortar 1:4, 20 mm thick mixed withwater proofing compound, top finishing coat of cementslurry 6 to 12 mm thick with water proofing compoundetc. complete with 32 mm dia. PVC pressure relief pipeof adequate length including water-proofing treatmentto 30 cm height of wall in cement mortar 1:4 andcovering 7 years guarantee on court fee stamp ofRs.100 with ponding test including all lead, lift etc.complete. (D.S.R Page No. 68 Item No.3)
9.61 1at.Fl.
Rs.Two Thousands EightHundred Seven PaisTwenty Only 2807.20 Cu.m. 26982.81
8.41 2nd.Fl.
Rs.Two Thousands EightHundred Thirty Five PaisTwenty Eight Only 2835.28 Cu.m. 23844.70
S.No. Quantity Item Rate in Words Rate Unit Amount
23 Providing cement based water proofing treatment toterrace (India water proofing or alike) with brick batslaid in required slope to drain the water for any spanafter cleaning the base surface, applying a coat ofcement slurry and mixed with approved water proofingcompound and laying the brick bats on bottom layerof c.m. (1:5) and mixed with approved water proofingcompound, (D.S.R Page No. 67 Item No.2)
513.19 TerraceRs.Five Hundred FiftyEight Pais Six Only 558.06 Sq.M. 286390.81
24 Providing and laying polished Kotah stone flooring25mm to 30mm thick and of required width inplain/diamond pattern on a bed of /1:6 cement mortarincluding cement float, filling joints with neat cementslurry, curing, polishing and cleaning complete.
149.10 Gr.Fl.
Rs.Seven HundredTwenty Six Pais EightyNine Only 726.89 Sq.M. 108379.30
298.20 1at.Fl.Rs.Seven Hundred ThirtyFour Pais Fifteen Only 734.15 Sq.M. 218923.53
260.93 2nd.Fl.Rs.Seven Hundred FourtyOne Pais Fifty Only 741.50 Sq.M. 193479.60
25 Providing and laying polished Kotah stone flooring25mm to 30mm thick and of required width inplain/diamond pattern on a bed of /1:6 cement mortarincluding cement float, filling joints with neat cementslurry, curing, polishing and cleaning complete.
15.32 Gr.Fl. Rs.Seven HundredTwenty Six Pais EightyNine Only 726.89 Sq.M. 11135.95
S.No. Quantity Item Rate in Words Rate Unit Amount
30.64 1at.Fl. Rs.Seven Hundred ThirtyFour Pais Fifteen Only 734.15 Sq.M. 22494.36
10.15 2nd.Fl.Rs.Seven Hundred FourtyOne Pais Fifty Only 741.50 Sq.M. 7526.23
26 Providing and laying polished Shahabad Stoneflooring 25mm to 30mm thick and of required width inplain/diamond pattern on a bed of 1:6 C.M. includingcement float, filling joints, with neat cement slurry,curing, polishing and cleaning complete. (D.S.R- PageNo 89 Item No 2)
6.48 Gr.Fl. Rs.Four Hundred EightySix Only 486.00 Sq.M. 3149.28
12.96 1at.Fl. Rs.Four Hundred NintyOne Only 491.00 Sq.M. 6363.36
11.34 2nd.Fl. Rs.Four Hundred NintySix Only 496.00 Sq.M. 5624.64
27 Providing and laying white glazed tiles 148.5mm. x148.5mm. in size and 5.5 mm to 6.6mm.thick for flooring in required position laid on bed of1:6C.M../(1.1 lime mortar) including neat cement float,filling joints with neat white cement slurry, curing &cleaning complete. (excluding all specials required likeround edge tiles, corner, cups etc.) (D.S.R- Page No91 Item No 13)
6.72 Gr.Fl.Rs.Seven Hundred FiftyFive Only 755.00 Sq.M. 5073.60
13.44 1at.Fl.Rs.Seven Hundred SixtyThree Only 763.00 Sq.M. 10254.72
11.76 2nd.Fl.Rs.Seven HundredSeventy Only 770.00 Sq.M. 9055.20
S.No. Quantity Item Rate in Words Rate Unit Amount
28 Providing and fixing white glazed tiles 148.5 mm x148.5 mm in size and about 5 to 6 mm thick for dadoand skirting in required positions on plaster of 1:4cement mortar (excluding all specials required likeround edge tiles, corner tiles, angles, cups etc.) fillingjoints with white cement slurry, curing and cleaningcomplete. (D.S.R- Page No 95 Item No 34)
14.45 Gr.Fl.Rs.Seven HundredSeventy Six Only 776.00 Sq.M. 11209.32
28.89 1at.Fl.Rs.Seven Hundred EightyFour Only 784.00 Sq.M. 22649.76
25.11 2nd.Fl.Rs.Seven Hundred NintyTwo Only 792.00 Sq.M. 19887.12
29 Providing and fixing in required positions, skirting ordado of polished Kotah stone slabs 25mm to 30mmthick and of required width on 1:2 lime plaster/1:4cement plaster including cement float, filling joints withcements slurry, curing, rubbing, polishing and cleaningcomplete.
5.76 Gr.Fl.
Rs.Seven HundredSixteen Pais SeventyOnly 716.70 Sq.M. 4128.19
2.88 1at.Fl.
Rs.Seven HundredTwenty Three Pais EightySeven Only 723.87 Sq.M. 2084.75
5.76 2nd.Fl.
Rs.Seven HundredSixteen Pais SeventyOnly 731.11 Sq.M. 4211.19
2.88 Terrace
Rs.Seven Hundred ThirtyEight Pais Fouty TwoOnly 738.42 Sq.M. 2126.65
S.No. Quantity Item Rate in Words Rate Unit Amount
30 Providing and fixing pressed steel door box frame ofM.S.sheet made of 18 gauge thick of required sectionwith rebate of 10mm fore required thickness of shuttersand tie rod of 12mm square bar at bottom as perspecifications with or without ventilators including holdfasts, hinges welded to frame, filling in C.M. 1:10 in box frame and finishing with 2 coats of oil painting etc.complete. Box section of 100mm x 65mm. overalldimension. ( D.S.R. Page No. 122 Item No. 9 )
16.80 Gr.Fl.Rs.Eight Hundred FourtyTwo Only 842.00 Sq.M. 14145.60
33.60 2nd.Fl.Rs.Eight Hundred FiftyNine Only 859.00 Sq.M. 28862.40
16.80 Terrace
Rs.Eight HundredSeventy Five Pais SixtyEight Only 875.68 Sq.M. 14711.42
31 Providing and fixing factory made precastdoor/window frames of C.C. M-40 grade of section100 mm x 60 mm including reinforcement as per I.S.6523:1983 with polymeric blocks having screw holdingcapacity of 250 kg/screw fixed in position in R.C.C.frame as per requirement and as per specificationswithout fan light including holdfasts, carting anderecting in position and two coats of oil paint etc.complete.( D.S.R. Page No. 121 Item No.1 )
12.60 Gr.Fl.
Rs.Three HundredSeventy Pais Twenty SixOnly 370.26 Sq.M. 4665.28
25.20 1at.Fl.
Rs.Three HundredSeventy Three Pais NintySix Only 373.96 Sq.M. 9423.79
22.05 2nd.Fl.
Rs.Three HundredSeventy Seven Pais SixtySix Only 377.66 Sq.M. 8327.40
S.No. Quantity Item Rate in Words Rate Unit Amount32 Providing & fixing solid core flush door in single leaf
35mm thick as oer detail drawing approved with out glazing & Venetians in the position shown on the drawing or as directed all necessary beads mouldings and leaping fastening on both sides & finishing
16.80 Gr.Fl.Rs.Two Thousands ThirtyOne Pais Twelve Only 2031.12 Sq.M. 34122.82
33.60 1at.Fl.
Rs.Two Thousands FiftyOne Pais Fourty ThreeOnly 2051.43 Sq.M. 68928.05
29.40 2nd.Fl.
Rs.Two ThousandsSeventy One PaisSeventy Four Only 2071.74 Sq.M. 60909.16
33 Providing and fixing sintex or equivalent PVC singleleaf/double leaf door shutters made from infil hollowplastic sections of 200mm x 20mm with average wallthickness of 1 mm and supporting ribs at a distance not exceeding 40mm, joined with dovetail locking systemincluding shutter frame of cross section 60mm x 24mmmade from plastic section of configuration includinglock rail of section 100mm x 24mm including fixturesand fastenings (iron oxidised hinges and alluminiumaldrops, tower bolts, slid-ing bolts, handles) etc.complete (excluding door frames) (D S R-Page
12.60 Gr.Fl.
Rs.Two Thousands FourHundred Ninteen PaisThirty Six Only 2419.36 Sq.M. 30483.94
25.20 1at.Fl.
Rs.Two Thousands FourHundred Fourty ThreePais Fifty Five Only 2443.55 Sq.M. 61577.46
22.05 2nd.Fl.
Rs.Two Thousands FourHundred Sixty Eight PaisSeventy Five Only 2468.75 Sq.M. 54435.94
S.No. Quantity Item Rate in Words Rate Unit Amount34 Providing and fixing steel ventilator fully glazed
partly top hung and partly fixed as per detaileddrawing, without hot dip zinc coating includingfabrication, glazing with 3mm thick plain/ obscuredglass panes of approved type and quality andfastenings without teak wood boxing, architecture andoil painting in two coats etc. complete.( D.S.R PageNo. 134 Item No. 48 )
2.88 Gr.Fl.
Rs.Two ThousandsEighty One Pais NintyOnly 2081.90 Sq.M. 5995.87
5.76 1at.Fl.
Rs.Two Thousands OneHundred Two PaisSeventy Two Only 2102.72 Sq.M. 12111.67
5.04 2nd.Fl.
Rs.Two Thousands OneHundred Twenty ThreePais Fifty Four Only 2123.54 Sq.M. 10702.64
35 Providing and fixing steel windows of various sizes asper de-tailed drawings with welded square bars 12 mmat 10 cm centre to centre without hot dip zinc coatingwithout/with ventilator including fabrication, glazing withnon-acetinic/ plain/ obscured glass panes of approvedtype and quality, all fixtures and fas-tenings withoutteak wood boxing, and architraves and finishing withone coat of primer complete. ( D.S.R Page No. 133Item No. 45 )
25.92 Gr.Fl.
Rs.Two Thousands FiveHundred Eighty One PaisTwenty Two Only 2581.22 Sq.M. 66905.22
51.84 1st.Fl.
Rs.Two Thousands SixHundred Seven PaisThree Only 2607.03 Sq.M. 135148.44
46.08 2nd.Fl.
Rs.Two Thousands SixHundred Thirty Two PaisEighty Four Only 2632.84 Sq.M. 121321.27
S.No. Quantity Item Rate in Words Rate Unit Amount36 Providing and fixing mild steel grill railing weighing 15
kg/sqm. with teak wood hand rail of size 75mm.x 60mm.and sill of 75mm.x 25 mm.and newel posts forstaircases, including fabricat-ing, fixtures, erecting,painting the grill work with one coat of anticorrosivepaint and two coats of oil painting with approved colourand polishing the sill, hand rail and the newel post withfrench polish ( D S R Page No 155 Item No 2 ( i ) )
26.33 Gr.Fl.
Rs.One Thousands FiveHundred Eighty Six PaisEighty One Only 1586.81 Sq.M. 41787.05
26.33 1st.Fl.
Rs.One Thousands SixHundred Two Pais SixtyEight Only 1602.68 Sq.M. 42204.98
26.33 2nd.Fl.
Rs.One Thousands SixHundred Eighteen PaisFifty Five Only 1618.55 Sq.M. 42622.90
37 Providing & applying two coats of lead/zinc base oilpaint/bitu-minous paint of approved colour to newstructural steel work and iron work in buildingsincluding scaffolding if necessary, clean-ing andpreparing the surface. (excluding primer coat). (Sampleand brand is to be got approved from ExecutiveEngineer before use) ( D.S.R Page No. 104 Item No.7)
28.80 Gr.Fl. Rs.Thirty Six Only 36.00 Sq.M. 1036.80
57.60 1st.Fl.Rs.Thirty Six Pais ThirtySix Only 36.36 Sq.M. 2094.34
51.84 2nd.Fl.Rs.Thirty Six PaisSeventy Two Only 36.72 Sq.M. 1903.56
38 Providing and applying white-wash in one coat on old/ new plastered or masonry surfaces and asbestoscement sheets including scaffolding and preparing thesurface by brushing & brooming down complete.(D.S.R Pane No107 Item No.1)
198.52 Gr.Fl. Rs.Two Pais Twelve Only 2.12 Sq.M. 420.86S.No. Quantity Item Rate in Words Rate Unit Amount
1617.55 1st.Fl.Rs.Two Pais FourteenOnly 2.14 Sq.M. 3461.56
1617.55 2nd.Fl. Rs.Two Pais Sixteen Only 2.16 Sq.M. 3493.91
387.48 TerraceRs.Two Pais EighteenOnly 2.18 Sq.M. 844.71
39 Providing and applying oil bound distemper ofapproved colour and shade to old and new surfaces intwo coats including scaffolding, preparing the surfaces.(Excluding the primer coat) complete. (D.S.R-Page No108 Item No 11)
198.52 Gr.Fl. Rs.Twenty Six Only 26.00 Sq.M. 5161.52
1617.55 1st.Fl.Rs.Twenty Six PaisTwenty Six Only 26.26 Sq.M. 42476.86
1617.55 2nd.Fl.Rs.Twenty Six Pais FiftyTwo Only 26.52 Sq.M. 42897.43
387.48 TerraceRs.Twenty Six PaisSeventy Eight Only 26.78 Sq.M. 10376.71
40 Providing and applying two coats of water proofcement paint of approved manufacture and ofapproved colour to the plastered surfaces includingscaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two dayscomplete.(D.S.R-Page No 106 Item No 15)
328.21 Gr.Fl. Rs.Twenty Three Only 23.00 Sq.M. 7548.83
604.80 1st.Fl.Rs.Twenty Three PaisTwenty Three Only 23.23 Sq.M. 14049.50
604.80 2nd.Fl.Rs.Twenty Three PaisFourty Six Only 23.46 Sq.M. 14188.61
1061.90 TerraceRs.Twenty Three PaisSixty Nine Only 23.69 Sq.M. 25156.41
S.No. Quantity Item Rate in Words Rate Unit Amount41
38.00
Providing and fixing first class white glazedearthenware “Orissa type” wc pan 600 x400mm sizeincluding ‘ p’ or ‘s’ trap UPVC soil and vent pipe uptothe outside face of the wall 1:5:10 cement concretebedding, without flushing cistern with flush cock andnecessary fittings, inlet pipe with stop tap, bracket forfixing the cistern, 32 mm dia. UPVC flush pipe withfitting and clamps, 20 mm dia. UPVC overflow pipewith mosquito proof coupling, chain and pulley,painting of the exposed pipe and cutting and makinggood walls and floors, testing etc. complete. (D.S.R.-Page No 168 Item No 21/a )
Providing and fixing 110 mm diameter, UPVCsoil/vent/ waste SWR pipe/Rain water pipes of required diameter conforming to IS 13592 and IS 4985to with stand 2.5 kg/cm2 including necessary fixturesand fittings such as bends, tees, single junction,double and joining with rubber and lubricants on wallby means of clips or in ground including necessaryexcavation, laying filling trench-es, testing etc.complete.( D.S.R. Page No. 177 Item No. 54 ( i ) ) Rs.One Hundred Eighty
Five Pais Thirteen Only 185.13 Rn.M. 74052.00
43
360.00
Providing and fixing 75 mm diameter UPVC soil /vent/waste SWR pipe of required diameter conformingto IS-13592, and IS-4985 to withstand continuousinternal hydraulic pressure of 4 kg/cm2 includingnecessary fixtures and fittings, such as bends, tees,single junctions, double junctions and joining withrubber rings and lubricants, on wall by means of clipsor in ground including necessary excavation, layingrefilling, trench testing etc. complete. (Prior approval ofsample and brand by Ex. Engineer is necessary beforeuse) ( D.S.R. Page No. 177 Item No. 53 ( iii ) )
Rs.One Hundred FoutyFour Pais Ninty ThreeOnly 144.93 Rn.M. 52174.80
S.No. Quantity Item Rate in Words Rate Unit Amount44
400.00
Providing and fixing 75 mm diameter UPVC soil /vent/waste SWR pipe of required diameter conformingto IS-13592, and IS-4985 to withstand continuousinternal hydraulic pressure of 4 kg/cm2 includingnecessary fixtures and fittings, such as bends, tees,single junctions, double junctions and joining withrubber rings and lubricants, on wall by means of clipsor in ground including necessary excavation, layingrefilling, trench testing etc. complete. (Prior approval ofsample and brand by Ex. Engineer is necessary beforeuse) ( D.S.R. Page No. 178 Item No. 56 ( i ) ) Rs.Two Hundred Fouty
Nine Pais Sixty Six Only 249.66 Rn.M. 99864.0045
24.00
Providing and fixing in position unplasticized polyvinylchloride (UPVC) ultra violet stabilized 110 mm outerdiameter cowl dome conforming to I.S. 4985 includingmaking joints with solvent cement etc. complete. (D.S.R. Page No. 178 Item No. 57 )
Rs.Thirty Two PaisSeventy Nine Only 32.79 Rn.M. 786.96
46
32.00
Providing and fixing in position unplasticized polyvinylchloride (UPVC) ultra violet stabilized 75 mm outerdiameter cowl dome conforming to I.S. 4985 includingmaking joints with solvent cement etc. complete. (Market Rate )
Rs.Twenty Six Pais NintyEight Only 26.98 Rn.M. 863.36
47
38.00
Providing and fixing centrifugally spun cast ironnahani trap (long arm) of 10 x 7.5 x 50 cm.sizeincluding symet/steel grating bend and connectingpiece of C.I. pipe upto the outside face of the wall,making good damaged surface, testing etc. complete.(D.S.R. Page No. 176 Item No. 50 )
Rs.Five Hundred NintyEight Pais Seventy SixOnly 598.76 Nos. 22752.88
48
360.00
Providing and laying 150 mm diameter salt glazedstoneware pipe including fittings such as bends, tees,single junction, double junctions laying, jointing(including excavation and refilling the trenches)complete. ( D.S.R. Page No. 236 Item No. 147 ( ii ) )
Rs.One Hundred NintyFour Pais Sixty Five Only 194.65 Rn.M. 70074.00
S.No. Quantity Item Rate in Words Rate Unit Amount49
180.00
Providing and laying 225 mm diameter salt glazedstoneware pipe including fittings such as bends, tees,single junction, double junctions laying, jointing(including excavation and refilling the trenches)complete. ( D.S.R. Page No. 236 Item No. 147 ( iii ) ) Rs.Two Hundred Twenty
Eight Pais Fifty Only 228.50 Rn.M. 41130.0050
38.00
Providing and fixing 15cm x 10 cm salt glazed stoneware gully trap in cement concrete 1:4:8 outsidethe building including connecting glazed stonewarepipe, brick masonry chamber with R.C.C lid and symetgrating for the gully trap testing etc. complete. ( D.S.R-Page No 178 Item No 58) Rs.Five Hundred Eighty
Pais Twenty Seven Only 580.27 Nos. 22050.2651
24.00
Providing and constructing Brick Masonry Inspection chamber 60cm x 45 cm including 1:4:8 cementconcrete foundation 1:2:4 cement concrete channelshalf round G.S.W.pipes, Brick Masonry, plastering frominside and airtight 75 mm thick R.C.C. cover. WithR.C.C. raft in B.C. soil area including cost ofreinforcement. Complete. (D.S.R-Page No179 Item No61)
Rs.Two Thousands ThirtyThree Pais Fourty ThreeOnly 2033.43 Nos. 48802.32
52
8.00
Providing & constructing Brick Masonry InspectionCham-ber 90cm x 45cm including 1:4:8 cementconcrete foundation 1:2:4 cement concrete channelshalf round G.S.W.pipes, Brick Masonry, plastering frominside and airtight with 75 mm thick R.C.C. cover etc.complete. ( D.S.R.Page No. 179 Item No. 62 )
Rs.Two Thousands FourHundred Fourty Two PaisTwenty Only 2442.20 Nos. 19537.60
53
38.00
Providing and fixing 450mm x 550 mm size approvedquality mirror with fixtures and fastening etc. complete.(D.S.R-Page No 175 Item No 47)
Rs.Three Hundred ThirtyFive Pais Thirty Five Only 335.35 Nos. 12743.30
S.No. Quantity Item Rate in Words Rate Unit Amount54
300.00
Providing & fixing on walls/ ceiling/ floors, heavy gradehaving embossed ISI Mark 32 mm diameter galvanisediron pipes with screwed sockets, joints & necessarygalvanised iron fittings such as sockets, back nuts,elbows, bends, tees, reducers, enlargers, plugs,clamps etc. including necessary drilling holes in walls,slabs etc. & remaking good the demolished portion torestore the same in original condition neatly, testingetc. complete. (Prior approval of sample and brand byExecutive Engineer is necessary before use) (D.S.R-Page No 162 Item No 5/ vi )
Rs.Two Hundred SixtyFive Pais Fifty Three Only 265.53 Rn.M. 79659.00
55
560.00
Providing & fixing on walls/ ceiling/ floors, heavygrade having embossed ISI Mark 25 mm diametergalvanised iron pipes with screwed sockets, joints &necessary galvanised iron fittings such as sockets,back nuts, elbows, bends, tees, reducers, enlargers,plugs, clamps etc. including necessary drilling holes inwalls, slabs etc. & remaking good the demolishedportion to restore the same in original condition neatly,testing etc. complete. (Prior approval of sample andbrand by Executive Engineer is necessary before use)(D.S.R-Page No 162 Item No 5/ iii )
Rs.Two Hundred FifteenPais Eighty One Only 215.81 Rn.M. 120853.60
56
660.00
Providing & fixing on walls/ ceiling/ floors, heavygrade having embossed ISI Mark 20 mm diametergalvanised iron pipes with screwed sockets, joints &necessary galvanised iron fittings such as sockets,back nuts, elbows, bends, tees, reducers, enlargers,plugs, clamps etc. including necessary drilling holes inwalls, slabs etc. & remaking good the demolishedportion to restore the same in original condition neatly,testing etc. complete. (Prior approval of sample andbrand by Executive Engineer is necessary before use)(D.S.R-Page No 162 Item No 5/ ii )
Rs.One Hundred FiftyThree Pais Fifty SevenOnly 153.57 Rn.M. 101356.20
S.No. Quantity Item Rate in Words Rate Unit Amount
57
1000.00
Providing & fixing on walls/ ceiling/ floors, heavygrade having embossed ISI Mark 15 mm diametergalvanised iron pipes with screwed sockets, joints &necessary galvanised iron fittings such as sockets,back nuts, elbows, bends, tees, reducers, enlargers,plugs, clamps etc. including necessary drilling holes inwalls, slabs etc. & remaking good the demolishedportion to restore the same in original condition neatly,testing etc. complete. (Prior approval of sample andbrand by Executive Engineer is necessary before use)(D.S.R-Page No 162 Item No 5/ i )
Rs.One Hundred TwentySix Pais Ninty Five Only 126.95 Rn.M. 126950.00
58
38.00
Providing and fixing 15 mm diameter screw down bib /stop tap of brass including necessary socket unionnut, testing etc. complete. (D.S.R- Page No 165 ItemNo 11/ i)
Rs.One Hundred SixtyOne Pais Eighty FiveOnly 161.85 Nos. 6150.30
59
38.00
Providing and fixing 32 mm dia. screw down wheeled stop tap of brass including necessary sockets/ unionnut, testing etc. complete. (D.S.R-Page No 165 ItemNo 15 / iv )
Rs.Three Hundred NinePais Ninty Six Only 309.96 Nos. 11778.48
60
38.00
Providing and fixing 15 mm diameter screw down /stop tap of brass including necessary socket unionnut, testing etc. complete. (D.S.R- Page No 165 ItemNo 11/ i)
Rs.One Hundred SixtyOne Pais Eighty FiveOnly 161.85 Nos. 6150.30
61
260.00
Providing & fixing on walls/ ceiling/ floors, heavygrade having embossed ISI Mark 40 mm diametergalvanised iron pipes with screwed sockets, joints &necessary galvanised iron fittings such as sockets,back nuts, elbows, bends, tees, reducers, enlargers,plugs, clamps etc. including necessary drilling holes inwalls, slabs etc. & remaking good the demolishedportion to restore the same in original condition neatly,testing etc. complete. (Prior approval of sample andbrand by Executive Engineer is necessary before use)
Rs.Three HundredFourteen Pais NinteenOnly 314.19 Rn.M. 81689.40
S.No. Quantity Item Rate in Words Rate Unit Amount
62
16000.00
Providing, hoisting and fixing in position sintex orequivalent high density polyethylene UV stabilisedconforming to IS-12701; water storage tank withnecessary connection, testing etc. complete. (Priorapproval of sample by Executive Engineer isnecessary before use.) (D.S.R-Page No 181 Item No
Rs. Six Pais Thirty EightOnly 6.38 Ltr. 102080.00
63
71.25
Providing white Makrana marble slab 20mm thick For Kitchen of approved quality vein and colour withmachine polished surface on a bed of Cement Mortar1:4 including neat cement float filling joints with neatcement slurry to match the colour of the slabs curing,polishing and rounding edges, cleaning etc. complete.(Prior permission of SE shall be obtained beforeinclusion of this item in the estimate)
Rs.Two Thousands TwoHundred Twenty SevenPais Five Only 2227.05 Ltr. 158677.31
12427455.57Total
Architect Project Engineer Ashok kale & Associates Ahmednage Municipal Corporation
S.No. Quantity Item Rate in Words Rate Unit Amount1 40.88 Excavation for foundation in earth, soil of all
types,sand,gravel and soft murum,including removingthe excavated material up to a distance of 50m.beyond the building area and stacking andspreading as directed,dewatering,preparing the bed forthe foundation and necessary backfilling,rammingm,water including shoring and struttingetc.complete.(pg.No.7 Itm.No.1(ii)
Rs. Eight y Three and Ninty seven paise only.
83.97 Cu.M. 3432.93
2 1.95 Providing and laying in situ,cement concrete in 1:4:8 oftrap/granite /quartzite /gneiss metal for foundation andbedding including bailing- out watermanually,formwork,compacting,covering newly laidconcrete by gunny bag,plastic or tarpaulin, curingetc.complete (Wooden planks/shuttering will not beallowed)(Pg.No.15 itm. No.4)
Rs.Two Thousand Six Hundred Sixty Four and Sisty Five Paise only.
2664.65 cuM. 5204.06
3 2.62 Providing and laying in Situ, cement concrete of M 20grade of trap/granite/quartzute/gneiss metal for R.C.C.work in foundations like raft, grillages, strips,founations and footings of R.C.C.columns and steelstanchions including bailin-out water manually,formwork,compacting, covering newly laid concrete bygunny bag,plastic or tarpaulin, curing and rougheningthe sur-face if special finish is to be roughening the sur-face if special finish is to be provided (Excludingreinforce-ment,& structural steel) The cement mortar1:3 plaster is con-sidered for rendering uneven andhoneycombed surface only. (Woden planks/shutteringwill not be allowed) (Pg.No.25 itm No.1(ii))
Rs. Four Thousand Five Hundred Sixty and Sixty one paise.
4560.61 Cu.M. 11964.77
Part B- Water Tank
4 4.23 Providing and casting in situ cement concrete of M 20grade of trap granite/quartzite/gneiss metal for R.C.C.pardi upto 150 mm thickness as per detailed desingsand drawings or as directed including centering,formwork of steel, comapction, covering newly laidconcrete by gunny bag, plastic or tarpaulin, finishingthe formed surface with cement mortar 1:3 of sufficentminimum thickkness to give a smooth and evensurface of roughening if special finish is to be providedand curing etc. complete (Excluding reinforcement.The cement mortar 1:3 plaster is considered forrendering uneven and honey-combed surface only.Wooden planks/ shuttering will not be allowed) (Pg.No 28 itm No 9(ii))
Rs. Six Thousand Eight Hundred and Twenty Nine paise only.
6819.29 Cu.M 28866.05
5 1.71 Providing and casting in situ cement concrete of M 20grade of trap granite/quartzite/gneiss metal for R.C.C.pardi upto 150 mm thickness as per detailed desingsand drawings or as directed including centering,formwork of steel, comapction, covering newly laidconcrete by gunny bag, plastic or tarpaulin, finishingthe formed surface with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surfaceor roughening if special finish is to be provided andcuring etc. complete. (Excluding reinforce-ment. Thecement mortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks/ shuttering will not be allowed) (Pg.No.27 itm.No 5 (ii))
Rs. Six Thousand Three Hundred Seventy Five only.
6375.00 Cu.M 10891.69
6 0.86 Providing and fixing in position mild steel /T.M.T.barreinforcement of various diameters for R.C.C. pilecaps, footing, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedulse including cutting, bending,hocking the bars, binding with wires or tack weldingand supporting as required complete. (Pg.No.31 itm.No 15 /A)
Rs, Fifty Seven Thousand One Hundred Fifty Three and Ninty Six paise.
57153.96 Sq.M. 49152.41
7 4 Providing and fixing C.I. Steps for manhole, Watertankincluding painting etc. complete. (Pg. No.177 Itm. No.74)
Rs. Ninty Seven and Thirty Two paise only
97.32 Sq.M. 389.30
8 2 Providing and fixing in position C.I. Manhole cover(0.45 X 0.45 CM.) With frame in required position asdirected by the engineers in charg. (As per wording ofitem & Pg.No.391 Itm. No. 156)
Rs. Eight Hundred Seventy Two and Seventy Five paise only
872.75 Sq.M. 1745.50
9 56.8 Providing internal coment plaster 12 mm thick in singlecoat in cement mortar 1:4 without neerufinish toconcrete or brick surfaces, in all positions includingscaffolding and curing complete. (Pg.No.83 Itm. No. 6)
Rs. One Hundred Twenty Five and Two paise only
125.02 Sq.M. 7100.51
10 56.8 Providing waer proofing treatment using polymerisedwater proofing compound to the Water tank, WC ortoilet ducts in three coats with 7 years guarantee oncourt fee stamp of Rs.100/- with ponding test includingleveling, curing, etc. including materials and labourcomplete. (Pg. No. 68 Itm. No. 6 )
Rs. One Hundred Twenty Five only
125.00 Sq.M. 7099.38
125846.60Total
Architect Project Engineer Ashok Kale & Associates Ahmednagar Municipal Corporation
S.No. Quantity Item Rate in Words Rate Unit Amount1 32.61 Excavation for foundation in earth, soil of all
types,sand,gravel and soft murum,including removingthe excavated material up to a distance of 50 m.beyond the bulding area and stacking and spreadingas directed, dewatering, preparing the bed for thefoundation and necessary backfilling, ramming,watering including shoring and strutting etc. complete.(Pg.No. 7 Itm. No. 1 (ii) )
Rs.Eighty three and Ninty seven only
83.97 Cu.M. 2737.89
2 2.76 Providing and laying in situ, cement concrete in 1:4:8of trap/granite/quarzite/gneiss metal for foundation andbedding including bailing-out water manually,formwork, compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, curing etc. complete.(Wooden planks/shuttering will not be allowed) (Pg.No. 15 Itm. No.4)
Rs.Two thousand six Hundred and sixty Four and Sixty Five paise only
2664.65 Cu.M 7362.91
3 2.87 Providing Brick Masonry in cement mortar 1:6 usingSecond class burnt bricks in foundations and plinth ofinner walls /in plinth of external walls including bailing-out water manually, striking joints on unex-posed facesraking out joints on exposed faces and wateringcomplete. (Pg. No. 59 Itm. No. 1 (i) )
Rs. Four Thousand Six Hundred Fifty Four and Twinty Eight paise.
4654.28 Cu.M 13359.65
4 5.88 Providing Brick Masonry in cement mortar 1:4 usingSecond class burnt bricks in half brick thick wallincluding mild steel longitudinal rein-forcement of 2bars of 6 mm dimeter /2 hoop iron strips 25 mm X 1.6mm at every third course, properly bent and boundedat ends scaffoldiing, raking out joints and wateringcomplete. (Pg. No. 60 Itm. No. 6 (i) )
Rs.Five Hundred Eighteen only.
518 Rmt. 3045.84
Part c - SEPTIC TANK
5 1.92 Providing and casting in situ, cement concrete of M 20grade of trap granite /quartzite /gneiss metal for R.C.C.slabs and landings as per detailed designs anddrawings or as directed including centering, formworkof steel, compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing the formedsurface with cmement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided and curingetc. complete. (Excluding reinforce-ment. The cementmortar 1:3 plaster is considered for rendering unevenand honeycombed surface only, Wooden planks/shuttering will not be allowed) (Pg. No. 27 Itm. No. 5(ii))
Rs. Six Thousand Three Hundred Seventy Five only.
6375 Cu.M. 12241.3
6 48.54 providing internal cement plaster 12 mm thick in singlecoat in ecment mortar 1:4 without neerufinish toconcrete or brick surfaces, in all positions includingscaffolding and curing complete. (Pg. No. 83 Itm. No.6)
Rs.One Hundred Twenty Five and Two paise only.
125.02 Sq.M. 6068.47
7 48.54 Providing tine cement finish 1.5 mm thick over greenplaster surface including scaffolding curing etc.complete. (Pg. No. 87 Itm. No. 27 )
Rs.Fourty Nine and Sixty Three paise only
49.63 Sq.M. 2409.04
8 2 Providing and fixing reinforced cement concrete cover10 cm thick over man hole and inspection chamberincluding mild steel reinforcement etc. complete. (0.90m x 0.60 x10 cms size. ) (Pg. No. 176 Itm. No.71)
Rs.Four Hundred and Nine and Fourty paise only
409.4 Sq.M. 818.8
9 0.125 Providing and fixing in position mild steel / T.M.T. barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, salbs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings, and schedules including cutting, bending,hooking, the bars, binding with wires or tack weldingand supporting as required complete. (Pg. No. 31 Itm.No 15 / A )
Rs. Fifty Seven Thousand One Hundred Fifty Three and Ninty Six paise
57153.96 Sq.M. 7144.25
55188.13 Total
Architect Project Engineer Ashok kale & Associates Ahmednage Municipal Corporation